Preliminary Site Investigation Cowan Street Reserve, Angle Park, SA · 2020. 2. 24. · site...
Transcript of Preliminary Site Investigation Cowan Street Reserve, Angle Park, SA · 2020. 2. 24. · site...
Preliminary Site Investigation –
Cowan Street Reserve, Angle Park, SA
Report for Jensen Plus
LBWco Pty Ltd
ABN 58 126 992 274
184 Magill Road, Norwood SA 5067
PO Box 225 Stepney SA 5069
08 8331 2417
www.lbwco.com.au
Preliminary Site Investigation –
Cowan Street, Angle Park, SA
Report for Jensen Plus
Document Control
File 191091 R01
Revision 0
Date issued 15/07/2019
Author(s) M. Fitzgerald, T. Horwood
Principal review M. Peterson
Approved for issue
Document Distribution
Revision Date Issued Client Other LBWco
DRAFT 03/07/2019 1 x PDF - 1 x PDF - file
0 15/07/2019 1 x PDF - 1 x PDF - file
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Table of Contents
Executive Summary ........................................................................................................................................... i
1 Introduction ............................................................................................................................................ 1
1.1 Objectives 1
2 Regulatory Framework ......................................................................................................................... 2
3 Site History Review Methodology ....................................................................................................... 3
3.1 Site History Review Guidance 3
3.2 Site History Review Methodology 3
4 Site Information ...................................................................................................................................... 4
4.1 Site Details and Identification 4
4.2 Topography 4
4.3 Geology 4
4.4 Hydrogeology 4
4.5 Sensitive Receiving Environments 6
4.6 Site Inspection 6
4.7 Adjacent Land Uses 6
5 Site History ............................................................................................................................................... 8
5.1 Certificate of Titles 8
5.2 Aerial Photographs 8
5.3 EPA Public Register Searches – Section 7 10
5.4 EPA Public Register Searches – Sit Contamination Index 10
Records Pertaining to 17 Warren Street, Angle Park 11
Records Pertaining to Former ETSA Depot, Grand Junction Road, Angle Park 12
Records Pertaining to South Road Superway Operations 12
5.5 Sands and McDougall Directory Search 13
5.6 City of Port Adelaide Enfield 14
5.7 Site History Overview 14
6 Conceptual Site Model ...................................................................................................................... 16
6.1 Potentially Contaminating Activities 16
6.2 Preliminary Conceptual Site Model 17
7 Soil Investigation Methodology ........................................................................................................ 20
7.1 Guidance Documents 20
7.2 Soil Sampling and Analysis Rationale 20
7.3 Fieldwork Methodology 20
7.4 Screening Guidelines 21
Human Health Screening Guidelines 22
Ecological Screening Guidelines 22
7.5 Waste Classification 23
8 Soil Sampling Results............................................................................................................................ 24
8.1 Field Observations 24
8.2 Laboratory Results 24
Human Health Screening Guidelines 24
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Ecological Screening Guidelines 24
Waste Classification 25
Waste Classification 25
8.3 Soil Data Validation 25
9 Conclusions and Recommendations .............................................................................................. 27
10 Limitations.............................................................................................................................................. 29
List of Tables
Table 1 Site Identification Details 4
Table 2 Aerial Photography Review 8
Table 3 Sands and McDougall Summary Table 13
Table 4 Prescribed PCAs 16
Table 5 Non-Prescribed PCAs 17
Table 6 Preliminary CSM - Desktop Assessment of Site Contamination Risk from PCAs 18
Table 7 Summary of Soil Investigation Methodology 20
Table 8 Soil Data Validation 26
List of Appendices
A Figures
B Certificates of Title
C WaterConnect Groundwater Database Search
D Aerial Photographs
E EPA Section 7 and Contamination Index Records
F Sands and McDougall Directory Search
G Test Pit Logs
H Chemical Summary Tables
I Laboratory Certificates of Analysis
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
List of Acronyms
ASC NEPM National Environment Protection (Assessment of Site Contamination) Measure 1999
(amended 2013)
ACM Asbestos Containing Material
B(a)P Benzo(a)pyrene
BTEXN Benzene, toluene, ethylbenzene, xylenes, naphthalene
COC Chain of Custody
CSM Conceptual Site Model
CR Crown Record
CT Certificate of Title
DEWNR Department for Environment, Water and Natural Resources, Government of South Australia
EPA Environment Protection Authority, Government of South Australia
EP Act Environment Protection Act 1993, Government of South Australia
LBWco LBW co Pty Ltd
mAHD metres Australian Height Datum
mBGL metres below ground level
OCP Organochlorine pesticides
OPP Organophosphorus pesticides
PAH Polycyclic aromatic hydrocarbons
PCA Potentially contaminating activity
PCB Polychlorinated biphenyls
ppm Parts per million
PSI Preliminary Site Investigation
QA/QC Quality assurance / quality control
SA South Australia
SVOC Semi volatile organic compound
TRH Total recoverable hydrocarbons
VOC Volatile organic compound
i
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Executive Summary
LBW co Pty Ltd (LBWco) was commissioned by Jensen Plus (Jensen) to undertake a preliminary
site investigation (PSI) for two allotments on Cowan Street, Angle Park, South Australia (the site).
The objectives of the PSI were to:
• Research current and historical land uses and associated activities undertaken at or adjacent
to the site to identify whether potentially contaminating activities (PCAs) may have occurred
on or near the subject site.
• Provide a desktop assessment of risk with respect to the likelihood that the PCAs could have
caused site contamination that could adversely affect the proposed land use.
• Assess whether site contamination of soils exists that could pose an unacceptable risk to future
site users should site soils be retained on-site.
• Provide an assessment of the likely waste classification of surplus soils that may be generated
by future development works.
Based on a desktop review of current and historical site information and a site inspection, LBWco
prepared a summary conceptual site model for PCAs that were inferred to have occurred at or
near the subject site. The following PCAs were identified:
• Three prescribed PCAs were inferred to have occurred on the site, with the following
likelihoods of having resulted in site contamination that may pose a significant risk or liability
for future land users:
‒ Fill or soil importation throughout the site - HIGH
‒ Stormwater detention basin on the west portion of the site – LOW
‒ Asbestos disposal on the south site boundary – LOW
• The presence of an electrical transformer on the west site boundary was identified as a non-
prescribed PCA, with a low risk of having resulted in site contamination that may pose a
significant risk to future site users.
• Seven prescribed PCAs were inferred to have occurred in the surrounding area, with the
following likelihoods of having resulted in site contamination that may pose a significant risk or
liability for future land users:
‒ A historical construction works depot immediately east of the site – MODERATE
‒ Motor vehicle repair or maintenance on numerous industrial properties located east and
north-east of the site – LOW to MODERATE
‒ A service station located north-east of the site – LOW to MODERATE
‒ A potential vessel repair/construction facility north of the site – LOW
‒ An abrasive blasting operation located north-east of the site – LOW to NEGLIGIBLE
‒ A historical metals processing and treatment facility located south-west of the site -
NEGLIGIBLE
• The presence of a beauty products manufacturer north-east of the site was identified as a
non-prescribed PCA, with a low risk of having resulted in site contamination that may pose a
significant risk to future site users.
ii
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Based on the results of the intrusive investigation program, the following conclusions are drawn:
• Fill on part of the western portion of the site, east of the detention basin and in the vicinity of
TP02, was impacted with PAH and heavy metal contamination. This material may pose a
potential health risk to future residential occupants of the site, and to current and future
ecological receptors at the site. Although concentrations of PAHs also exceeded human
health and ecological guidelines for recreational land use, it is understood by LBWco that the
site is no longer in use as community recreational land. In addition, as PAH-impacted soil at
this location is present at a depth of 0.4 mBGL, the risk of exposure in the site’s current state is
considered to be low.
• The vertical and areal extents of contamination in this area is unknown; however, impacts are
likely limited vertically to the extent of fill (0.8 mBGL). The contaminated fill identified at TP02 is
visually distinct from fill material observed elsewhere on-site, containing ash, cinders, and
fragments of bitumen.
• For purposes of off-site disposal, the contaminated fill in this area of the site was classified as
Low-Level Contaminated Waste. However, as this material only marginally exceeded the
Intermediate Waste criterion for benzo(a)pyrene in one sample, it is possible that additional
sampling could allow for reclassification as Intermediate Waste.
• No unacceptable risks to human health or ecology were identified for soil on the remainder of
the site, in the context of recreational or residential land use. Should this material become
surplus to site development, the preliminary waste classification for the material would be
Waste Fill. It is important to note that any soils to be disposed of as Waste Fill must also meet
the physical requirements of Waste Fill to be classified as such.
• Soil in the stockpiles assessed did not pose an unacceptable risk to human health of ecology
in the context of recreational or residential land use. Trace concentrations of PAHs were
present in three of four stockpile samples, and based on concentrations of heavy metals, the
preliminary classification of two of four stockpile samples for the purpose of of-site disposal
was Intermediate Waste. Should stockpiles be removed for off-site disposal, additional
sampling will be required to appropriately classify materials at the various stockpiles for
disposal.
1
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
1 Introduction
LBW co Pty Ltd (LBWco) was commissioned by Jensen Plus (Jensen) to undertake a preliminary
site investigation (PSI) for two allotments on Cowan Street Reserve, Angle Park, South Australia
(the site). A site location plan is provided as Figure 1, Appendix A. The PSI comprised a site history
investigation and preliminary soil assessment.
Based on the information provided by the client, LBWco understood:
• The subject land comprised Council-owned land that is currently zoned industrial and
recreational.
• Council wish to rezone the land to residential for development purposes.
• The total area of the proposed land was approximately 2.5 hectares.
• The contamination status of the development site was unknown.
1.1 Objectives
The objectives of the PSI were to:
• Research current and historical land uses and associated activities undertaken at or adjacent
to the site to identify whether potentially contaminating activities (PCAs) may have occurred
on or near the subject site.
• Provide a desktop assessment of risk with respect to the likelihood that the PCAs could have
caused site contamination that could adversely affect the proposed land use.
• Assess whether site contamination of soils exists that could pose an unacceptable risk to future
site users should site soils be retained on-site.
• Provide an assessment of the likely waste classification of surplus soils that may be generated
by future development works.
This assessment was undertaken in accordance with the LBWco’s proposals dated 5 April 2019
(LBWco Ref: P191800) and 28 May 2019 (LBWco Ref: 191091).
2
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
2 Regulatory Framework
In South Australia, the assessment, management and remediation of site contamination is
regulated by the Environment Protection Act 1993 (EP Act). The EP Act defines site contamination
in section 5B as follows:
(1) For the purposes of this Act, site contamination exists at a site if—
(a) chemical substances are present on or below the surface of the site in concentrations
above the background concentrations (if any); and
(b) the chemical substances have, at least in part, come to be present there as a result of
an activity at the site or elsewhere; and
(c) the presence of the chemical substances in those concentrations has resulted in—
(i) actual or potential harm to the health or safety of human beings that is not trivial,
taking into account current or proposed land uses; or
(ii) actual or potential harm to water that is not trivial; or
(iii) other actual or potential environmental harm that is not trivial, taking into account
current or proposed land uses.
(2) For the purposes of this Act, environmental harm is caused by the presence of chemical
substances —
(a) whether the harm is a direct or indirect result of the presence of the chemical
substances; and
(b) whether the harm results from the presence of the chemical substances alone or the
combined effects of the presence of the chemical substances and other factors.
(3) For the purposes of this Act, site contamination does not exist at a site if circumstances of a
kind prescribed by regulation apply to the site.
The first stage in determining whether site contamination exists is to assess whether chemical
substances have been added to the site through an activity and whether these substances are
above background concentrations. The second stage is to assess whether the chemical
substances have resulted in actual or potential harm to the health or safety of human beings or
the environment (including water) that is not trivial.
If site contamination is determined to be present at a site, the EP Act provides mechanisms to
assign responsibility for the contamination and appropriate assessment and/or remediation of
the contamination.
The professional assessment of site contamination and consequential risk to human health and
the environment is guided by NEPC 1999, National Environment Protection (Assessment of Site
Contamination) Measure, National Environment Protection Council (the ASC NEPM, as amended
2013), Australian Standards and numerous other guidelines and technical publications prepared
by the EPA and other scientific organisations.
3
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
3 Site History Review Methodology
3.1 Site History Review Guidance
The site history investigation works were undertaken with reference to the guidance provided in
the following documents:
• Edwards J. W., Van Alphen M and Langley A., Identification and Assessment of Contaminated
Land: Improving Site History Appraisal. Contaminated Sites Monograph Series No 3, SA Health
Commission, Adelaide (1994)
• National Environmental Protection Council 1999, National Environment Protection (Assessment
of Site Contamination) Measure (ASC NEPM) as amended 2013.
• Environmental Protection Authority (2018). Guidelines for the Assessment and Remediation of
Site Contamination. Adelaide, South Australia.
Assessment of PCAs was made with reference to Section 50 and Schedule 3 Part 1 of the
Environment Protection Regulations 2009.
3.2 Site History Review Methodology
The history of activities undertaken on and adjacent to the site was researched using the
following sources of information:
• Aerial photographic records provided by Mapland and other aerial image resources
• Published geological and topographical maps of the region
• Water Connect database of groundwater records, maintained by the Department for
Environment and Water (DEW)
• Local planning authority records
• Environment Protection Authority (EPA) Public Register search under Section 7, Land and
Business (Sales & Conveyancing) Act 1994 and interrogation of the Public Register Directory
Site Contamination Index for the local area
• Publicly available records / reports identified from the EPA Section 7 search and obtained
from EPA
• Sands and McDougall Directory of South Australia
• Observations and information gathered during a site inspection.
• Dangerous Substances Register, Safework SA.
4
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
4 Site Information
4.1 Site Details and Identification
Site identification details are provided in Table 1.
A site location plan is provided as Figure 1, Appendix A.
Table 1 Site Identification Details
Site Address Allotments 113 &115 Cowan St, Angle Park, South
Australia, 5010
CT References CT Volume 5791 Folio 576 (Lot 113)
CT Volume 5791 Folio 575 (Lot 115)
Site Area The total assessment area is approximately 2.5
hectares.
Current Site Owner City of Port Adelaide Enfield
Local Government Authority City of Port Adelaide Enfield
Zoning Light Industry/Recreation
Current Land Use Recreation/unused
Proposed Land Use Residential
Based on communications from Jensen, it is understood that, while the current land use is zoned
as recreational, the site is no longer classified as community land for recreational use.
4.2 Topography
According to the topographic map of the Mount Lofty Ranges (Dept. of Lands 1990), the site has
an elevation of between approximately 6 to 8 m Australian Height Datum (AHD). Surrounding
land generally slopes east to west towards the Gulf of St Vincent. On site topography is variable
and mounded in areas, with a manmade stormwater basin comprising the western portion of the
site.
4.3 Geology
The 1:250,000 Adelaide geology map sheet SI-54-9 (Geological Survey of SA, Dept. of Mines 1969)
indicated that the site lies within Quaternary age sediments. The Quaternary sediments comprise
a mixture of alluvial fan and streambed deposits with clay predominating, but with distinct
stratigraphic layers and isolated lenses of coarser sediments. The main formation in the area, the
Pooraka formation, contains mainly clays, but with sandy, silty, micaceous and gravelly materials.
4.4 Hydrogeology
The site lies within the Adelaide Metropolitan Area. There are three major groups of aquifers that
generally occur beneath this area:
• Shallow aquifers – These consist of sand and gravel layers within alluvial silt and clay, at depths
as shallow as between 3 and 30 m below ground level (mBGL). Salinity in these aquifers is
highly variable.
• Deep aquifers – Formed by porous layers which occur within marine sediments, these underlie
the shallow aquifers. Deep tertiary aquifers include T1 and T2. Water from these aquifers is
generally suitable for industrial and irrigation uses.
5
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
• Fractured bedrock – These aquifers underly the deep tertiary aquifers and are generally of
good quality.
The aquifers within the Quaternary sequence are regionally referred to as Q1 to Q6. According to
Gerges (1987) 1, regional groundwater flow in the uppermost of the aquifers (Q1) at the site is
generally towards the north-west. The South Australia Department of Mines and Energy identifies
the uppermost quaternary aquifer in this area as being present at a depth of between 2 and
4 mBGL2. Shallow perched water can also occur, particularly in areas where more permeable
soils overly tight clay formations. Flows of shallow perched water are highly localised and
typically influenced by the geological bedding planes.
Local groundwater flow and depth to shallow groundwater in the vicinity of the site may be
influenced by on-site irrigation and use of the west portion of the site as a retention basin, as well
as by abstraction for heavily-irrigated features to the north (race track), north-west (soccer
pitch), and south-east (golf course). Surface water and stormwater inflows, as well as leaky
water infrastructure, can also create a shallow perched water system that is strongly influenced
by variability in the source water flows.
On 8 April 2019, a search of the South Australian Government Water Connect database
identified 396 wells within a 2 km radius of the site. A copy of search results is provided in
Appendix C.
No wells were registered on site. In relation to the bores within the 2.0 km search radius:
• 321 wells were installed to a depth of less than or equal to 20 mBGL and therefore considered
to potentially be accessing the shallow regional aquifer. Of these shallow wells, recorded
standing water level depths ranged from 0.9 to 7.3 mBGL.
• Measured total dissolved solids (TDS) concentrations in shallow wells were highly variable,
between 156 mg/L and 76,000 mg/L. According to the Environment Protection (Water
Quality) Policy (2015), groundwater with TDS concentrations exceeding 1,200 mg/L is deemed
unsuitable for drinking water purposes. Therefore, based on recorded salinity, some shallow
wells within 2 km of the site may be suitable for drinking water purposes.
• Of the 321 wells inferred to be accessing the shallow regional aquifer with 2 km, 29 were listed
as domestic, irrigation, recreation or recharge in nature:
– 20 Domestic
– 1 Irrigation
– 1 Recreation
– 7 Recharge
• Of the wells accessing the shallow aquifer and recorded as being for these purposes, the
closest well was located 100 m north east of the site, and was recorded as being for
recreational purposes.
• Several environmental and monitoring/investigation wells were identified within 2 km of the
site at the following locations:
– Approximately 250 m to the north east of the site
– Approximately 400 m to the north of the site
– Approximately 200-250 m west of the site
1 Gerges, Nabil, Z (2006) Overview of the hydrogeology of the Adelaide Metropolitan Area 2 South Australia Department of Mines and Energy (June 1992) Information Sheet 21 Groundwater in the Adelaide Metropolitan Area
6
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
– Approximately 200 m to the south east of the site (Regency Golf Course)
LBWco could not identify any records of PCAs or groundwater contamination investigations in
association with the properties at which these wells were located (refer to Section 5.3).
4.5 Sensitive Receiving Environments
Heavily modified watercourses were present 900 m east and 600 m west of the site; however,
these appeared to be lined drainage channels and were therefore considered not to be
sensitive receiving environments in the context of environmental assessments. No other
potentially sensitive receiving environments were located within 1 km of the site.
4.6 Site Inspection
An LBWco consultant visited the site on 13 May 2019. The findings are summarised below:
• Stockpiles of soil were sporadically observed across the northern portion of the site. Construction and demolition waste, including asphalt, bricks and rocks were visible in the
surface of these stockpiles, as well as across the surface of the site in small quantities.
• Two small pieces of ACM were observed on the ground surface along the southern site
boundary.
• The majority of the site, with the exception of an approximately 2 m-wide strip along the north
site boundary, was elevated approximately 0.5 – 0.6 m relative to the adjacent streets,
suggesting the historical importation of fill. was depressed approximately 1 m relative to the
remainder of the site and 0.5 m relative to the adjacent streets. This area appeared to have
been used for stormwater retention/drainage.
• An electrical transformer was present on the western boundary. No evidence of leakage
from this transformer was observed on the adjacent ground surface.
• Two discarded cans of paint were located on the eastern portion of the site.
Refer to Figure 2 in Appendix A for on the locations of site features of significance.
4.7 Adjacent Land Uses
Based upon the site inspection and review of current aerial photography, land surrounding the
site appeared to be generally residential to the south and commercial/light industrial to the north
and east. The land to the immediate north was occupied by the Angle Park Greyhound Club,
including a large outdoor racing track. Land to the west was predominantly recreational with
theatre and both indoor and outdoor recreational spaces. Land immediately west of the site
boundary comprised a large, sealed parking area servicing these recreational areas.
An above-ground storage tank was visible on the Greyhound Club immediately north of the site.
Based on a visual inspection of this feature from the site boundary, it appeared to be used for
water storage and was not considered to be a PCA.
Numerous industrial properties that may undertake PCAs were identified within 200 m east to
north-east of the site, inferred to be up- to trans-hydraulic gradient of the site. These included the
following:
• A service station located approximately 210 m north-east of the site
• An earthmoving contractor with a large-scale laydown/repair yard, located approximately
60 m north-east of the site
• A blasting contractor/rental facility, located approximately 160 m east of the site
7
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
• An industrial truck-hire service located approximately 200 m north-east of the site
• A sports marine manufacturing operation, located approximately 260 m north-east of the site
• An industrial pressure-washing operation located approximately 270 m north-east of the site
• A beauty products manufacturer located approximately 280 m north-east of the site.
The location of these properties is presented on Figure 3 in Appendix A.
8
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
5 Site History
5.1 Certificate of Titles
On 9 May 2019, LBWco conducted a search on the South Australian Integrated Land Information
System for the current and historical certificates of title (CTs) for the site to inform historical
ownership information.
The site comprises two current certificates of title, CT 5791/575 and CT 5791/576, which are
included in Appendix B along with a CT tree summarising the history of titles for the two
allotments. Based upon these records, the site appeared to be privately owned as residential
and/or agricultural land until 1946, at which point it passed into control of the South Australian
Housing Trust and subsequently the City of Enfield/ Port Adelaide Enfield. Historical certificates of
title do not suggest PCAs for the site.
5.2 Aerial Photographs
Selected aerial photographs of the site and surrounding area, covering a period from 1959 to
1991 inclusive, were acquired from DEW. Google Earth was utilised for a satellite image from 1999
and satellite images taken in 2009 and 2019 were obtained from Nearmap. Copies of the
images are provided in Appendix D.
A summary of the features and apparent land use(s) observed in the historical aerial
photography is provided in Table 2. The aerial photographs do not clearly identify the date on
which the site was built-up relative to surrounding properties; however, it appears to be post-
1959.
Table 2 Aerial Photography Review
Year Key features observed
1959 On-site:
• The east portion of the site appeared to be pastoral land.
• An apparent racing track, potentially a previous greyhound racing track, covered the
west and central portions of the site.
• The site was generally flat.
• An inferred rainwater tank was present in south-west corner of the site.
• Trees were visible on the southern boundary of the site along the road.
Off-site:
• Limited residential development was present to the south-east of the site.
• Several buildings including possible sheds and a dwelling were located to the north
east of the site.
• Livestock could be seen to the north of the site, suggesting this area was pastoral
land.
• Land east of the site appeared to be cropland.
1979 On-site:
• The racing track was expanded and relocated to cover the northern half of the site.
• The southern half of the site appeared undeveloped.
• The tank in the south-west portion of the site was no longer present.
• Possible stockpiles of fill material were present in the west corner of the site
• A sealed road or ran parallel to the western site boundary.
• Vegetation and dirt tracks were visible throughout the site.
Off-site:
• Significant residential development was present to the south.
9
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Year Key features observed
• Major expansion to the inferred Greyhound Club had occurred, including track
upgrade and construction of several sheds.
• Buildings to the north east were no longer present.
• A tank was visible on the north portion of the inferred Greyhound Club track,
approximately 120 m north of the site. Based on appearance and the nature of the
property, this tank was inferred to most-likely be a water tank.
• South Road had been developed east of the site.
• The recreational centre west of the site had been developed, including a sealed
bitumen carpark.
1989 On-site:
• Groundcover south of the racing track had been cleared.
• A sealed track was present on the east portion of the site.
Offsite:
• Further residential development had occurred to the south of the site.
• The sealed track on the east portion of the site continued north, along the east
portion of the Greyhound Club.
2000 On-site:
• The former racing track had been covered in vegetation, though its outline remained
visible. The remainder of the site was also vegetated.
• A fence was present on the central portion of the northern boundary of the site,
separating it from the Greyhound Club track.
Offsite:
• Further residential development had occurred to the south of the site.
• Further development of sealed roads had occurred to the south and east of the site,
including development of a roundabout to the immediate south of the site.
• Further development of the sealed surfaces at the recreational centre had occurred
to the west of the site.
• Possible fill importation was visible to the north east of the site.
• Further development to the Greyhound Club had occurred, including track upgrade
and construction of multiple sheds.
2009 On-site:
• The eastern portion of the site (Allotment 113) had been turned into a reserve, and
appeared to be irrigated.
• Soil stockpiles were present along the northern boundary of the site.
• Trees had grown along the southern boundary of the site.
• The western portion of the site had been excavated to its current level, forming an
inferred stormwater detention basin.
• With the exception of the site boundaries, the site had been cleared of vegetation.
Offsite:
• Soil stockpiles were visible just to the north of the site.
• Further residential development had occurred to the south of the site.
• Commercial/industrial development had occurred to the east and north-east of the
site, including those identified in Section 4.7.
• Further development of the recreation centre had occurred to the west of the site.
10
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Year Key features observed
2013 On-site:
• Additional stockpiles are present on the north portion of the site.
Offsite:
• The property immediately east/north-east of the site (Allotment 112) appeared to be
in use as a construction laydown yard.
• Construction of the South Road Superway was in progress, immediately east of the
site and Allotment 112.
• Further commercial/industrial development had occurred to the north east of the site
• A golf course was present to the south east of the site.
2014 On-site:
• No significant changes observed from the 2013 aerial photograph.
Offsite:
• Construction Activities on the property immediately east/north-east of the site
(Allotment 112) and the South Road Superway were significantly reduced.
• Further development had occurred to the Greyhound Club. A large water tank was
present approximately 20 m north of the site.
2019 On-site:
• Additional stockpiles are present on the north portion of the site.
• A new sealed path was present between the west and central portions of the site.
Offsite:
• The property immediately east/north-east of the site (Allotment 112) was no longer in
use.
• Construction had been completed on the South Road Superway.
• A soccer pitch and hockey fields were present in association with the recreational
centre north-west of the site.
5.3 EPA Public Register Searches – Section 7
A Section 7 Search under the Land and Business (Sales and Conveyancing) Act 1994 was
conducted by the EPA for each of the land parcels comprising the site. Copies of the search
results are provided in Appendix E. The search results indicated the following for the site, as of
09 May 2019:
• There were no mortgages, charges or prescribed encumbrances affecting the site under the
relevant sections of the Environment Protection Act 1993
• No license or environmental authorisation was ever issued to operate a waste depot on the
land under the South Australia Waste Management Commission Act 1979, the Waste
Management Act 1987 or the Environment Protection Act 1993
• In relation to the subject site, the EPA Register did not hold any information relating to Details
of site contamination notified to the EPA under Section 83A of the Environment Protection Act
1993.
Copies of environmental assessment report(s) that forms part of the information required to be
recorded in the public register.
5.4 EPA Public Register Searches – Sit Contamination Index
The EPA maintains a searchable database on its website of key notifications made to the EPA
regarding site contamination. The database is called the Site Contamination Index
(http://www.epa.sa.gov.au/data_and_publications/site_contamination_index/).
11
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
In May 2019, LBWco conducted a search of the database for Angle Park and the neighbouring
suburbs of Regency Park and Ferryden Park. The EPA also provided data associated with
historical assessments in other regional areas near the site. A copy of the search output is
presented in Appendix E.
The search did not return any records pertaining to the subject site; however, several records
pertaining to off-site properties were considered potentially relevant to the site and reviewed.
These included the following:
• Two South Australian Health Commission (SAHC) records pertaining to 17 Warren Street, Angle
Vale.
• Two PPK Environment & Infrastructure reports pertaining to the former ETSA Power Corp lot at
Angle Road, north-west of the site.
• A Parsons Brinkerhoff Australia Pty Limited (PB) limited site investigation report for 640 South
Road, located north of the site.
• A Fyfe Pty Ltd (Fyfe) limited site investigation report of five former Superway sites located
along South Road, north of the site, including 640 South Road.
• Two notifications of harm to groundwater under Section 83A of the EP Act, for 640 South
Road.
The following sections present a summary of these reviews.
Records Pertaining to 17 Warren Street, Angle Park
The EPA provided two historical South Australian Health Commission (SAHC) notifications to the
South Australia Housing Trust, pertaining to a former metal fabrication operation at Lots 53 & 54 17
Warren St, Angle Park. This property was located approximately 175 m to the south west of the
site. The location of this property is presented on Figure 3.
The first notification included a partial copy of a soil assessment report completed by Andrew
and Partners, dated 1990. Portions of this scanned document were illegible. The second
notification, dated 1991, included a summary of the findings of the Andrews and Partners report.
Key information presented in these documents included:
• The property was historically used for metal fabrication work.
• The soil assessment report identified levels of lead above current health-based guidelines.
Elevated levels of arsenic and zinc were also reported, but were below current guidelines.
Concentrations of toxic/carcinogenic PAHs approaching the current guidelines for the
benzo(a)pyrene toxic equivalence quotient were also reported. Petroleum hydrocarbon
impacts were referred to; however, a summary of reported concentrations was not provided
in the summary or partial report. PAH contamination was deemed by the SAHC to be
consistent with levels expected from a property moderately contaminated by sump oil and
garage greases.
• The SAHC summary indicated that soil contamination was limited to the upper 0.25 mBGL.
Trace concentrations of PAHs were reported in groundwater by the partial report.
Groundwater concentrations of other chemicals of interest were not presented in the partial
report nor discussed in the SAHC summary.
• Based on the generally low mobility of the contaminants identified and the distance of this
property from the site (175 m hydraulically down-gradient), the historical contamination on
this property is not considered likely to be a significant PCA for the site.
12
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Records Pertaining to Former ETSA Depot, Grand Junction Road, Angle Park
The EPA provided two historical reports pertaining to a former ETSA depot located on Grand
Junction Road, approximately 330 m north of the site. The location of this property is presented
on Figure 3. The first report summarised the results of a 1997 groundwater investigation in the
vicinity of former heating oil and waste oil underground storage tanks (USTs) at this property. The
second report provided a remedial options assessment to address groundwater contamination.
Key information presented in these documents included:
• Hydrocarbon contamination was identified in soils underlying the former USTs on this property.
• Hydraulic conductivity for soils within the upper aquifer beneath this property was estimated
to be approximately 1.4 x 10-5 m/s.
• Concentrations of dissolved-phase petroleum hydrocarbons of up to 41 mg/L were reported
in groundwater. Trace concentrations of dichloroethane and dichloropropene were also
reported in groundwater at concentrations of less than 1 µg/L.
• Approximately 15 mm of free-phase hydrocarbons was reported in one monitoring well,
located approximately 350 m north of the site.
• Neither free- nor dissolved phase impacts extended to the south site boundary.
• As the extent of impacts towards the site were historically bounded more than 300 m from the
site, and based upon the hydraulic conductivity reported for soils beneath the property and
hydraulically trans-gradient location of the property relative to the site, the historical
groundwater impacts on this property are not considered by LBWco to be relevant to the site.
This PCA is therefore not considered further in this PSI.
Records Pertaining to South Road Superway Operations
The EPA provided two historical reports pertaining to properties of interest along South Road,
Angle Vale and Wingfield. These properties were used as laydown yards during construction of
the adjacent South Road Superway.
The first report, prepared by Parsons Brinkerhoff Australia Pty Limited (PB) in 2010, summarised their
investigation of 640 South Road, located 700 m north-west of the site, prior to its use as a laydown
yard. The second report, prepared by Fyfe Pty Ltd (Fyfe) in 2015, summarised the investigations of
five properties of interest along South Road (Properties B, C, D, E and F), including 640 South Road
(property B), and was undertaken subsequent to their use as laydown yards. Of these properties,
E and F were located more than 1 km form the site, and are therefore not considered by LBWco
to be relevant to the site. Properties C and D were located approximately 750 m north of the
site.
Two historical Section 83A notifications were also held by the EPA, pertaining to Property B.
Key information presented in these documents included:
• The direction of shallow groundwater flow in the vicinity of these properties was south-west,
towards the site.
• Elevated fluoride, lead, and petroleum hydrocarbons were reported in groundwater on the
south-west corner of Property B by the PB 2010 report, with only elevated fluoride also
reported in the Fyfe 2015 report. It was considered likely that these impacts extended south-
west beyond the property boundary.
• A historical Section 83A notification of harm to groundwater was reported for Property B in
2010. This notification indicated the presence of elevated fluoride, lead, and total
recoverable hydrocarbons in the C10-C28 range in groundwater beneath the property. A
subsequent Section 83A notification for this property, from 2015, indicated only the presence
13
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
of fluoride impacts to groundwater. This information is consistent with that presented in the
2010 PB and 2015 Fyfe reports.
• The 2015 Fyfe report concluded that the elevated fluoride concentrations at Property B were
most likely indicative of ambient regional values, rather than of localised contamination.
Based on this, the absence of lead and petroleum hydrocarbon impacts at the time of the
2015 assessment, and the distance of the property from the site, the historical groundwater
impacts on this property are not considered by LBWco to be relevant to the site. The PCA
associated with Property B is therefore not considered further in this PSI.
• The 2015 Fyfe report identified elevated fluoride concentrations at Property C, located at 648
– 650 South Road. Similar to Property B, the report concluded these concentrations to be
indicative of ambient regional values, rather than of localised contamination. Based on this
and the distance of the property from the site, the historical groundwater impacts on this
property are not considered by LBWco to be relevant to the site. The PCA associated with
Property C is therefore not considered further in this PSI.
• Hydrocarbon-impacted soils was reported at Property D, located at Allotment 61 Grand
Junction/South Road, Angle Park SA. Groundwater was not assessed at this property;
however, hydrocarbon impacts were not identified on adjacent Properties C and D during
the 2015 Fyfe assessment. As these properties are generally located between Property D and
the site, off-site migration of groundwater impacts from Property D toward the site is not
considered to be a significant concern. The PCA associated with Property D is therefore not
considered further in this PSI.
5.5 Sands and McDougall Directory Search
LBWco conducted a search of historical South Australia Directory (Sands and McDougall)
records, accessed via the State Library of South Australia website, for businesses listed historically
at or near the site that may indicate the presence of a historical PCA. These records relate to
businesses between the late 1800s to 1973. Historical information was gathered around a 2.0 km
radius of the site.
A summary of the results from 1943-1973 are summarised in Appendix F. Offsite addresses of note
are summarised in Table 3 below:
Table 3 Sands and McDougall Summary Table
Address Business Year
17 Blenhelm Rd Welder 1973
21 Blenhelm Rd Fibre Plasterer 1973
27 Blenhelm Rd Spray Painter 1973
33 Blenhelm Rd Painter 1973
38 Blenhelm Rd Painter 1973
6 Bristol Rd Machinist 1973/1963
10 Bristol Rd Die Caster 1973
16 Bristol Rd Plasterer 1963
50 Cardigan St Painter 1973
54 Cardigan St Metal Finisher 1973
14
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Address Business Year
56 Cardigan St Shoemaker 1973
9 Cowan St Welder 1973/1963
11 Cowan St Painter 1973/1963
33 Cowan St Machinist 1973
51-53 Cowan St Die Caster 1973/1963
75 Cowan St Die Caster 1963
4 Hilton St Panel Beater 1973
22 Hilton St Painter 1963
5 Nelson Rd Welder 1973/1963
15 Warren St Sheet Metal Worker 1973
17 Warren St Coppersmith 1973/1963
It should be noted that the South Australia Directory listed the occupation / profession of the
resident of a property and that this does not necessarily indicate that the address listed is a place
of business. Based on EPA records pertaining to the 17 Warren Street property (refer to Section
5.4.1), this location appears to have been used for industrial metal works activities. However,
based on a review of historical aerial photographs, it appears unlikely that other addresses listed
were commercial/industrial facilities. However, the potential for operation from a residential
property cannot be definitievely precluded.
The properties identified are generally located cross- or down-hydraulic gradient of the site.
Given this and their distance from the site, it is considered unlikely that historical PCAs on these
properties (if any) have resulted in groundwater contamination with the potential to migrate
beneath the site.
5.6 City of Port Adelaide Enfield
A request was made to City of Port Adelaide Enfield to undertake a search for Property
Information and Particulars for the site pursuant to Section 7of the Land & Business Sale &
Conveyancing Act 1994.
The City of Port Adelaide Enfield indicated that they held no records of activities of potential
environmental having occurred on the site allotments.
5.7 Site History Overview
The following presents a summary of the site history and potential for PCAs, based on the desktop
site history undertaken:
• The site was historically used as pastoral land, being developed with a racing track from the
1960s through the 1990s. A stormwater detention basin was developed on the west portion of
the site in the 2000s. No PCAs were associated with current or historical site developments.
• Fill importation has historically taken place on-site, and soil stockpiles have been present on-
site from the 2000s onwards. The source of imported fill and stockpiled soil is not known.
Based on the presence of visible asphalt and other C&D waste in some stockpiles, there is a
15
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
potential for some imported materials to have originated from properties on which PCAs
occurred.
• A construction depot/laydown yard, inferred to be associated with the elevation of South
Road to the east, was present immediately north-east of the site between 2011 and 2014,
corresponding to the appearance of additional stockpiles on the north portion of the site.
Based on records of surplus soil from this activity being stored on properties in the vicinity of
South Road during upgrade works (refer to Section 5.4.2), these activities may have been the
source of some of the stockpiles present on the site. This activity also constitutes a PCA for the
adjacent property, with the potential for associated groundwater contamination (if any) to
have migrated beneath the site,
• PCAs are associated with a service station and numerous industrial properties located
between 50 and 300 m off-site to the east and north-east, which were developed in the
2000s. These properties are inferred to be located hydraulically up- or trans-gradient of the
site, and as such there is a potential for associated groundwater contamination (if any) to
have migrated beneath the site.
16
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
6 Conceptual Site Model
6.1 Potentially Contaminating Activities
A desktop assessment of prescribed PCAs (defined in Environment Protection Regulations 2009),
that were likely to have been undertaken at or near the site is presented in Table 4.
Table 4 Prescribed PCAs
Activity Definition/Description Comment
On-site
Fill or soil
importation
Importation, to premises of a business, of soil or
other fill originating from a site at which another
potentially contaminating activity has taken
place
Inferred to have occurred
based on the presence of
asphalt and other C&D waste in
some on-site stockpiles
Wetlands or
detention basin
Operation of bodies of water less than 6 m
deep for collection and management of
stormwater or other wastewater for urban
amenity, flood mitigation or ecological or other
environmental purposes
Present on the west portion of
the site
Asbestos disposal Disposal of asbestos or asbestos waste Minor suspected asbestos-
containing debris observed on
south boundary. Debris
appeared indicative of an
isolated disposal event.
Nearby off-site
Abrasive blasting Operation of works for abrasive blast cleaning
or disposal of abrasive blasting material
Currently present approximately
160 m north-east of the site
Metal processing,
smelting, refining or
metallurgical works
Operation of works for smelting (by means of
furnace) of ferrous or non-ferrous metal or
smelting or reduction of ores to produce metal
Metal processing and treatment
facility historically present
approximately 175 m south-west
of the site
Motor vehicle repair
or maintenance
Operation of premises for repair or
maintenance of motor vehicles or parts of
motor vehicles (including engine reconditioning
works)
Multiple industrial facilities
currently present between 50 m
and 300 m east and north-east
of the site
Service stations Operation of retail fuel outlets Currently present approximately
210 m north-east of the site
Vessel construction,
repair or
maintenance
Operation of works or facilities (whether on
water or land) for construction, repair, or
maintenance of vessels
Currently present approximately
260 m north-east of the site
Works depot Operation of works depot by councils or utilities Historically present immediately
east/north-east of site
A desktop assessment of notable non-prescribed PCAs that were likely to have been undertaken
at or near the site is presented in Table 5.
17
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Table 5 Non-Prescribed PCAs
Activity Comment
On-site
Electrical transformer Present on the western site boundary
Nearby off-site
Beauty products manufacturer Currently present approximately 280 m north-east of the site
6.2 Preliminary Conceptual Site Model
Based upon the site history research, a preliminary conceptual site model (CSM) has been
formulated to identify PCAs that likely occurred at or near the site and provide consideration of
potential contaminated media, exposure pathways, and risks to receptors. Relevant receptors
include construction workers, future residents and the environment within the current and
proposed land use. The CSM is summarised in Table 6.
18
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Table 6 Preliminary CSM - Desktop Assessment of Site Contamination Risk from PCAs
Potentially
contaminating
activity
Contaminants
of potential
concern
Likely location Relevant
Onsite
Media
Potential Onsite
Receptors
Potential risk and/or liability for future land use
So
il
So
il V
ap
ou
r
Gro
un
dw
ate
r
Hu
ma
ns
Ec
osy
ste
ms
Bu
ilt
En
viro
nm
en
t
On-site
Fill or soil
importation
Various,
typically
including heavy
metals, mono-
and polycyclic
aromatic
hydrocarbons
(MAH and
PAH),
petroleum
hydrocarbons.
Within shallow site
soils and potentially
deeper soils
Within stockpiles
Y Y Y Y Y Y High
Fill materials are likely to be present across the majority of the site in stockpiles and
shallow soils. This material may pose a risk to current and future site receptors
through direct contact, and to future site receptors through vapour intrusion and
inhalation.
If contaminated waste soils are generated during redevelopment works, they
may be unsuitable for onsite reuse and higher costs for offsite disposal are likely to
be incurred.
Wetlands or
detention basin
Heavy metals,
petroleum
hydrocarbons
Western portion of
the site
Y Y Y Y Y Y Low
There is a potential for contaminants in stormwater from adjacent industrial areas
to concentrate in the retention basin. Based on the absence of visible impacts in
this area at the time of the site visit, this potential is considered to be low.
Asbestos
disposal
Asbestos South site boundary Y - - Y - Y Low
There is a potential for asbestos disposal at the site to result in buried asbestos
debris in site soils. Based on the limited quantity of surficial asbestos observed at
the time of the site visit, this potential is considered to be low.
Electrical
transformer
Polychlorinated
biphenyls
(PCBs), PAHs,
petroleum
hydrocarbons
Western site
boundary
Y - Y Y Y Y Low
There is a potential for leaking transformer oil to have resulted in localised site
contamination. Based on the absence of visible impacts in this area at the time
of the site visit, this potential is considered to be low.
19
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Off-site
Abrasive
blasting
Heavy metals 160 m north-east of
the site
- - Y Y - - Low - Negligible
Based on the distance of this PCA from the site and the likely mobility of
associated contaminants of concern, the potential is considered low to
negligible.
Metal
processing and
treatment
Heavy metals,
petroleum
hydrocarbons,
PAHs
175 m south-west of
the site
- Y Y Y Y - Negligible
Based on the distance of this PCA from the site, contaminants of interest
historically identified, and its position hydraulically down-gradient of the
site, the potential is considered negligible.
Motor vehicle
repair or
maintenance
Heavy metals,
PAH, petroleum
hydrocarbons,
volatile organic
compounds
Multiple industrial
facilities currently
present between
50 m and 300 m east
and north-east of the
site
- Y Y Y Y - Low - Moderate
PCAs on these properties have the potential to have resulted in
groundwater contamination, which may have migrated beneath the
site. Based on their potential up-hydraulic location relative to the site
and distances from the site, this potential is considered to be low to
moderate.
Service stations Petroleum
hydrocarbons,
MAHs, PAHs,
lead
210 m north-east of
the site
- Y Y Y Y - Low – Moderate
PCAs on this property have the potential to have resulted in groundwater
contamination, which may have migrated beneath the site. Based on
the property’s potential up-hydraulic location relative to the site and
distances from the site, this potential is considered to be low to
moderate.
Vessel
construction,
repair, or
maintenance
Heavy metals,
PAH, petroleum
hydrocarbons,
volatile organic
compounds
260 m north-east of
the site
- Y Y Y Y - Low
PCAs on this property have the potential to have resulted in groundwater
contamination, which may have migrated beneath the site. Based on
the property’s distances from the site, this potential is considered to be
low.
Works depot Heavy metals,
PAH, petroleum
hydrocarbons
Immediately
adjacent to the site
- Y Y Y Y - Moderate
PCAs on this property have the potential to have resulted in groundwater
contamination, which may have migrated beneath the site. Based on
the property’s potential up-hydraulic location relative to the site and itsa
location immediately adjacent to the site, this potential is considered to
be moderate.
Beauty products
manufacture
Petroleum
hydrocarbons,
volatile organic
compounds
260 m north-east of
the site
- Y Y Y Y - Low
PCAs on this property have the potential to have resulted in groundwater
contamination, which may have migrated beneath the site. Based on
the property’s distances from the site, this potential is considered to be
low.
20
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
7 Soil Investigation Methodology
7.1 Guidance Documents
The soil investigation was undertaken with reference to the guidance provided in the following
documents:
• ASC NEPM, as amended in 2013. Schedules B(1), B(4)
• EPA, 2018 Guidelines for the Assessment and Remediation of Site Contamination
• Standards Australia AS 4482.1-2005 Guide to the investigation and sampling of sites with
potentially contaminated soil Part 1: Non-volatile and semi-volatile compounds
• Standards Australia AS 4482.2-1999 Guide to the sampling and investigation of potentially
contaminated soil – Part 2: Volatile substances
7.2 Soil Sampling and Analysis Rationale
Prior to the commencement of intrusive investigations onsite, a sampling plan was prepared
based upon the findings of the site history assessment. The intrusive soil investigation targeted the
portions of the site where layers of fill or uncontrolled stockpiles were known or suspected to be
present. A plan displaying the test pit and stockpile sampling locations is provided as Figure 4 in
Appendix A.
The Australian Standard AS4482.1 – 2005 was referenced for the minimum sampling density for the
investigation of circular hotspots of contamination. Sampling was completed at 12 locations,
exceeding the minimum recommended by this standard. Four stockpile locations were also
sampled, to obtain a preliminary characterisation of stockpile conditions.
Recovery of soil samples from excavated soil and selection of samples for testing was undertaken
using a judgemental approach. Samples were submitted for laboratory analysis based on
physical evidence of contamination observed. Soil samples were tested for a broad range of
potential chemicals of interest, including contaminants of concern.
7.3 Fieldwork Methodology
The soil assessment fieldwork methodology, including field quality assurance/quality control
(QA/QC) measures implemented during the investigation, is summarised in Table 7.
Table 7 Summary of Soil Investigation Methodology
Activity Details
Environment, Health
and Safety
Prior to the commencement of field activities, a site-specific environmental
health and safety (EHS) plan was prepared and a site sampling plan was
developed. Test pit locations were cleared of underground services by a
licenced service locator prior to drilling.
21
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Activity Details
Test pitting and
sampling On 14 June 2019, 12 test pits (TP01-TP12) were excavated at the site. Test pits
were dug with a backhoe by an excavation subcontractor to a depth of 2.0
metres below ground level (mBGL). At TP01 only a surface sample was
collected, due to lack of safe access to this location for the backhoe and the
presence of underground irrigation piping that could not be fully located by the
service locator.
Soil was recovered from the test pits at depths representing each distinct soil or fill
layer as determined by LBWco’s field representative, photographed, logged and
sampled into laboratory-supplied jars.
Selected stockpiles located on the northern border of the site were
photographed and sampled by hand.
Test pit logs are presented in Appendix G.
Sample handling Soil samples were handled exclusively by an LBWco consultant and were stored
in glass jars supplied by the primary contract laboratory, ALS.
Nitrile gloves were worn whilst collecting the samples, which were collected using
the glass jars, to avoid equipment contamination.
Quality control
duplicate and blank
sampling
TP09-06 (inter-laboratory) and TP09-07 (intra-laboratory), duplicates of TP09-02,
were submitted for laboratory analysis.
An equipment rinsate blank was collected off the nitrile sampling gloves to
provide confidence that no contamination from sampling equipment had
occurred.
Quality control duplicate and blank samples results are provided in the chemical
summary tables in Appendix H.
Soil logging Soils encountered at each sampling location were logged in general
accordance with Standards Australia (2017) Geotechnical Site Investigations
AS1726. Soil logs are provided in Appendix G. Photographs of each soil or fill
layer were taken prior to collection of samples.
Sample preservation Soil samples were stored under chilled conditions in a portable cooler
immediately following sampling and during delivery to the laboratory.
Sample transport was performed in accordance with LBWco’s chain of custody
(COC) procedures.
Soil bore
abandonment Test pits were backfilled using soil cuttings directly after sampling, prior to
excavation of the next test pit.
Laboratory Analysis Selected samples were submitted for chemical analysis of potential
contaminants of concern, including:
• Metals
• PAH
• Total recoverable hydrocarbons (TRH)
• Benzene, toluene, ethylbenzene, xylene (BTEX)
• Physico-chemical parameters (pH, cation exchange capacity, percent clay)
• SA EPA Waste Screen – broad suite of potential chemicals of interest.
Primary analytical testing was undertaken by ALS, with inter-laboratory sampling
undertaken by Envirolab. Both laboratories were accredited by the National
Association of Testing Authorities (NATA) for the analyses performed.
7.4 Screening Guidelines
The ASC NEPM provides a nationally consistent framework for assessing the presence and
significance of site contamination in soil and groundwater. The NEPM methodology is based on
assessing the potential for an unacceptable risk to human health or the environment by
comparing concentrations of chemical substances to conservative, generic investigation levels
for various environmental settings and land use scenarios.
Investigation levels are defined in the ASC NEPM as… concentrations of a contaminant above
which further appropriate investigation and evaluation will be required. They are not clean up or
response levels. A response level is defined as… the concentration of a contaminant at a specific
22
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
site based on a site assessment for which some form of response is required to provide an
adequate margin of safety to protect public health and/or the environment.
The NEPM health investigation levels (HILs) are based on conservative assumptions around
providing protection to a young child living or playing on the site and subjected to exposure to
contaminated soils. The most stringent HILs/HSLs are assigned to sensitive land uses such as
commercial, childcare centres and primary schools.
The subject site was proposed to be redeveloped for future residential and recreational use and
therefore LBWco assessed whether site contamination existed with respect to these land uses.
Human Health Screening Guidelines
Based on the current and potential future land uses of the site. LBWco adopted the ASC NEPM
HILs for exposure settings ‘A’ – low-density residential, and ‘C’ - recreational. These provide
consideration of exposure risk in generic residential and recreational land use settings.
ASC NEPM HSLs for the vapour intrusion exposure pathway are dependent upon the grain size of
site soils and the depth of potential volatile contaminants from site receptors. For purposes of this
assessment, HSLs for low-density residential land use, sandy soils and a contaminant depth of
0-1 mBGL were conservatively adopted.
HSLs for direct contact with soils are provided in the CRC CARE Technical Report 10 for
consideration of risk from petroleum hydrocarbons in soils. The guidelines for low-density
residential and recreational properties were adopted.
A summary of the adopted health-based guidelines is provided below:
• ASC NEPM, soil HIL A – low-density residential land use
• ASC NEPM, soil HIL C – recreational land use
• NEPM 1999 Soil HSL A/B for vapour intrusion – residential land use (sand, 0-1 mBGL)
• CRC CARE, 2011, soil HSL A for direct contact – low-density residential land use
• CRC CARE, 2011, soil HSL C for direct contact – recreational/open space land use.
The adopted health-based guidelines are presented on chemical summary tables in Appendix H.
Ecological Screening Guidelines
Chemical contaminants may adversely affect the ecological values of a site and the levels
considered suitable based on human health considerations may not afford protection to the
local ecology. In order to consider the potential for toxicity to sensitive plants and animals,
contaminant concentrations have also been compared to ecological investigation levels (EILs)
and ecological screening levels (ESLs) presented in the ASC NEPM. These values are typically only
applicable to the top 2 m of the soil profile where plants (and to a lesser degree animals) are
likely to interact with the soil.
EILs were derived using site-specific physico-chemical parameters from sample TP11-02 as inputs
into the NEPM 2013 Ecological Investigation Level Calculation Spreadsheet. The derivation of EILs
was anticipated to produce appropriately conservative screening values.
ESLs are dependent upon the grain size of site soils. For shallow site soils, ESLs for coarse-grained
soils were considered most appropriate.
A summary of the adopted ecological-based guidelines is provided below:
• ASC NEPM, soil EIL – urban residential/public open space land use
23
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
• ASC NEPM, soil ESL – urban residential/public open space (coarse soils).
The adopted ecological-based guidelines are presented on chemical summary tables in
Appendix H, along with the output from the ASC NEPM Ecological Investigation Level Calculation
Spreadsheet.
The ESLs presented in the ASC NEPM 1999 (as amended 2013) were adopted from provisional
Canadian environmental health soil quality guidelines (CCME SQGE). Following the amendment
of the ASC NEPM in 2013, new toxicological data led the Canadian Council of Ministers of the
Environment (CCME) to revise the Canadian SGQEs for benzo(a)pyrene to 20 mg/kg for
residential/parkland sites. Correspondence3 from EPA supported the use of the revised CCME
SGQE within preliminary environmental risk assessments and risk management decisions, as use of
the existing NEPM ESL benzo(a)pyrene criteria may result in an overly conservative approach to
soil remediation and management. The CCME screening level for benzo(a)pyrene has been
included in the soil chemical data tables presented in Appendix H.
7.5 Waste Classification
Criteria used to assess the suitability of waste soils for offsite disposal are presented in the EPA
information sheet Current Criteria for the Classification of Waste including Commercial and
Industrial Waste (Listed) and Waste Soil (March 2010, EPA), dated March 2010.
The waste soil classifications, listed in order of severity of contamination from lowest to highest,
are:
• Waste Fill (WF)
• Intermediate Waste Soil (IWS)
• Low-Level Contaminated Waste (LLCW)
Maximum permissible chemical concentrations for these waste classifications are referred to
collectively as the soil disposal criteria and are presented in soil chemical summary tables in
Appendix H.
In addition to chemical content, consideration is given to the physical requirements of WF as
defined in the Environment Protection Regulations 2009. “Waste Fill” is defined as waste
containing clay, concrete, rock, sand, soil or other inert mineralogical matter in pieces not
exceeding 100 mm in length (but that does not include waste consisting of or containing
asbestos or bitumen).
3 SAEPA (2 July 2015), EPA guidance in relation to BaP ESLs, email from Wendy Boyce to Site Contamination Auditors.
24
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
8 Soil Sampling Results
The following section summarises the field observations and results of the laboratory soil testing.
Soil sampling locations are presented on Figure 2 in Appendix A. Tabulated results of chemical
testing are presented in Appendix H. Laboratory certificates of analysis are presented in
Appendix I.
8.1 Field Observations
All sampling areas assessed were unsealed, with the site mostly covered with grass and weeds.
Brown, low-moderate plasticity sandy clay was observed in all test pits as a surface layer to
approximately 0.2 mBGL. All test pits contained multiple layers of fill, the composition of which
varied across the site. Fill in the vicinity of test pit TP02 was observed to contain ash, cinders, and
fragments of asphalt. This material was not observed elsewhere on the site.
Natural soils were encountered at each test pit, underlying fill at a depth of approximately 0.5 to
0.8 mBGL. Soils comprised brown to brown-orange sandy clay with low-moderate plasticity.
There were many stockpiles of varying composition, age and size along the northern border of
the site. Four of these were selected for sampling. Some of the stockpiles contained inclusions of
asphalt and gravel, as well as other construction and demolition waste material. Stockpiles with
these inclusions were generally located in the north-east portion of the site, and included the
stockpiles sampled as SP03 and SP04.
No suspected asbestos-containing materials were observed in either excavated soil or the
stockpiles assessed.
Detailed descriptions of the materials encountered are provided in soil bore logs in Appendix G.
8.2 Laboratory Results
Human Health Screening Guidelines
Concentrations of lead exceeded the NEPM 1999 HIL ‘A’ for residential land use of 300 mg/kg in
the samples of fill material assessed at TP02. These concentrations were marginally below the HIL
‘C; for recreational land use.
The concentration of toxic/carcinogenic PAHs (benzo(a)pyrene toxic equivalence quotient, BaP
TEQ) in one of two fill samples collected at this location also exceeded adopted residential and
recreational guideline (3.0 mg/kg). Detectable concentrations of PAHs were also reported in
stockpile samples SP02. SP03, and SP04; however, PAH concentrations for these stockpiles were
below adopted guidelines.
No other chemicals of interest were reported in the soil samples or stockpiles assessed that
exceeded the adopted human health screening guidelines.
Ecological Screening Guidelines
Concentrations of copper and zinc exceeded the calculated NEPM 1999 EILs for urban
residential land use (55 mg/kg and 620 mg/kg, respectively), including both residential and
recreational land uses, for both samples of fill material assessed at TP02.
No other chemicals of interest were reported in the soil samples or stockpiles assessed that
exceeded the adopted ecological screening guidelines.
25
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Waste Classification
Concentrations of copper, lead, manganese and zinc at test pit TP02 exceeded the criteria for
Waste Fill. The concentration of benzo(a)pyrene at this location, at a depth of 0.4-0.5 mBGL, also
exceeded the criteria for both Waste Fill and Intermediate Waste, while the concentration of
total PAHs exceeded the criteria for Waste Fill .
The concentrations of mercury in stockpiles SP03 and SP04 and zinc in SP03 exceeded the criteria
for Waste Fill.
No other chemicals of interest were reported in the soil samples or stockpiles assessed that
exceeded the criteria for Waste fill.
Waste Classification
Assessment of leachable heavy metals was undertaken on test pit soil samples that reported
maximum concentrations of copper and manganese (TP02-03) and lead and zinc (TP02-03).
Leachate testing was also undertaken on stockpile samples that reported maximum zinc (SP03)
and mercury (SP04 concentrations).
Concentrations of leachable metals in the samples assessed were below the criteria for
Intermediate Waste and/or the laboratory limit of reporting.
8.3 Soil Data Validation
A quality control / quality assurance (QC/QA) validation assessment was completed to assess
the suitability of the soil data for use as part of this PSI. As part of this, the relative percentage
difference (RPD) for a pair of duplicate concentrations was calculated using the formula:
RPD (%) = 100(x1 – x2) / x
where x1, x2 = duplicate results and x = mean of duplicate results.
According to the ASC NEPM,
• typical RPD values for soils are in the range of ±30%
• a RPD within the range was considered to show acceptable agreement and, conversely,
data was considered to have relatively poor agreement where a RPD was outside this
range.
Generally higher RPD values occur for organic compounds than for metals and where low
concentrations of an analyte are recorded. Where one or more samples within a duplicate pair
reported a concentration less than five times the LOR, no RPD was calculated. Instead, the
duplicate pair was considered to demonstrate acceptable precision where the difference
between the two samples was less than twice the LOR.
The results of internal laboratory quality control procedures are provided within the laboratory
certificates of analysis (Appendix I). The acceptance criterion for internal laboratory replicates
was set at an RPD of 30%. Laboratory recoveries should be in the range 50% to 150%.
Table 8 indicates conformance to specific QA/QC requirements for soil analysis.
26
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Table 8 Soil Data Validation
QA/QC Requirement Compliant Comment Acceptable
Chain of custody
documentation completed
Yes All samples were transported under strict LBWco
chain of custody procedures. Yes
Samples delivered to
laboratory within sample
holding times and with
correct preservative
Yes All samples were delivered to the laboratories
within the sample holding times and in
laboratory-supplied containers.
Yes
All analyses NATA
accredited
Yes Eurofins and ALS were NATA accredited for all
the analyses performed. Yes
Required number of sample
duplicates analysed
Yes Two duplicate samples were analysed for 27
primary samples. This complies with the
minimum duplicate ratio of 1 inter- and one
intra-laboratory duplicate for each set of 20
primary samples recommended in AS 4482.1
2005.
Yes
Soil QA/QC samples
reported RPDs within limits
recommended by the ASC
NEPM
Mostly The majority of QC data was compliant, with 49
of 52 duplicate pairs reported RPDs below the
target value. Elevated RPDs were considered
indicative of the highly heterogeneous nature of
site fill.
Yes
Equipment rinsate blank
frequency of at least one
per day
Yes An equipment rinsate blank sample (RINSE-01)
was collected from a nitrile glove.
Yes
Blank samples contained
concentrations below the
LOR.
Yes Chemicals of interest were not reported in the
rinsate blank, demonstrating decontamination
procedures were adequate.
Yes
Acceptable laboratory QC
results
Mostly Most internal laboratory duplicates, matrix
spikes, and method blanks were within limits
(516 of 520). Exceptions were not considered to
affect the conclusions of the assessment.
Yes
Quality control data collected during this investigation indicated that the majority of QA/QC
results were within acceptable limits. Accordingly, LBWco considered that the data quality was
adequate for the purpose of this investigation.
27
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
9 Conclusions and Recommendations
Based on a desktop review of current and historical site information and a site inspection, LBWco
prepared a summary CSM for PCAs that were inferred to have occurred at or near the subject
site. The following PCAs were identified:
• Three prescribed PCAs were inferred to have occurred on the site, with the following
likelihoods of having resulted in site contamination that may pose a significant risk or liability
for future land users:
‒ Fill or soil importation throughout the site - HIGH
‒ Stormwater detention basin on the west portion of the site – LOW
‒ Asbestos disposal on the south site boundary – LOW
• The presence of an electrical transformer on the west site boundary was identified as a non-
prescribed PCA, with a low risk of having resulted in site contamination that may pose a
significant risk to future site users.
• Seven prescribed PCAs were inferred to have occurred in the surrounding area, with the
following likelihoods of having resulted in site contamination that may pose a significant risk or
liability for future land users:
‒ A historical construction works depot immediately east of the site – MODERATE
‒ Motor vehicle repair or maintenance on numerous industrial properties located east and
north-east of the site – LOW to MODERATE
‒ A service station located north-east of the site – LOW to MODERATE
‒ A potential vessel repair/construction facility north of the site – LOW
‒ An abrasive blasting operation located north-east of the site – LOW to NEGLIGIBLE
‒ A historical metals processing and treatment facility located south-west of the site -
NEGLIGIBLE
• The presence of a beauty products manufacturer north-east of the site was identified as a
non-prescribed PCA, with a low risk of having resulted in site contamination that may pose a
significant risk to future site users.
Based on the results of the intrusive investigation program, the following conclusions are drawn:
• Fill on part of the western portion of the site, east of the detention basin and in the vicinity of
TP02, was impacted with PAH and heavy metal contamination. This material may pose a
potential health risk to future residential occupants of the site, and to current and future
ecological receptors at the site. Although concentrations of PAHs also exceeded human
health and ecological guidelines for recreational land use, it is understood by LBWco that the
site is no longer in use as community recreational land. In addition, as PAH-impacted soil at
this location is present at a depth of 0.4 mBGL, the risk of exposure in the site’s current state is
considered to be low.
• The vertical and areal extents of contamination in this area is unknown; however, impacts are
likely limited vertically to the extent of fill (0.8 mBGL). The contaminated fill identified at TP02 is
visually distinct from fill material observed elsewhere on-site, containing ash, cinders, and
fragments of bitumen.
• For purposes of off-site disposal, the contaminated fill in this area of the site was classified as
Low-Level Contaminated Waste. However, as this material only marginally exceeded the
28
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Intermediate Waste criterion for benzo(a)pyrene in one sample, it is possible that additional
sampling could allow for reclassification as Intermediate Waste.
• No unacceptable risks to human health or ecology were identified for soil on the remainder of
the site, in the context of recreational or residential land use. Should this material become
surplus to site development, the preliminary waste classification for the material would be
Waste Fill. It is important to note that any soils to be disposed of as Waste Fill must also meet
the physical requirements of Waste Fill to be classified as such.
• Soil in the stockpiles assessed did not pose an unacceptable risk to human health of ecology
in the context of recreational or residential land use. Trace concentrations of PAHs were
present in three of four stockpile samples, and based on concentrations of heavy metals, the
preliminary classification of two of four stockpile samples for the purpose of of-site disposal
was Intermediate Waste. Should stockpiles be removed for off-site disposal, additional
sampling will be required to appropriately classify materials at the various stockpiles for
disposal.
The information provided in this report is subject to the limitations expressed in Section 10. The
reader should make themselves aware of the limitations and how they relate to the conclusions
provided.
29
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
10 Limitations
Scope of Services
This environmental site assessment report (“the report”) has been prepared in accordance with
the scope of services set out in the contract, or as otherwise agreed, between Jensen Plus
(Jensen) and LBW Co Pty Ltd (LBWco) (“scope of services”). In some circumstances the scope of
services may have been limited by a range of factors such as time, budget, access and/or site
disturbance constraints.
Reliance on Data
In preparing the report, LBWco has relied upon data, surveys, analyses, designs, plans and other
information provided by Jensen and other individuals and organisations, most of which are
referred to in the report (“the data”). Except as otherwise stated in the report, LBWco has not
verified the accuracy or completeness of the data. To the extent that the statements, opinions,
facts, information, conclusions and/or recommendations in the report (“conclusions”) are based
in whole or part on the data, those conclusions are contingent upon the accuracy and
completeness of the data. LBWco will not be liable in relation to incorrect conclusions should any
data, information or condition be incorrect or have been concealed, withheld, misrepresented
or otherwise not fully disclosed to LBWco.
Environmental Conclusions
In accordance with the scope of services, LBWco has relied upon the data and has conducted
environmental field monitoring and/or testing in the preparation of the report. The nature and
extent of monitoring and/or testing conducted is described in the report.
On all sites, varying degrees of non-uniformity of the vertical and horizontal soil or groundwater
conditions are encountered. Hence no monitoring, common testing or sampling technique can
eliminate the possibility that monitoring or testing results/samples are not totally representative of
soil and/or groundwater conditions encountered. The conclusions are based upon the data and
the environmental field monitoring and/or testing and are therefore merely indicative of the
environmental condition of the site at the time of preparing the report, including the presence or
otherwise of contaminants or emissions.
Also, it should be recognised that site conditions, including the extent and concentration of
contaminants, can change with time.
Within the limitations imposed by the scope of services, the monitoring, testing, sampling and
preparation of this report have been undertaken and performed in a professional manner, in
accordance with generally accepted practices and using a degree of skill and care ordinarily
exercised by reputable environmental consultants under similar circumstances. No other
warranty, expressed or implied, is made.
Report for Benefit of Jensen
The report has been prepared for the benefit of Jensen and no other party. LBWco assumes no
responsibility and will not be liable to any other person or organisation for or in relation to any
matter dealt with or conclusions expressed in the report, or for any loss or damage suffered by
any other person or organisation arising from matters dealt with or conclusions expressed in the
report (including without limitation matters arising from any negligent act or omission of LBWco or
for any loss or damage suffered by any other party relying upon the matters dealt with or
conclusions expressed in the report). Other parties should not rely upon the report or the
accuracy or completeness of any conclusions and should make their own enquiries and obtain
independent advice in relation to such matters.
Other Limitations
LBWco will not be liable to update or revise the report to take into account any events or
emergent circumstances or facts occurring or becoming apparent after the date of the report.
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Appendix A
Figures
FIGURE 1
Site Location Plan
Cowan Street Angle Park
PSI
For
Jensen Plus
LEGEND
Site Boundary
Map Details
Source Map data © Google Maps / Property
Location Browser
LBW co Details
Job No. 191091
Drawn MF Rev. 0
Checked MP Date 08.05.19
N
SITE
FIGURE 2
Site Features Plan
Cowan Street, Angle Park
PSI
For
Jensen Plus
LEGEND
SCALE
0 20 40 m
Site Boundary
LBW co Details
Job No. 191091
Drawn TH Rev. 0
Checked MP Date 02.07.2019
N
Drainage Basin
Electrical Transformer
Asbestos Fragments
Stockpiled Soil
FIGURE 3
Surrounding Land
Features
Cowan St, Angle Park
PSI—Site History
For
Jensen Plus
LEGEND
SCALE
0 35 70m
LBW co Details
Job No. 191091
Drawn TH Rev. 0
Checked MP Date 02.07.2019
N
BP Service Station/
car wash
17 Warren Street, historical
metal processing and
treatment.
Catcon earthmoving
Sports Marine
Karcher pressure
cleaners
CMI Hino truck service
centre
Natural Look Manufacturer,
Able Blasting Contractors/
Cavpower Rentals
Approximate site
boundary
Significant current offsite
properties
Significant former offsite
properties
Historical ETSA depot
FIGURE 4
Site Layout and Sample
Location Plan
Cowan Street Angle Park
PSI
For
Jensen Plus
LEGEND
SCALE
0 20 40 m
Site Boundary
Stockpile Sample
Test Pit Location
LBW co Details
Job No. 191091
Drawn TH Rev. 0
Checked MP Date 02.07.2019
N
TP01 TP02
TP03
TP04
TP05
TP06
TP07
TP08
TP09
TP10 TP11
TP12
SP01 SP02 SP03 SP04
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Appendix B
Certificates of Title
1
Land Ownership History
Lot 113 &115 Cowan St, Angle Park
191091
CT 5791/575
Parent Title 5227/157
Allotment 115 Deposited Plan 54323 in the area named Angle
Park, Hundred of Yatala
21.07.2000 New Title to City of Port Adelaide Enfield
Current CT
CT 5791/576
Parent Title CT 5227/157
Allotment 113 Deposited Plan 54323 in the area named Angle
Park, Hundred of Yatala
21.07.2000 New Title to City of Port Adelaide Enfield
Current CT
CT 2844/103
Allotment 4 of subdivision of portion of section 402 and other land
laid out as Angle Park in the county of Adelaide, Hundred of
Yatala
18.01.1961 New Title to The Corporation of the City of Enfield
20.04.1971 Lease to Days Road Social Club Incorporated
Cancelled to CT 5227/157
CT 2690/107
Allotments 1,2,3,4,5,6 and 7 of the subdivision of portion of section
402 and other land laid out as Angle Park in the county of Ade-
laide, Hundred of Yatala.
27.08.1959 New Title to South Australian Housing Trust
15.12.1960 Transfer to The Corporation of the City of Enfield
Cancelled to CT 2844/103
CT 5227/157
Allotment 106 Deposited Plan 40653 in the area named Angle
Park, Hundred of Yatala
14.11.1994 New Title to City of Port Adelaide Enfield
Cancelled to CT 5791/157 and CT 5791/576
CT 1890/107
Blocks 5,6,7 and 8 of the subdivision of Section 402 in the county
of Adelaide, Hundred of Yatala
04.06.1946 New Title to Harold Edgar Williamson and
Frederick Lerpinere Williamson
08.01.1946 Transfer to South Australian Housing Trust
Cancelled to CT 2690/107
CT 1258/188
Portion of Section 402 in the county of Adelaide, Hundred of
Yatala
29.11.1922 Transfer to Eric William Robinson
03.02.1927 Transfer to Sydney James Melville
03.02.1927 Transfer to John Ford Towt
03.02.1927 Transfer to Arthur William Jarrett
08.05.1927 Transfer to James Grey Moseley
Cancelled to CT 1890/107
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Appendix C
WaterConnect Groundwater Database Search
WaterConnect Groundwater Database Records
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
Search Date 08-May-19
Headings Class
EC: Electrical conductivity WW: Water wells
TDS: Total dissolved solids WP: Waterpoint well
SWL: Standing water level MW: Monitoring Well
RSWL: Relative standing water level ENG: Engineering Well
Strat: Stratigraphic Well
Purpose
APN: Anode Protection FND: Foundations REC: Recharge
APP: Appraisal GEN: General Usage RHL: Rock Hole
ASR: Aquifer Storage and Recovery GTH: Geothermal Energy RIV: River
CMT: Construction Materials HOL: Water Hole SCI: Scientific
COA: Coal IND: Industrial SEA: Sea Water
DAM: Dam INV: Investigation SEI: Seismic Status
DEP: Deepening IRR: Irrigation SOK: Soak ABD: Abandoned
DEV: Development LAK: Lake SPR: Spring BKF: Backfilled
DOM: Domestic LWD: Liquid Waste Disposal STK: Stock CFL: Controlled flowing
DRN: Drainage MON: Monitoring TNK: Tank NL: Not located
DWT: Dewatering MWS: Mine Water Supply TWS: Town Water Supply (Public/Muncipal)OPR: Operational
ENV: Environmental OBS: Observation UKN: Unknown NOP: Not Operational 2.0 km
ETH: Earthing PRO: Production WAS: Waste Disposal UFL: Uncontrolled flowing 396
EXP: Exploration RCL: Recreational UKN: Unknown 0
FIR: Fire Fighting RDC: Road Construction / Maintenance RHB: Rehabilitated 321
Min: 156
Max: 76000
Unit No. Class Purpose Status Status DateOriginal Drilled
Depth
Original Drilled
DateSWL RSWL
Water Level
DateTDS EC EC Date pH pH date Yield Yield date mga easting mga northing mga zone
6628-4400 ENG INV UKN 9/12/1960 2.44 9/12/1960 278362.74 6141148.24 54
6628-29724 WW ENV 3 3/09/2018 278757 6141062 54
6628-8701 ENG UKN 20/12/1960 3.66 20/12/1960 278563.77 6140724.23 54
6628-11499 WW DRN OPR 4 6/09/1980 275429.71 6139380.31 54
6628-11500 WW DRNOBS OPR 4 6/09/1980 275430.7 6139362.24 54
6628-18045 WW OBS 4 15/01/1996 1143 2070 17/01/1996 7.8 17/01/1996 278307 6141243.24 54
6628-19485 WW MON 4 30/12/1998 2.73 2.14 5/01/1999 275731.86 6140808.25 54
6628-19486 WW MON 4 30/12/1998 2.77 2.09 5/01/1999 275731.89 6140818.24 54
6628-24693 WW INV 4 21/11/2006 2.2 1.68 21/11/2006 17235 28300 23/11/2006 277831.21 6141618.24 54
6628-26979 WW INV 4 26/06/2013 2.5 26/06/2013 277235.19 6141236.12 54
6628-26980 WW INV 4 26/06/2013 2.1 26/06/2013 277247.54 6141190.34 54
6628-26981 WW INV 4 25/06/2013 2.3 25/06/2013 277226.76 6141198.47 54
6628-26982 WW INV 4 25/06/2013 2.3 25/06/2013 277220.73 6141217.75 54
6628-17035 ENG 4.49 276421.83 6140678.17 54
6628-21074 WW INV 4.5 27/09/2002 2 1.78 27/09/2002 277803.05 6141692.53 54
6628-26372 WW INV 4.5 15/03/2012 3.42 15/03/2012 277817.16 6140985.39 54
6628-27914 WW INV 4.5 22/05/2015 2.6 22/05/2015 277231.26 6141212.95 54
6628-8705 ENG UKN 20/12/1960 4.57 20/12/1960 278575.7 6140397.31 54
6628-8706 ENG UKN 11/01/1961 4.57 11/01/1961 278594.75 6140037.26 54
6628-8717 ENG UKN 12/01/1961 4.57 12/01/1961 0 3.67 8/12/2000 278627.74 6139736.26 54
6628-19484 WW MON 4.6 30/12/1998 2.79 2.09 5/01/1999 275741.92 6140808.28 54
6628-25692 WW INV 4.6 23/03/2011 2.3 23/03/2011 277307 6141527 54
6628-20786 WW INV 4.9 31/10/2001 1.95 2.95 31/10/2001 278264 6140967 54
6628-18046 WW OBS 5 15/01/1996 27703 43300 17/01/1996 8.1 17/01/1996 278446.86 6141483.48 54
6628-18054 WW OBS 5 15/01/1996 9866 16870 17/01/1996 7.7 17/01/1996 278326.78 6141023.28 54
6628-20689 WW INV 5 31/10/2001 3.25 1.63 31/10/2001 278162.1 6140821.05 54
6628-20787 WW INV 5 31/10/2001 2.62 2.29 31/10/2001 278259 6140521 54
6628-21073 WW INV 5 27/09/2002 2 1.7 27/09/2002 277833.19 6141760 54
6628-24694 WW INV 5 21/11/2006 1.8 1.99 21/11/2006 45010 64300 23/11/2006 277946.49 6141705.87 54
6628-24695 WW INV 5 21/11/2006 1.5 2.41 21/11/2006 18119 29600 23/11/2006 278078.43 6141643.01 54
6628-25191 WW 5 22/02/2010 2.5 22/02/2010 1984 3570 23/02/2010 276433.78 6140797.46 54
6628-26286 WW INV 5 13/04/2012 2 13/04/2012 277842.37 6141557.52 54
6628-26287 WW INV 5 13/04/2012 2 13/04/2012 277956.98 6141654.94 54
Salinity in shallow wells
(TDS mg/L)
Well Search Summary
Search Radius:
Onsite wells:
Shallow wells (<20m):
Total number of wells:
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Notes and Calcs\Water Connect\191091 - Waterconnect_2.0KM.xlsx Page 1 of 8
WaterConnect Groundwater Database Records
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
Search Date 08-May-19
Headings Class
EC: Electrical conductivity WW: Water wells
TDS: Total dissolved solids WP: Waterpoint well
SWL: Standing water level MW: Monitoring Well
RSWL: Relative standing water level ENG: Engineering Well
Strat: Stratigraphic Well
Purpose
APN: Anode Protection FND: Foundations REC: Recharge
APP: Appraisal GEN: General Usage RHL: Rock Hole
ASR: Aquifer Storage and Recovery GTH: Geothermal Energy RIV: River
CMT: Construction Materials HOL: Water Hole SCI: Scientific
COA: Coal IND: Industrial SEA: Sea Water
DAM: Dam INV: Investigation SEI: Seismic Status
DEP: Deepening IRR: Irrigation SOK: Soak ABD: Abandoned
DEV: Development LAK: Lake SPR: Spring BKF: Backfilled
DOM: Domestic LWD: Liquid Waste Disposal STK: Stock CFL: Controlled flowing
DRN: Drainage MON: Monitoring TNK: Tank NL: Not located
DWT: Dewatering MWS: Mine Water Supply TWS: Town Water Supply (Public/Muncipal)OPR: Operational
ENV: Environmental OBS: Observation UKN: Unknown NOP: Not Operational 2.0 km
ETH: Earthing PRO: Production WAS: Waste Disposal UFL: Uncontrolled flowing 396
EXP: Exploration RCL: Recreational UKN: Unknown 0
FIR: Fire Fighting RDC: Road Construction / Maintenance RHB: Rehabilitated 321
Min: 156
Max: 76000
Unit No. Class Purpose Status Status DateOriginal Drilled
Depth
Original Drilled
DateSWL RSWL
Water Level
DateTDS EC EC Date pH pH date Yield Yield date mga easting mga northing mga zone
Salinity in shallow wells
(TDS mg/L)
Well Search Summary
Search Radius:
Onsite wells:
Shallow wells (<20m):
Total number of wells:
6628-26288 WW INV 5 13/04/2012 2 13/04/2012 277925.46 6141515.49 54
6628-26373 WW INV 5 15/03/2012 3.58 15/03/2012 277833.34 6141016.49 54
6628-26374 WW INV 5 15/03/2012 2.7 15/03/2012 277837.14 6141034.19 54
6628-26375 WW INV 5 16/03/2012 2.8 16/03/2012 277866.72 6141005.11 54
6628-26376 WW INV 5 16/03/2012 2.6 16/03/2012 277800.21 6140998.79 54
6628-26377 WW INV 5 22/03/2012 3.2 22/03/2012 277777.2 6141016.79 54
6628-26389 WW INV 5 30/05/2012 3 30/05/2012 276406.79 6140816.98 54
6628-26390 WW INV 5 29/05/2012 3 29/05/2012 276430.08 6140825.83 54
6628-26391 WW INV 5 29/05/2012 3 29/05/2012 276451.21 6140826.78 54
6628-26392 WW INV 5 30/05/2012 3 30/05/2012 276463.05 6140817.58 54
6628-26393 WW INV 5 29/05/2012 3 29/05/2012 276449.42 6140792.33 54
6628-26394 WW INV 5 30/05/2012 3 30/05/2012 276422.47 6140796.98 54
6628-26592 WW INV 5 21/06/2012 3 21/06/2012 277263.27 6141206.56 54
6628-26593 WW INV 5 21/06/2012 3 21/06/2012 277243.92 6141199.79 54
6628-26594 WW INV 5 21/06/2012 3 21/06/2012 277255.54 6141217.06 54
6628-26966 WW 5 29/07/2013 3.02 29/07/2013 276398.34 6140810.03 54
6628-26967 WW INV 5 29/07/2013 2.91 29/07/2013 276396.92 6140825.55 54
6628-26968 WW INV 5 29/07/2013 276429.73 6140789.43 54
6628-26969 WW INV 5 31/07/2013 2.84 31/07/2013 276463.96 6140830.64 54
6628-26970 WW INV 5 31/07/2013 2.67 31/07/2013 276403.67 6140847.58 54
6628-26971 WW INV 5 31/07/2013 2.69 31/07/2013 276418.36 6140848.77 54
6628-27059 WW INV 5 17/09/2013 3.2 17/09/2013 276412.56 6140788.39 54
6628-27060 WW INV 5 17/09/2013 3.1 17/09/2013 276402.75 6140787.65 54
6628-27838 WW 5 18/11/2014 2.62 18/11/2014 276471.89 6140770.49 54
6628-27839 WW INV 5 18/11/2014 276473.08 6140758.32 54
6628-27840 WW INV 5 19/11/2014 2.55 19/11/2014 276457.89 6140745.41 54
6628-27841 WW INV 5 19/11/2014 2.52 19/11/2014 276442.65 6140743.98 54
6628-27842 WW INV 5 19/11/2014 276429 6140742.87 54
6628-27843 WW INV 5 11/02/2015 2.69 11/02/2015 276384.23 6140826.21 54
6628-27844 WW INV 5 11/02/2015 2.94 11/02/2015 276367.24 6140824.94 54
6628-27845 WW INV 5 11/02/2015 3.17 11/02/2015 276409.47 6140807.16 54
6628-27846 WW INV 5 13/02/2015 3.48 13/02/2015 276408.36 6140787.95 54
6628-27847 WW INV 5 13/02/2015 3.42 13/02/2015 276397.72 6140798.03 54
6628-28036 WW 5 7/09/2015 3.39 7/09/2015 276419.37 6140782.35 54
6628-28277 WW INV 5 2/01/2015 2.87 2/01/2015 276351 6140824.73 54
6628-28278 WW INV 5 2/01/2015 2.82 2/01/2015 276333.52 6140823.32 54
6628-28279 WW INV 5 2/11/2015 2.98 2/11/2015 276338.45 6140843.54 54
6628-28280 WW 5 3/11/2015 2.93 3/11/2015 276295.08 6140840.11 54
6628-28281 WW INV 5 3/11/2015 2.7 3/11/2015 276216.79 6140880.66 54
6628-28282 WW 5 3/11/2015 2.75 3/11/2015 276212.68 6140932.8 54
6628-28283 WW INV 5 4/11/2015 2.62 4/11/2015 276209.04 6140981.53 54
6628-28284 WW 5 17/12/2015 3.5 17/12/2015 276258.3 6140907.72 54
6628-28285 WW INV 5 18/12/2015 3.53 18/12/2015 276301.92 6140852.3 54
6628-28286 WW INV 5 16/12/2015 3.29 16/12/2015 276316.64 6140872.6 54
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Notes and Calcs\Water Connect\191091 - Waterconnect_2.0KM.xlsx Page 2 of 8
WaterConnect Groundwater Database Records
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
Search Date 08-May-19
Headings Class
EC: Electrical conductivity WW: Water wells
TDS: Total dissolved solids WP: Waterpoint well
SWL: Standing water level MW: Monitoring Well
RSWL: Relative standing water level ENG: Engineering Well
Strat: Stratigraphic Well
Purpose
APN: Anode Protection FND: Foundations REC: Recharge
APP: Appraisal GEN: General Usage RHL: Rock Hole
ASR: Aquifer Storage and Recovery GTH: Geothermal Energy RIV: River
CMT: Construction Materials HOL: Water Hole SCI: Scientific
COA: Coal IND: Industrial SEA: Sea Water
DAM: Dam INV: Investigation SEI: Seismic Status
DEP: Deepening IRR: Irrigation SOK: Soak ABD: Abandoned
DEV: Development LAK: Lake SPR: Spring BKF: Backfilled
DOM: Domestic LWD: Liquid Waste Disposal STK: Stock CFL: Controlled flowing
DRN: Drainage MON: Monitoring TNK: Tank NL: Not located
DWT: Dewatering MWS: Mine Water Supply TWS: Town Water Supply (Public/Muncipal)OPR: Operational
ENV: Environmental OBS: Observation UKN: Unknown NOP: Not Operational 2.0 km
ETH: Earthing PRO: Production WAS: Waste Disposal UFL: Uncontrolled flowing 396
EXP: Exploration RCL: Recreational UKN: Unknown 0
FIR: Fire Fighting RDC: Road Construction / Maintenance RHB: Rehabilitated 321
Min: 156
Max: 76000
Unit No. Class Purpose Status Status DateOriginal Drilled
Depth
Original Drilled
DateSWL RSWL
Water Level
DateTDS EC EC Date pH pH date Yield Yield date mga easting mga northing mga zone
Salinity in shallow wells
(TDS mg/L)
Well Search Summary
Search Radius:
Onsite wells:
Shallow wells (<20m):
Total number of wells:
6628-29189 WW ENV 5 27/07/2017 276838.74 6140130.4 54
6628-29190 WW ENV 5 27/07/2017 276684.97 6140082.68 54
6628-29191 WW ENV 5 27/07/2017 276805.64 6139989.23 54
6628-29666 WW INV 5 14/06/2018 278135.96 6139774.62 54
6628-29667 WW INV 5 14/06/2018 278107.11 6139771.67 54
6628-28271 WW INV 5.2 15/02/2016 2.97 15/02/2016 276455.41 6140699.97 54
6628-16189 WW OBS 5.4 0.3 1/12/1992 275321.79 6139438.38 54
6628-8718 ENG UKN 13/01/1961 5.49 13/01/1961 278702.78 6139319.3 54
6628-25365 WW INV 5.5 1/06/2010 2.9 1/06/2010 277252.37 6140700.18 54
6628-28272 WW INV 5.5 15/02/2016 3.45 15/02/2016 276528.26 6140646.81 54
6628-28273 WW INV 5.5 15/02/2016 4.08 15/02/2016 276409.05 6140538.6 54
6628-28997 WW ENV 5.5 25/07/2017 276260 6140967 54
6628-29608 WW ENV 5.5 9/07/2018 278455 6140262 54
6628-29609 WW ENV 5.5 10/07/2018 278331 6140250 54
6628-29999 WW INV 5.5 19/10/2018 19/10/2018 275366.37 6139422.81 54
6628-25364 WW INV 5.6 1/06/2010 277298.51 6140719.33 54
6628-25366 WW INV 5.6 1/06/2010 3.2 1/06/2010 277310.93 6140777.61 54
6628-13434 WW DRN OPR 6 2/08/1985 2.1 2.61 2/08/1985 275587.78 6140825.26 54
6628-18999 WW INV 6 23/12/1997 3.6 1.6 23/12/1997 277196.9 6140528.24 54
6628-19000 WW INV 6 23/12/1997 3.6 1.6 23/12/1997 277171.89 6140548.27 54
6628-19001 WW INV 6 23/12/1997 3.69 1.46 23/12/1997 0.01 23/12/1997 277211.85 6140553.24 54
6628-19002 WW INV 6 13/02/1998 3.8 1.26 13/02/1998 277191.91 6140613.25 54
6628-19003 WW INV 6 13/02/1998 3.66 1.51 13/02/1998 277161.86 6140573.23 54
6628-19004 WW INV 6 13/02/1998 3.7 1.41 13/02/1998 277201.91 6140578.31 54
6628-19005 WW INV 6 13/02/1998 4.17 1.3 13/02/1998 277216.9 6140383.32 54
6628-19006 WW INV 6 13/02/1998 4.1 1.38 13/02/1998 277186.89 6140383.26 54
6628-19007 WW INV 6 13/02/1998 4.23 1.28 13/02/1998 277201.92 6140363.31 54
6628-19282 WW MON 6 19/06/1998 2.2 3.06 19/06/1998 0.2 19/06/1998 277196.9 6140498.27 54
6628-19283 WW MON 6 19/06/1998 2 3.58 19/06/1998 0.2 19/06/1998 277166.85 6140338.26 54
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Notes and Calcs\Water Connect\191091 - Waterconnect_2.0KM.xlsx Page 3 of 8
WaterConnect Groundwater Database Records
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
Search Date 08-May-19
Headings Class
EC: Electrical conductivity WW: Water wells
TDS: Total dissolved solids WP: Waterpoint well
SWL: Standing water level MW: Monitoring Well
RSWL: Relative standing water level ENG: Engineering Well
Strat: Stratigraphic Well
Purpose
APN: Anode Protection FND: Foundations REC: Recharge
APP: Appraisal GEN: General Usage RHL: Rock Hole
ASR: Aquifer Storage and Recovery GTH: Geothermal Energy RIV: River
CMT: Construction Materials HOL: Water Hole SCI: Scientific
COA: Coal IND: Industrial SEA: Sea Water
DAM: Dam INV: Investigation SEI: Seismic Status
DEP: Deepening IRR: Irrigation SOK: Soak ABD: Abandoned
DEV: Development LAK: Lake SPR: Spring BKF: Backfilled
DOM: Domestic LWD: Liquid Waste Disposal STK: Stock CFL: Controlled flowing
DRN: Drainage MON: Monitoring TNK: Tank NL: Not located
DWT: Dewatering MWS: Mine Water Supply TWS: Town Water Supply (Public/Muncipal)OPR: Operational
ENV: Environmental OBS: Observation UKN: Unknown NOP: Not Operational 2.0 km
ETH: Earthing PRO: Production WAS: Waste Disposal UFL: Uncontrolled flowing 396
EXP: Exploration RCL: Recreational UKN: Unknown 0
FIR: Fire Fighting RDC: Road Construction / Maintenance RHB: Rehabilitated 321
Min: 156
Max: 76000
Unit No. Class Purpose Status Status DateOriginal Drilled
Depth
Original Drilled
DateSWL RSWL
Water Level
DateTDS EC EC Date pH pH date Yield Yield date mga easting mga northing mga zone
Salinity in shallow wells
(TDS mg/L)
Well Search Summary
Search Radius:
Onsite wells:
Shallow wells (<20m):
Total number of wells:
6628-19284 WW MON 6 16/06/1998 2.3 3.29 16/06/1998 0.2 16/06/1998 277211.86 6140323.26 54
6628-19285 WW MON 6 16/06/1998 2.1 3.4 16/06/1998 0.2 16/06/1998 277266.85 6140368.33 54
6628-19286 WW MON 6 16/06/1998 2.5 3.05 16/06/1998 0.2 16/06/1998 277191.89 6140343.31 54
6628-19287 WW MON 6 16/06/1998 2.2 3.35 16/06/1998 0.2 16/06/1998 277141.9 6140363.29 54
6628-21499 WW MON 6 15/08/2003 3.94 0.32 15/08/2003 278795.86 6140455.14 54
6628-21500 WW MON 6 15/08/2003 3.95 0.24 15/08/2003 278766.14 6140388.58 54
6628-21501 WW MON 6 15/08/2003 4.02 0.23 15/08/2003 278748.31 6140419.48 54
6628-21502 WW MON 6 15/08/2003 4.09 0.25 15/08/2003 278736.43 6140478.91 54
6628-29516 WW MON 6 20/04/2018 277962 6141713 54
6628-29607 WW ENV 6 9/07/2018 278397 6140083 54
6628-29614 WW INV 6 26/02/2018 4.75 26/02/2018 278750.4 6141168.2 54
6628-29991 WW INV 6 15/10/2018 15/10/2018 275410.41 6139340.98 54
6628-26812 WW INV 6.1 3/05/2013 277933 6141661.74 54
6628-26991 WW INV 6.2 4/12/2013 278374.72 6140602.9 54
6628-8852 ENG 6.25 10/02/1961 1.52 3.49 10/02/1961 276230.74 6140747.31 54
6628-8719 ENG UKN 13/12/1960 6.4 13/12/1960 278774.76 6138960.31 54
6628-18992 WW INV 6.5 22/09/1997 4.9 -1.87 22/09/1997 279001.83 6139683.26 54
6628-21467 WW DOM 6.5 26/10/2003 2.7 3.68 26/10/2003 1647 2970 10/11/2003 0.3 26/10/2003 277412.22 6139582.13 54
6628-22200 WW MON 6.5 21/09/2005 3.8 0.37 21/09/2005 279029.3 6140476.03 54
6628-22201 WW MON 6.5 21/09/2005 3.8 0.31 21/09/2005 279030.04 6140442.1 54
6628-28040 WW INV BKF 28/09/2016 6.5 16/10/2015 4.42 16/10/2015 277456.32 6139045.34 54
6628-28041 WW INV BKF 28/09/2016 6.5 16/10/2015 4.5 16/10/2015 277297.42 6139109.19 54
6628-29983 WW INV DRY 15/10/2018 6.5 15/10/2018 15/10/2018 275417.11 6139085.7 54
6628-18993 WW INV 6.6 22/09/1997 5.3 -2.31 22/09/1997 278971.91 6139543.24 54
6628-16322 WW INV 7 23/03/1993 2414 4330 24/03/1993 7.6 24/03/1993 278766.85 6140453.43 54
6628-16323 WW INV 7 23/03/1993 2454 4400 24/03/1993 7.5 24/03/1993 278701.8 6140453.3 54
6628-16324 WW INV 7 23/03/1993 9632 16500 24/03/1993 7.4 24/03/1993 278836.71 6140538.36 54
6628-16325 WW INV 7 23/03/1993 699 1270 24/03/1993 8.7 24/03/1993 278856.69 6140393.22 54
6628-16326 WW INV 7 23/03/1993 567 1031 24/03/1993 7.8 24/03/1993 278786.73 6140388.2 54
6628-16327 WW INV 7 23/03/1993 6172 10812 24/03/1993 7.4 24/03/1993 278961.67 6140573.34 54
6628-16328 WW INV 7 23/03/1993 5462 9600 24/03/1993 7.1 24/03/1993 278776.82 6140533.14 54
6628-16329 WW INV 7 23/03/1993 5462 9600 24/03/1993 7 24/03/1993 278231.72 6140543.37 54
6628-18990 WW INV 7 22/09/1997 4.7 -1.33 22/09/1997 278776.84 6139703.24 54
6628-18991 WW INV 7 12/09/1997 4.5 -1.31 12/09/1997 278906.91 6139723.26 54
6628-18994 WW INV BKF 30/01/2013 7 22/09/1997 6.1 -3 22/09/1997 278911.9 6139558.22 54
6628-18997 WW INV 7 22/09/1997 5.5 -2.18 22/09/1997 278796.86 6139658.33 54
6628-19046 WW MON 7 24/06/1998 2.6 1.13 24/06/1998 0.2 24/06/1998 278926.86 6139128.26 54
6628-19047 WW MON 7 24/06/1998 2.5 0.95 24/06/1998 0.2 24/06/1998 278751.88 6139763.24 54
6628-19048 WW MON 7 24/06/1998 2.4 0.64 24/06/1998 0.2 24/06/1998 279026.9 6139713.28 54
6628-19049 WW MON 7 24/06/1998 2.6 0.6 24/06/1998 0.2 24/06/1998 278886.9 6139703.24 54
6628-19050 WW MON 7 24/06/1998 2.9 0.19 24/06/1998 0.2 24/06/1998 278946.87 6139663.29 54
6628-19141 WW INV 7 12/01/1998 4.87 2.14 12/01/1998 278781.86 6139783.28 54
6628-19142 WW INV 7 12/01/1998 3.77 3.96 12/01/1998 278881.85 6139238.27 54
6628-19143 WW INV 7 12/01/1998 5.08 2.12 12/01/1998 278811.87 6139783.23 54
6628-19144 WW INV 7 12/01/1998 4.96 2.26 12/01/1998 278876.88 6139758.27 54
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Notes and Calcs\Water Connect\191091 - Waterconnect_2.0KM.xlsx Page 4 of 8
WaterConnect Groundwater Database Records
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
Search Date 08-May-19
Headings Class
EC: Electrical conductivity WW: Water wells
TDS: Total dissolved solids WP: Waterpoint well
SWL: Standing water level MW: Monitoring Well
RSWL: Relative standing water level ENG: Engineering Well
Strat: Stratigraphic Well
Purpose
APN: Anode Protection FND: Foundations REC: Recharge
APP: Appraisal GEN: General Usage RHL: Rock Hole
ASR: Aquifer Storage and Recovery GTH: Geothermal Energy RIV: River
CMT: Construction Materials HOL: Water Hole SCI: Scientific
COA: Coal IND: Industrial SEA: Sea Water
DAM: Dam INV: Investigation SEI: Seismic Status
DEP: Deepening IRR: Irrigation SOK: Soak ABD: Abandoned
DEV: Development LAK: Lake SPR: Spring BKF: Backfilled
DOM: Domestic LWD: Liquid Waste Disposal STK: Stock CFL: Controlled flowing
DRN: Drainage MON: Monitoring TNK: Tank NL: Not located
DWT: Dewatering MWS: Mine Water Supply TWS: Town Water Supply (Public/Muncipal)OPR: Operational
ENV: Environmental OBS: Observation UKN: Unknown NOP: Not Operational 2.0 km
ETH: Earthing PRO: Production WAS: Waste Disposal UFL: Uncontrolled flowing 396
EXP: Exploration RCL: Recreational UKN: Unknown 0
FIR: Fire Fighting RDC: Road Construction / Maintenance RHB: Rehabilitated 321
Min: 156
Max: 76000
Unit No. Class Purpose Status Status DateOriginal Drilled
Depth
Original Drilled
DateSWL RSWL
Water Level
DateTDS EC EC Date pH pH date Yield Yield date mga easting mga northing mga zone
Salinity in shallow wells
(TDS mg/L)
Well Search Summary
Search Radius:
Onsite wells:
Shallow wells (<20m):
Total number of wells:
6628-19145 WW INV 7 12/01/1998 5.82 3.05 12/01/1998 279006.89 6139428.32 54
6628-19146 WW INV BKF 31/10/2013 7 12/01/1998 5.83 3.35 12/01/1998 278941.9 6139418.31 54
6628-19147 WW INV BKF 31/10/2013 7 12/01/1998 5.54 3.49 12/01/1998 278901.83 6139418.23 54
6628-19148 WW INV BKF 31/01/2013 7 12/01/1998 4.9 3.78 12/01/1998 278826.84 6139413.31 54
6628-19149 WW INV 7 12/01/1998 4.09 3.68 12/01/1998 278921.92 6139238.24 54
6628-19150 WW INV 7 12/01/1998 4.22 3.55 12/01/1998 278961.89 6139238.32 54
6628-19151 WW INV 7 13/01/1998 5.15 3.75 13/01/1998 278931.84 6139183.32 54
6628-19152 WW INV BKF 10/07/2002 7 13/01/1998 5.16 3.61 13/01/1998 278956.85 6139178.26 54
6628-19153 WW INV 7 13/01/1998 5.29 3.57 13/01/1998 278956.87 6139143.3 54
6628-19154 WW INV 7 13/01/1998 5.26 3.7 13/01/1998 278961.83 6139108.24 54
6628-19155 WW INV 7 13/01/1998 5.02 3.47 13/01/1998 278971.89 6139203.27 54
6628-19191 WW MON 7 9/10/1998 2.2 1.24 9/10/1998 0.1 9/10/1998 278896.91 6139258.28 54
6628-19192 WW MON 7 9/10/1998 2.2 1.4 9/10/1998 0.1 9/10/1998 278801.87 6139303.27 54
6628-19293 WW MON BKF 30/01/2013 7 17/06/1998 2.1 1.17 17/06/1998 0.2 17/06/1998 278871.91 6139388.32 54
6628-19294 WW MON BKF 30/01/2013 7 18/06/1998 2.2 1.55 18/06/1998 0.2 18/06/1998 278891.86 6139153.27 54
6628-19295 WW MON 7 17/06/1998 2 1.86 17/06/1998 0.2 17/06/1998 278896.91 6139118.32 54
6628-19296 WW MON 7 17/06/1998 2.3 0.98 17/06/1998 0.2 17/06/1998 278956.86 6139253.29 54
6628-19297 WW MON 7 17/06/1998 2 0.95 17/06/1998 0.2 17/06/1998 279016.9 6139608.26 54
6628-20954 WW MON 7 26/09/2002 279037.95 6139142.59 54
6628-21087 WW MON 7 4/10/2002 4.5 -1.65 4/10/2002 279065.39 6139558.21 54
6628-21088 WW MON 7 4/10/2002 4.5 -1.71 4/10/2002 279076.16 6139405.03 54
6628-21089 WW MON 7 4/10/2002 3.3 0.19 4/10/2002 278809.1 6139897.5 54
6628-21090 WW MON 7 4/10/2002 3.3 -0.08 4/10/2002 278960.05 6139807.87 54
6628-21091 WW MON 7 4/10/2002 3.6 -0.28 4/10/2002 278860.82 6139796.3 54
6628-21092 WW MON 7 4/10/2002 3.3 0.12 4/10/2002 278796.45 6139818.68 54
6628-23083 WW INV 7 10/10/2007 5.2 1.12 10/10/2007 277967.64 6139009.65 54
6628-23084 WW INV 7 10/07/2007 5.2 1.37 10/07/2007 277977.24 6138932.9 54
6628-23085 WW INV 7 10/10/2007 5.2 1.18 10/10/2007 278036.59 6138958.12 54
6628-23086 WW 7 10/10/2007 5.2 0.84 10/10/2007 278136.71 6139002.07 54
6628-24913 WW INV 7 24/08/2009 3 24/08/2009 4863 8580 27/08/2009 0.25 24/08/2009 276254 6141215 54
6628-26739 WW INV BKF 10/03/2015 7 21/05/2013 277385.46 6141463.78 54
6628-26915 WW INV 7 18/06/2013 5.53 18/06/2013 279131.12 6139706.77 54
6628-27524 WW 7 2/10/2014 4.5 2/10/2014 278918 6139428 54
6628-27529 WW INV 7 2/10/2014 4.5 2/10/2014 279040 6139414 54
6628-28813 WW INV 7.1 28/03/2017 3.9 28/03/2017 275807.12 6139076.95 54
6628-28814 WW INV 7.1 28/03/2017 3.8 28/03/2017 275803.62 6139092.12 54
6628-18986 WW INV 7.2 22/09/1997 5.3 -1.99 22/09/1997 278801.9 6139548.23 54
6628-18987 WW INV 7.2 22/09/1997 5.3 -1.89 22/09/1997 278756.86 6139538.27 54
6628-18988 WW INV 7.2 22/09/1997 5.1 -1.61 22/09/1997 278711.86 6139628.3 54
6628-18989 WW INV 7.2 22/09/1997 3.9 -0.39 22/09/1997 278706.89 6139728.3 54
6628-18995 WW INV 7.2 22/09/1997 5.3 -1.95 22/09/1997 278781.92 6139648.31 54
6628-18996 WW INV 7.2 22/09/1997 5.3 -1.86 22/09/1997 278731.87 6139648.32 54
6628-18998 WW INV 7.2 22/09/1997 5.5 -2.41 22/09/1997 278916.83 6139528.26 54
6628-28039 WW INV BKF 28/09/2016 7.2 16/10/2011 4.59 16/10/2011 277330.62 6138947.94 54
6628-28808 WW INV 7.2 20/12/2016 5.11 20/12/2016 278961.94 6139211.39 54
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Notes and Calcs\Water Connect\191091 - Waterconnect_2.0KM.xlsx Page 5 of 8
WaterConnect Groundwater Database Records
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
Search Date 08-May-19
Headings Class
EC: Electrical conductivity WW: Water wells
TDS: Total dissolved solids WP: Waterpoint well
SWL: Standing water level MW: Monitoring Well
RSWL: Relative standing water level ENG: Engineering Well
Strat: Stratigraphic Well
Purpose
APN: Anode Protection FND: Foundations REC: Recharge
APP: Appraisal GEN: General Usage RHL: Rock Hole
ASR: Aquifer Storage and Recovery GTH: Geothermal Energy RIV: River
CMT: Construction Materials HOL: Water Hole SCI: Scientific
COA: Coal IND: Industrial SEA: Sea Water
DAM: Dam INV: Investigation SEI: Seismic Status
DEP: Deepening IRR: Irrigation SOK: Soak ABD: Abandoned
DEV: Development LAK: Lake SPR: Spring BKF: Backfilled
DOM: Domestic LWD: Liquid Waste Disposal STK: Stock CFL: Controlled flowing
DRN: Drainage MON: Monitoring TNK: Tank NL: Not located
DWT: Dewatering MWS: Mine Water Supply TWS: Town Water Supply (Public/Muncipal)OPR: Operational
ENV: Environmental OBS: Observation UKN: Unknown NOP: Not Operational 2.0 km
ETH: Earthing PRO: Production WAS: Waste Disposal UFL: Uncontrolled flowing 396
EXP: Exploration RCL: Recreational UKN: Unknown 0
FIR: Fire Fighting RDC: Road Construction / Maintenance RHB: Rehabilitated 321
Min: 156
Max: 76000
Unit No. Class Purpose Status Status DateOriginal Drilled
Depth
Original Drilled
DateSWL RSWL
Water Level
DateTDS EC EC Date pH pH date Yield Yield date mga easting mga northing mga zone
Salinity in shallow wells
(TDS mg/L)
Well Search Summary
Search Radius:
Onsite wells:
Shallow wells (<20m):
Total number of wells:
6628-28809 WW INV 7.2 20/12/2016 4.98 20/12/2016 278991.38 6139418.1 54
6628-28810 WW INV 7.2 20/12/2016 4.91 20/12/2016 279041.32 6139420.41 54
6628-28811 WW INV 7.2 20/12/2016 5.86 20/12/2016 278732.42 6139396.6 54
6628-17034 ENG 7.48 277321.65 6140278.32 54
6628-18295 WW INV 7.5 24/09/1996 4.14 -0.96 24/09/1996 279081.89 6139838.25 54
6628-18296 WW INV 7.5 24/09/1996 4.14 -0.97 24/09/1996 279101.83 6139838.29 54
6628-18297 WW INV 7.5 24/09/1996 4.38 -1.18 24/09/1996 279071.86 6139848.22 54
6628-18298 WW INV 7.5 24/09/1996 4.23 -1.02 24/09/1996 279081.86 6139858.23 54
6628-19115 WW INV 7.5 16/01/1997 5.02 -0.89 16/01/1997 278746.86 6139168.3 54
6628-19116 WW INV 7.5 17/01/1997 5.15 -0.37 17/01/1997 278776.89 6138978.23 54
6628-19117 WW INV 7.5 17/01/1997 5.2 -0.7 17/01/1997 278861.84 6138983.28 54
6628-19121 WW INV 7.5 17/01/1997 278906.91 6138988.26 54
6628-19122 WW INV 7.5 28/01/1997 5.17 -0.69 28/01/1997 278831.87 6139008.31 54
6628-19123 WW INV 7.5 29/01/1997 5.26 -0.76 29/01/1997 278931.91 6138953.23 54
6628-19125 WW INV BKF 30/01/2013 7.5 17/01/1997 5.03 -1.67 17/01/1997 278946.92 6139233.3 54
6628-19126 WW INV 7.5 16/01/1997 4.84 -1.15 16/01/1997 278681.88 6139438.22 54
6628-19127 WW INV 7.5 28/01/1997 5.17 -1.61 28/01/1997 278826.85 6139288.22 54
6628-19128 WW INV 7.5 29/01/1997 5.24 -2.4 29/01/1997 279071.85 6139348.31 54
6628-19129 WW INV 7.5 10/02/1997 278896.86 6139283.26 54
6628-22199 WW MON 7.5 21/09/2005 3.8 0.35 21/09/2005 279066.06 6140468.14 54
6628-27525 WW INV 7.5 2/10/2014 278888 6139348 54
6628-10942 ENG INV 8 29/01/1979 278132.78 6140184.24 54
6628-20908 WW DOM 8 20/12/2000 3 1.51 20/12/2000 2058 3700 26/08/2002 275828.33 6141112.8 54
6628-25360 WW INV 8 18/05/2010 3.6 18/05/2010 277207.98 6140570.59 54
6628-25361 WW 8 18/05/2010 277327.85 6140595.69 54
6628-25412 WW INV 8 1/10/2010 5.89 1/10/2010 276449.41 6138363.58 54
6628-25413 WW INV 8 1/10/2010 5.81 1/10/2010 276445.25 6138369.55 54
6628-25414 WW INV 8 28/09/2010 5.94 28/09/2010 276446.07 6138345.71 54
6628-25415 WW INV 8 28/09/2010 6 28/09/2010 276395.67 6138354.15 54
6628-27097 WW INV 8 5/09/2013 277039.62 6137984.21 54
6628-27098 WW INV 8 5/09/2013 277081.68 6137972.93 54
6628-27099 WW INV 8 5/09/2013 277072.33 6137984.2 54
6628-15127 WW IRR OPR 8.1 18/11/1989 2.3 2.7 7/12/1989 5521 9700 7/12/1989 7.6 18/11/1989 1.2 18/11/1989 275728.74 6139419.28 54
6628-17194 ENG UKN 12/10/1990 8.4 12/10/1990 277296.95 6141828.31 54
6628-20302 WW REC 8.5 1/01/2000 5.5 -1.98 1/01/2000 278949.15 6139172.96 54
6628-20303 WW REC BKF 31/01/2013 8.5 1/01/2000 5.8 -2.67 1/01/2000 278925.16 6139405.03 54
6628-20304 WW REC BKF 31/01/2013 8.5 1/01/2000 6 -2.91 1/01/2000 278943.12 6139404.02 54
6628-20305 WW REC BKF 31/01/2013 8.5 1/01/2000 6 -2.99 1/01/2000 278984.14 6139387.03 54
6628-20306 WW IND BKF 31/01/2013 8.5 1/01/2000 5.7 -1.66 1/01/2000 278929.12 6139047.95 54
6628-20307 WW IND 8.5 1/01/2000 5.7 -1.77 1/01/2000 278961.15 6139051.05 54
6628-20308 WW IND 8.5 1/01/2000 5.8 -1.71 1/01/2000 278883.14 6139069.04 54
6628-20309 WW IND 8.5 1/01/2000 5.8 -2.64 1/01/2000 279022.09 6139225 54
6628-27849 WW 8.6 2/03/2015 6.2 2/03/2015 276250.48 6138381.08 54
6628-28000 WW INV 8.6 2/03/2015 6.3 2/03/2015 276218.54 6138385.71 54
6628-28001 WW INV 8.6 3/03/2015 6.3 3/03/2015 276153.62 6138383.23 54
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Notes and Calcs\Water Connect\191091 - Waterconnect_2.0KM.xlsx Page 6 of 8
WaterConnect Groundwater Database Records
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
Search Date 08-May-19
Headings Class
EC: Electrical conductivity WW: Water wells
TDS: Total dissolved solids WP: Waterpoint well
SWL: Standing water level MW: Monitoring Well
RSWL: Relative standing water level ENG: Engineering Well
Strat: Stratigraphic Well
Purpose
APN: Anode Protection FND: Foundations REC: Recharge
APP: Appraisal GEN: General Usage RHL: Rock Hole
ASR: Aquifer Storage and Recovery GTH: Geothermal Energy RIV: River
CMT: Construction Materials HOL: Water Hole SCI: Scientific
COA: Coal IND: Industrial SEA: Sea Water
DAM: Dam INV: Investigation SEI: Seismic Status
DEP: Deepening IRR: Irrigation SOK: Soak ABD: Abandoned
DEV: Development LAK: Lake SPR: Spring BKF: Backfilled
DOM: Domestic LWD: Liquid Waste Disposal STK: Stock CFL: Controlled flowing
DRN: Drainage MON: Monitoring TNK: Tank NL: Not located
DWT: Dewatering MWS: Mine Water Supply TWS: Town Water Supply (Public/Muncipal)OPR: Operational
ENV: Environmental OBS: Observation UKN: Unknown NOP: Not Operational 2.0 km
ETH: Earthing PRO: Production WAS: Waste Disposal UFL: Uncontrolled flowing 396
EXP: Exploration RCL: Recreational UKN: Unknown 0
FIR: Fire Fighting RDC: Road Construction / Maintenance RHB: Rehabilitated 321
Min: 156
Max: 76000
Unit No. Class Purpose Status Status DateOriginal Drilled
Depth
Original Drilled
DateSWL RSWL
Water Level
DateTDS EC EC Date pH pH date Yield Yield date mga easting mga northing mga zone
Salinity in shallow wells
(TDS mg/L)
Well Search Summary
Search Radius:
Onsite wells:
Shallow wells (<20m):
Total number of wells:
6628-28002 WW INV 8.6 3/03/2015 6.4 3/03/2015 276099.9 6138376.87 54
6628-25693 WW INV 8.8 19/03/2011 277448 6139715 54
6628-17193 ENG UKN 11/10/1990 9 11/10/1990 277366.85 6140948.16 54
6628-17450 WW DOM 9 17/11/1995 3218 5740 17/11/1995 7.1 17/11/1995 276076.85 6138918.22 54
6628-20183 WW REC BKF 31/01/2013 9 1/06/1999 2.7 1.51 1/06/1999 278894.1 6139032.01 54
6628-20184 WW REC BKF 31/01/2013 9 1/06/1999 2.8 1.08 1/06/1999 278968.12 6139057.99 54
6628-20185 WW REC 9 1/06/1999 2.5 1 1/06/1999 278878.17 6139252.05 54
6628-26916 WW INV 9 18/06/2013 5.02 18/06/2013 279131.12 6139584.81 54
6628-27096 WW INV 9 5/09/2013 277074.73 6138010.04 54
6628-29347 WW ENV 9 2/03/2018 279057 6139573 54
6628-11957 WW 9.1 22/04/1982 3 4.22 22/04/1982 2421 4340 22/04/1982 7.9 22/04/1982 1.5 22/04/1982 277011.72 6139431.31 54
6628-12096 WW BKF 9.1 14/12/1982 2 2 14/12/1982 20990 33832 1/01/1982 7.2 1/01/1982 2 14/12/1982 276232.78 6140600.29 54
6628-12577 WW DOM OPR 9.1 2/11/1983 2 2 2/11/1983 5109 9000 2/11/1983 7.4 2/11/1983 1.5 2/11/1983 275432.76 6139733.25 54
6628-26379 WW INV 9.2 16/02/2012 7.2 16/02/2012 276091.02 6138307.42 54
6628-29255 WW ENV DRY 15/02/2017 9.2 15/02/2017 15/02/2017 279054 6139562 54
6628-4405 ENG ABD 9.22 19/03/1964 276358.7 6141281.33 54
6628-4407 ENG ABD 9.22 26/03/1964 276399.72 6141220.28 54
6628-26257 WW INV 9.5 19/12/2011 7.1 19/12/2011 276122 6138271 54
6628-26378 WW INV 9.5 16/02/2012 7.3 16/02/2012 276089.93 6138321.8 54
6628-26380 WW INV 9.5 16/02/2012 7.2 16/02/2012 276106.21 6138329.39 54
6628-26630 WW INV 9.5 13/03/2012 4.5 13/03/2012 276214.01 6138334.66 54
6628-28089 WW 9.5 19/12/2011 7 19/12/2011 276111 6138316 54
6628-12961 WW 10 26/06/1984 4 1.44 26/06/1984 16764 27572 25/06/1984 7 25/06/1984 275778.75 6140399.27 54
6628-14569 ENG INV ABD 14/02/1984 10 14/02/1984 277712.73 6141249.25 54
6628-14597 ENG INV ABD 5/03/1984 10 5/03/1984 277863.75 6138612.25 54
6628-20186 WW IND BKF 30/01/2013 10 1/06/1999 278918.09 6139046.02 54
6628-20187 WW IND BKF 30/01/2013 10 1/06/1999 278927.12 6139138.02 54
6628-20188 WW IND BKF 31/01/2013 10 1/06/1999 278932.14 6139256.02 54
6628-22330 WW MON 10 3/03/2005 2.8 1.34 3/03/2005 0.25 3/03/2005 278813.51 6140382.48 54
6628-29863 WW MON 10 3/12/2018 277964.3 6138427.13 54
6628-29864 WW MON 10 21/11/2018 277987.79 6138146.01 54
6628-16427 WW OBS 10.3 9/11/1992 3.7 2.39 277506.76 6140138.3 54
6628-16430 WW OBS 10.5 11/11/1992 3.7 2.29 277436.65 6140158.13 54
6628-20622 WW DOM 10.5 14/07/2001 3 1.88 14/07/2001 11507 19500 14/07/2001 1 14/07/2001 275288.1 6140367.96 54
6628-16426 WW OBS 10.8 9/11/1992 4.5 1.48 277491.67 6140183.22 54
6628-16429 WW OBS 10.8 11/11/1992 3.9 2.14 277471.75 6140148.22 54
6628-11956 WW 10.9 13/04/1982 2.7 5.97 13/04/1982 1083 1960 7/11/2003 7.4 13/04/1982 1.25 13/04/1982 276687.75 6138412.25 54
6628-12204 WW 10.9 24/03/1983 5.4 2.6 24/03/1983 3712 6600 24/03/1983 7.2 24/03/1983 1 24/03/1983 276185.77 6138747.29 54
6628-13521 WW 11 5/11/1985 2.4 3.6 5/12/1985 2375 4260 5/11/1985 7.9 5/11/1985 1.5 5/11/1985 276995.78 6139492.31 54
6628-28093 WW MON BKF 25/05/2017 11 26/11/2015 25/05/2017 276896 6137971 54
6628-13877 WW 12 1/02/1986 2386 4280 1/01/1987 7 1/01/1987 276174.69 6138725.26 54
6628-14171 WW 12 20/01/1988 5 3 20/01/1988 2958 5286 4/03/1988 7.7 4/03/1988 0.9 20/01/1988 276381.61 6138538.41 54
6628-16119 WW DOM OPR 12 8/08/1992 4.5 1.31 24/08/1992 11848 20005 24/08/1992 6.7 8/08/1992 275786.72 6140092.23 54
6628-16320 WW DOM 12 15/03/1993 4180 7409 5/04/1993 7.2 5/04/1993 1 15/03/1993 276196.76 6139083.32 54
6628-16407 WW DOM 12 8/11/1993 2630 4711 17/11/1993 7 17/11/1993 276821.71 6138103.28 54
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Notes and Calcs\Water Connect\191091 - Waterconnect_2.0KM.xlsx Page 7 of 8
WaterConnect Groundwater Database Records
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
Search Date 08-May-19
Headings Class
EC: Electrical conductivity WW: Water wells
TDS: Total dissolved solids WP: Waterpoint well
SWL: Standing water level MW: Monitoring Well
RSWL: Relative standing water level ENG: Engineering Well
Strat: Stratigraphic Well
Purpose
APN: Anode Protection FND: Foundations REC: Recharge
APP: Appraisal GEN: General Usage RHL: Rock Hole
ASR: Aquifer Storage and Recovery GTH: Geothermal Energy RIV: River
CMT: Construction Materials HOL: Water Hole SCI: Scientific
COA: Coal IND: Industrial SEA: Sea Water
DAM: Dam INV: Investigation SEI: Seismic Status
DEP: Deepening IRR: Irrigation SOK: Soak ABD: Abandoned
DEV: Development LAK: Lake SPR: Spring BKF: Backfilled
DOM: Domestic LWD: Liquid Waste Disposal STK: Stock CFL: Controlled flowing
DRN: Drainage MON: Monitoring TNK: Tank NL: Not located
DWT: Dewatering MWS: Mine Water Supply TWS: Town Water Supply (Public/Muncipal)OPR: Operational
ENV: Environmental OBS: Observation UKN: Unknown NOP: Not Operational 2.0 km
ETH: Earthing PRO: Production WAS: Waste Disposal UFL: Uncontrolled flowing 396
EXP: Exploration RCL: Recreational UKN: Unknown 0
FIR: Fire Fighting RDC: Road Construction / Maintenance RHB: Rehabilitated 321
Min: 156
Max: 76000
Unit No. Class Purpose Status Status DateOriginal Drilled
Depth
Original Drilled
DateSWL RSWL
Water Level
DateTDS EC EC Date pH pH date Yield Yield date mga easting mga northing mga zone
Salinity in shallow wells
(TDS mg/L)
Well Search Summary
Search Radius:
Onsite wells:
Shallow wells (<20m):
Total number of wells:
6628-16549 WW DOM 12 22/01/1994 6590 11500 24/01/1994 6.9 24/01/1994 275806.67 6139853.19 54
6628-17098 WW DOM 12 11/03/1995 4496 7950 11/03/1995 6.7 11/03/1995 275981.6 6139038.32 54
6628-17497 WW DOM 12 26/12/1995 14476 24100 26/12/1995 7 26/12/1995 1 26/12/1995 275521.8 6140243.35 54
6628-17498 WW DOM 12 26/12/1995 6418 11200 26/12/1995 6.8 26/12/1995 1 26/12/1995 276131.77 6139818.3 54
6628-17500 WW DOM 12 8/12/1995 2688 4810 8/12/1995 7.1 8/12/1995 276431.84 6138523.32 54
6628-21332 WW MON BKF 30/01/2013 12 2/10/2002 279012.46 6139140.75 54
6628-22797 WW DRN 12 16/03/2007 6.4 1.42 16/03/2007 3586 6380 16/03/2007 0.7 16/03/2007 275720.42 6138748.05 54
6628-22798 WW DRN 12 16/03/2007 6.4 1.45 16/03/2007 3609 6420 16/03/2007 0.7 16/03/2007 275721.26 6138732.17 54
6628-22799 WW DRN 12 16/03/2007 6.4 1.48 16/03/2007 3620 6440 16/03/2007 0.5 16/03/2007 275722.37 6138715.73 54
6628-28892 WW MON 12 5/05/2017 278301 6138822 54
6628-8900 ENG ABD 12.27 31/03/1966 0.91 7.09 31/03/1966 1955 3518 31/03/1966 6.7 31/03/1966 0.25 31/03/1966 277555.75 6139278.28 54
6628-15911 WW DOM OPR 13.5 14/02/1992 6.3 2.58 9/03/1992 2750 4920 9/03/1992 7.4 14/02/1992 276702.78 6138280.31 54
6628-16653 WW DOM 13.5 12/07/1994 2482 4450 20/07/1994 7 20/07/1994 276701.85 6138348.32 54
6628-19172 WW DRN 13.7 2/09/1998 4 -0.64 2/09/1998 278991.89 6139928.31 54
6628-17792 WW DOM 14 1/03/1996 5150 9070 1/03/1996 6.7 1/03/1996 1 1/03/1996 276411.93 6140053.35 54
6628-16428 WW OBS 14.4 10/11/1992 3.7 2.37 277431.77 6140118.27 54
6628-20236 WW DOM 15 26/05/2000 2916 5210 26/05/2000 1 26/05/2000 275551.16 6138800.04 54
6628-8896 ENG ABD 15.24 14/04/1966 0.91 5.09 14/04/1966 5285 9300 14/04/1966 7 14/04/1966 0.25 14/04/1966 278224.78 6139904.32 54
6628-18779 WW DOM 16 17/10/1997 5.4 2.08 17/10/1997 3309 5900 17/10/1997 276656.89 6139298.24 54
6628-26581 WW INV BKF 1/08/2012 16 1/08/2012 278516.39 6140945.48 54
6628-4410 WW DRN ABD 16.76 17/06/1960 276179.72 6141195.26 54
6628-26738 WW INV 17 21/05/2013 277382.77 6141469.89 54
6628-15639 WW RCL OPR 18 10/09/1991 4 2.23 10/09/1991 8663 14923 10/09/1991 7.5 10/09/1991 2.5 10/09/1991 277297.72 6140032.32 54
6628-16318 WW DOM 18 5/01/1993 21371 34446 22/01/1993 6.8 22/01/1993 275401.79 6140723.24 54
6628-18152 WW DRN 18 8/01/1997 4 0.25 8/01/1997 52529 79375 276051.71 6141303.35 54
6628-18848 WW DOM 18 10/02/1998 5.4 -1.23 10/02/1998 9113 15640 10/02/1998 277341.84 6141363.22 54
6628-21965 WW 18 10/12/2004 4 0.16 10/12/2004 6556 11440 10/12/2004 1 10/12/2004 278823.03 6140400.56 54
6628-4406 ENG ABD 18.36 24/03/1964 276376.76 6141261.24 54
6628-8898 ENG ABD 18.52 7/04/1966 0.91 7.09 7/04/1966 2755 4930 7/04/1966 6.7 7/04/1966 0.25 7/04/1966 278266.71 6139344.26 54
6628-8853 ENG UKN 12/01/1965 19.2 12/01/1965 276431.72 6140539.33 54
6628-13223 WW 20 8/02/1985 3 1 8/02/1985 21028 33894 7/02/1985 7.3 7/02/1985 0.6 8/02/1985 275726.78 6140156.25 54
6628-18659 WW DRN 20 4/11/1997 6 2.47 4/11/1997 3454 6150 4/11/1997 2 4/11/1997 275946.89 6138498.25 54
6628-22329 WW MON 20 3/03/2005 2.8 1.35 3/03/2005 6 3/03/2005 278817.79 6140387.83 54
6628-29865 WW INV 20 19/11/2018 277972.39 6138325.6 54
6628-29866 WW INV 20 20/11/2018 277960.52 6138491.46 54
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Notes and Calcs\Water Connect\191091 - Waterconnect_2.0KM.xlsx Page 8 of 8
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Appendix D
Aerial Photographs
1959 Aerial
Photograph
Cowan Street Reserve, Angle Park
PSI
For
Jensen Plus
LEGEND
SCALE
0 20 40m
Aerial Image Details
Date 01.03.1959
Survey 325
Photo 9351
Source Mapland, Dept for Environment and
Natural Resources
LBW co Details
Job No. 191091
Drawn MF Rev. 0
Checked MP Date 09.05.2019
Approximate site
boundary
N
1979 Aerial
Photograph
Cowan Street Reserve, Angle Park
PSI
For
Jensen Plus
LEGEND
SCALE
0 20 40 m
Aerial Image Details
Date 19.03.1979
Survey 2407
Photo 54
Source Mapland, Dept for Environment and
Natural Resources
LBW co Details
Job No. 191091
Drawn MF Rev. 0
Checked MP Date 08.05.2019
Approximate site
boundary
N
1989 Aerial
Photograph
Cowan Street Reserve, Angle Park
PSI
For
Jensen Plus
LEGEND
SCALE
0 20 40 m
Aerial Image Details
Date 28.09.1989
Survey 4108
Photo 113
Source Mapland, Dept for Environment and
Natural Resources
LBW co Details
Job No. 191091
Drawn MF Rev. 0
Checked MP Date 08.05.2019
Approximate site
boundary
N
2000 Aerial
Photograph
Cowan Street Reserve, Angle Park
PSI
For
Jensen Plus
LEGEND
SCALE
0 20 40m
N
Aerial Image Details
Date 10.03.2000
Survey -
Photo -
Source Google Earth
LBW co Details
Job No. 191091
Drawn MF Rev. 0
Checked MP Date 08.05.2019
N
Approximate site
boundary
N
2009 Aerial
Photograph
Cowan Street Reserve, Angle Park
PSI
For
Jensen Plus
LEGEND
SCALE
0 20 40m
Approximate site
boundary
Aerial Image Details
Date 26.12.2009
Survey -
Photo -
Source Nearmap
LBW co Details
Job No. 191091
Drawn MF Rev. 0
Checked MP Date 08.05.2019
N
2013 Aerial
Photograph
Cowan Street Reserve, Angle Park
PSI
For
Jensen Plus
LEGEND
SCALE
0 20 40m
Approximate site
boundary
Aerial Image Details
Date 02.03.2013
Survey -
Photo -
Source Nearmap
LBW co Details
Job No. 191091
Drawn MF Rev. 0
Checked MP Date 08.05.2019
N
2014 Aerial
Photograph
Cowan Street Reserve, Angle Park
PSI
For
Jensen Plus
LEGEND
SCALE
0 20 40m
Approximate site
boundary
Aerial Image Details
Date 23.02.2014
Survey -
Photo -
Source Nearmap
LBW co Details
Job No. 191091
Drawn MF Rev. 0
Checked MP Date 08.05.2019
N
2019 Aerial
Photograph
Cowan Street Reserve, Angle Park
PSI
For
Jensen Plus
LEGEND
SCALE
0 20 40m
Approximate site
boundary
N
Aerial Image Details
Date 28.03.2019
Survey -
Photo -
Source Near mao
LBW co Details
Job No. 191091
Drawn MF Rev. 0
Checked MP Date 08.05.2019
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Appendix E
EPA Section 7 and Contamination Index Records
LBW Co184 Magill RoadNORWOOD SA 5067
Contact: Section 7Telephone: (08) 8204 2026
Email: [email protected]
Contact: Public RegisterTelephone: (08) 8204 9128
Email: [email protected]
10 May, 2019
EPA STATEMENT TO FORM 1 - CONTRACTS FOR SALE OF LAND OR BUSINESS
The EPA provides this statement to assist the vendor meet its obligations under section 7(1)(b) of the Land andBusiness (Sale and Conveyancing) Act 1994. A response to the questions prescribed in Schedule 1-Contracts forsale of land or business-forms (Divisions 1 and 2) of the Land and Business (Sale and Conveyancing) Act 1994 isprovided in relation to the land.
I refer to your enquiry concerning the parcel of land comprised in
Title Reference CT Volume 5791 Folio 576Address Allotment 113, Cowan Street, ANGLE PARK SA 5010
Schedule – Division 1 – Land and Business (Sale and Conveyancing) Regulations 2010
PARTICULARS OF MORTGAGES, CHARGES AND PRESCRIBED ENCUMBRANCES AFFECTING THE LAND
7. Environment Protection Act 1993
Does the EPA hold any of the following details relating to the Environment Protection Act 1993:
7.1 Section 59 - Environment performance agreement that is registered in relation to the land. NO
7.2 Section 93 - Environment protection order that is registered in relation to the land. NO
7.3 Section 93A - Environment protection order relating to cessation of activity that is registered inrelation to the land.
NO
7.4 Section 99 - Clean-up order that is registered in relation to the land. NO
7.5 Section 100 - Clean-up authorisation that is registered in relation to the land. NO
7.6 Section 103H - Site contamination assessment order that is registered in relation to the land. NO
7.7 Section 103J - Site remediation order that is registered in relation to the land. NO
CT Volume 5791 Folio 576 page 1 of 4
7.8 Section 103N - Notice of declaration of special management area in relation to the land (due topossible existence of site contamination).
NO
7.9 Section 103P - Notation of site contamination audit report in relation to the land. NO
7.10 Section 103S - Notice of prohibition or restriction on taking water affected by sitecontamination in relation to the land.
NO
Schedule – Division 2 – Land and Business (Sale and Conveyancing) Regulations 2010
PARTICULARS RELATING TO ENVIRONMENT PROTECTION
3-Licences and exemptions recorded by EPA in public register
Does the EPA hold any of the following details in the public register:
a) details of a current licence issued under Part 6 of the Environment Protection Act 1993 toconduct, at the land-
i) a waste or recycling depot (as referred to in clause 3(3) of Schedule 1 Part A of that Act); or NO
ii) activities producing listed wastes (as referred to in clause 3(4) of Schedule 1 Part A of thatAct); or
NO
iii) any other prescribed activity of environmental significance under Schedule 1 of that Act? NO
b) details of a licence no longer in force issued under Part 6 of the Environment Protection Act1993 to conduct, at the land-
i) a waste or recycling depot (as referred to in clause 3(3) of Schedule 1 Part A of that Act); or NO
ii) activities producing listed wastes (as referred to in clause 3(4) of Schedule 1 Part A of thatAct); or
NO
iii) any other prescribed activity of environmental significance under Schedule 1 of that Act? NO
c) details of a current exemption issued under Part 6 of the Environment Protection Act 1993from the application of a specified provision of that Act in relation to an activity carried on at theland?
NO
d) details of an exemption no longer in force issued under Part 6 of the Environment ProtectionAct 1993 from the application of a specified provision of that Act in relation to an activity carriedon at the land?
NO
e) details of a licence issued under the repealed South Australian Waste ManagementCommission Act 1979 to operate a waste depot at the land?
NO
f) details of a licence issued under the repealed Waste Management Act 1987 to operate awaste depot at the land?
NO
g) details of a licence issued under the repealed South Australian Waste ManagementCommission Act 1979 to produce waste of a prescribed kind (within the meaning of that Act) atthe land?
NO
CT Volume 5791 Folio 576 page 2 of 4
h) details of a licence issued under the repealed Waste Management Act 1987 to produceprescribed waste (within the meaning of that Act) at the land?
NO
4-Pollution and site contamination on the land - details recorded by the EPA in public register
Does the EPA hold any of the following details in the public register in relation to the land or part of theland:
a) details of serious or material environmental harm caused or threatened in the course of anactivity (whether or not notified under section 83 of the Environment Protection Act 1993)?
NO
b) details of site contamination notified to the EPA under section 83A of the EnvironmentProtection Act 1993?
NO
c) a copy of a report of an environmental assessment (whether prepared by the EPA or someother person or body and whether or not required under legislation) that forms part of theinformation required to be recorded in the public register?
NO
d) a copy of a site contamination audit report? NO
e) details of an agreement for the exclusion or limitation of liability for site contamination to whichsection 103E of the Environment Protection Act 1993 applies?
NO
f) details of an agreement entered into with the EPA relating to an approved voluntary sitecontamination assessment proposal under section 103I of the Environment Protection Act1993?
NO
g) details of an agreement entered into with the EPA relating to an approved voluntary siteremediation proposal under section 103K of the Environment Protection Act 1993?
NO
h) details of a notification under section 103Z(1) of the Environment Protection Act 1993 relatingto the commencement of a site contamination audit?
NO
i) details of a notification under section 103Z(2) of the Environment Protection Act 1993 relatingto the termination before completion of a site contamination audit?
NO
j) details of records, held by the former South Australian Waste Management Commission underthe repealed Waste Management Act 1987, of waste (within the meaning of that Act) havingbeen deposited on the land between 1 January 1983 and 30 April 1995?
NO
5-Pollution and site contamination on the land - other details held by EPA
Does the EPA hold any of the following details in relation to the land or part of the land:
a) a copy of a report known as a "Health Commission Report" prepared by or on behalf of theSouth Australian Health Commission (under the repealed South Australian Health CommissionAct 1976)?
NO
b) details (which may include a report of an environmental assessment) relevant to an agreemententered into with the EPA relating to an approved voluntary site contamination assessmentproposal under section 103I of the Environment Protection Act 1993?
NO
c) details (which may include a report of an environmental assessment) relevant to an agreemententered into with the EPA relating to an approved voluntary site remediation proposal undersection 103K of the Environment Protection Act 1993?
NO
CT Volume 5791 Folio 576 page 3 of 4
d) a copy of a pre-1 July 2009 site audit report? NO
e) details relating to the termination before completion of a pre-1 July 2009 site audit? NO
All care and diligence has been taken to access the above information from available records. Historical recordsprovided to the EPA concerning matters arising prior to 1 May 1995 are limited and may not be accurate orcomplete and therefore the EPA cannot confirm the accuracy of the historical information provided.
CT Volume 5791 Folio 576 page 4 of 4
EPA Site Contamination Index Search
Pertaining to the subject site =
Within 0.5 km of subject site =
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
Angle Park
Regency Park
EPA Site Contamination Index Search
Pertaining to the subject site =
Within 0.5 km of subject site =
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
Ferryden Park
LBW Co184 Magill RoadNORWOOD SA 5067
Contact: Section 7Telephone: (08) 8204 2026
Email: [email protected]
Contact: Public RegisterTelephone: (08) 8204 9128
Email: [email protected]
10 May, 2019
EPA STATEMENT TO FORM 1 - CONTRACTS FOR SALE OF LAND OR BUSINESS
The EPA provides this statement to assist the vendor meet its obligations under section 7(1)(b) of the Land andBusiness (Sale and Conveyancing) Act 1994. A response to the questions prescribed in Schedule 1-Contracts forsale of land or business-forms (Divisions 1 and 2) of the Land and Business (Sale and Conveyancing) Act 1994 isprovided in relation to the land.
I refer to your enquiry concerning the parcel of land comprised in
Title Reference CT Volume 5791 Folio 575Address Allotment 115, Cowan Street, ANGLE PARK SA 5010
Schedule – Division 1 – Land and Business (Sale and Conveyancing) Regulations 2010
PARTICULARS OF MORTGAGES, CHARGES AND PRESCRIBED ENCUMBRANCES AFFECTING THE LAND
7. Environment Protection Act 1993
Does the EPA hold any of the following details relating to the Environment Protection Act 1993:
7.1 Section 59 - Environment performance agreement that is registered in relation to the land. NO
7.2 Section 93 - Environment protection order that is registered in relation to the land. NO
7.3 Section 93A - Environment protection order relating to cessation of activity that is registered inrelation to the land.
NO
7.4 Section 99 - Clean-up order that is registered in relation to the land. NO
7.5 Section 100 - Clean-up authorisation that is registered in relation to the land. NO
7.6 Section 103H - Site contamination assessment order that is registered in relation to the land. NO
7.7 Section 103J - Site remediation order that is registered in relation to the land. NO
CT Volume 5791 Folio 575 page 1 of 4
7.8 Section 103N - Notice of declaration of special management area in relation to the land (due topossible existence of site contamination).
NO
7.9 Section 103P - Notation of site contamination audit report in relation to the land. NO
7.10 Section 103S - Notice of prohibition or restriction on taking water affected by sitecontamination in relation to the land.
NO
Schedule – Division 2 – Land and Business (Sale and Conveyancing) Regulations 2010
PARTICULARS RELATING TO ENVIRONMENT PROTECTION
3-Licences and exemptions recorded by EPA in public register
Does the EPA hold any of the following details in the public register:
a) details of a current licence issued under Part 6 of the Environment Protection Act 1993 toconduct, at the land-
i) a waste or recycling depot (as referred to in clause 3(3) of Schedule 1 Part A of that Act); or NO
ii) activities producing listed wastes (as referred to in clause 3(4) of Schedule 1 Part A of thatAct); or
NO
iii) any other prescribed activity of environmental significance under Schedule 1 of that Act? NO
b) details of a licence no longer in force issued under Part 6 of the Environment Protection Act1993 to conduct, at the land-
i) a waste or recycling depot (as referred to in clause 3(3) of Schedule 1 Part A of that Act); or NO
ii) activities producing listed wastes (as referred to in clause 3(4) of Schedule 1 Part A of thatAct); or
NO
iii) any other prescribed activity of environmental significance under Schedule 1 of that Act? NO
c) details of a current exemption issued under Part 6 of the Environment Protection Act 1993from the application of a specified provision of that Act in relation to an activity carried on at theland?
NO
d) details of an exemption no longer in force issued under Part 6 of the Environment ProtectionAct 1993 from the application of a specified provision of that Act in relation to an activity carriedon at the land?
NO
e) details of a licence issued under the repealed South Australian Waste ManagementCommission Act 1979 to operate a waste depot at the land?
NO
f) details of a licence issued under the repealed Waste Management Act 1987 to operate awaste depot at the land?
NO
g) details of a licence issued under the repealed South Australian Waste ManagementCommission Act 1979 to produce waste of a prescribed kind (within the meaning of that Act) atthe land?
NO
CT Volume 5791 Folio 575 page 2 of 4
h) details of a licence issued under the repealed Waste Management Act 1987 to produceprescribed waste (within the meaning of that Act) at the land?
NO
4-Pollution and site contamination on the land - details recorded by the EPA in public register
Does the EPA hold any of the following details in the public register in relation to the land or part of theland:
a) details of serious or material environmental harm caused or threatened in the course of anactivity (whether or not notified under section 83 of the Environment Protection Act 1993)?
NO
b) details of site contamination notified to the EPA under section 83A of the EnvironmentProtection Act 1993?
NO
c) a copy of a report of an environmental assessment (whether prepared by the EPA or someother person or body and whether or not required under legislation) that forms part of theinformation required to be recorded in the public register?
NO
d) a copy of a site contamination audit report? NO
e) details of an agreement for the exclusion or limitation of liability for site contamination to whichsection 103E of the Environment Protection Act 1993 applies?
NO
f) details of an agreement entered into with the EPA relating to an approved voluntary sitecontamination assessment proposal under section 103I of the Environment Protection Act1993?
NO
g) details of an agreement entered into with the EPA relating to an approved voluntary siteremediation proposal under section 103K of the Environment Protection Act 1993?
NO
h) details of a notification under section 103Z(1) of the Environment Protection Act 1993 relatingto the commencement of a site contamination audit?
NO
i) details of a notification under section 103Z(2) of the Environment Protection Act 1993 relatingto the termination before completion of a site contamination audit?
NO
j) details of records, held by the former South Australian Waste Management Commission underthe repealed Waste Management Act 1987, of waste (within the meaning of that Act) havingbeen deposited on the land between 1 January 1983 and 30 April 1995?
NO
5-Pollution and site contamination on the land - other details held by EPA
Does the EPA hold any of the following details in relation to the land or part of the land:
a) a copy of a report known as a "Health Commission Report" prepared by or on behalf of theSouth Australian Health Commission (under the repealed South Australian Health CommissionAct 1976)?
NO
b) details (which may include a report of an environmental assessment) relevant to an agreemententered into with the EPA relating to an approved voluntary site contamination assessmentproposal under section 103I of the Environment Protection Act 1993?
NO
c) details (which may include a report of an environmental assessment) relevant to an agreemententered into with the EPA relating to an approved voluntary site remediation proposal undersection 103K of the Environment Protection Act 1993?
NO
CT Volume 5791 Folio 575 page 3 of 4
d) a copy of a pre-1 July 2009 site audit report? NO
e) details relating to the termination before completion of a pre-1 July 2009 site audit? NO
All care and diligence has been taken to access the above information from available records. Historical recordsprovided to the EPA concerning matters arising prior to 1 May 1995 are limited and may not be accurate orcomplete and therefore the EPA cannot confirm the accuracy of the historical information provided.
CT Volume 5791 Folio 575 page 4 of 4
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Appendix F
Sands and McDougall Directory Search
1
Sands and McDougall Search
On-site
Nearby off-site activities of significance
1973
Pages 339-344
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
2
Sands and McDougall Search
On-site
Nearby off-site activities of significance
Project Number 191091
Report Title Preliminary Site Investigation
Site Address Cowan St, Angle Park
1963
Pages 348-349
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Appendix G
Test Pit Logs
TEST PIT : TP02
PROJECT NUMBER 191091
PROJECT NAME Cowan St Angle Park PSI
ADDRESS Cowan Street Angle Park
EXCAVATION DATE 14/06/2019
MACHINERY Backhoe
TEST PIT LENGTH (m) 3.0
TEST PIT WIDTH (m) 0.5
TOTAL DEPTH (mBGL) 2.0
COORDINATES -34.85865932, 138.56181517
COORD SYSTEM Latitude, Longitude
GROUND ELEVATION (mAHD)
LOGGED BY LBWco Tab2
CHECKED BY
COMMENTS
Material Description Additional Observations
Disclaimer This log was prepared by LBWco Pty Ltd for environmental purposes only.
produced by ESlog.ESdat.net on 17 Jun 2019
Page 1 of 1
TEST PIT : TP03
PROJECT NUMBER 191091
PROJECT NAME Cowan St Angle Park PSI
ADDRESS Cowan Street Angle Park
EXCAVATION DATE 14/06/2019
MACHINERY Backhoe
TEST PIT LENGTH (m) 3.0
TEST PIT WIDTH (m) 0.5
TOTAL DEPTH (mBGL) 2.0
COORDINATES -34.85842368, 138.56218841
COORD SYSTEM Latitude, Longitude
GROUND ELEVATION (mAHD)
LOGGED BY LBWco Tab2
CHECKED BY
COMMENTS
Material Description Additional Observations
Disclaimer This log was prepared by LBWco Pty Ltd for environmental purposes only.
produced by ESlog.ESdat.net on 17 Jun 2019
Page 1 of 1
TEST PIT : TP04
PROJECT NUMBER 191091
PROJECT NAME Cowan St Angle Park PSI
ADDRESS Cowan Street Angle Park
EXCAVATION DATE 14/06/2019
MACHINERY Backhoe
TEST PIT LENGTH (m) 3.0
TEST PIT WIDTH (m) 0.5
TOTAL DEPTH (mBGL) 2.0
COORDINATES ,
COORD SYSTEM Latitude, Longitude
GROUND ELEVATION (mAHD)
LOGGED BY LBWco Tab2
CHECKED BY
COMMENTS
Material Description Additional Observations
Disclaimer This log was prepared by LBWco Pty Ltd for environmental purposes only.
produced by ESlog.ESdat.net on 17 Jun 2019
Page 1 of 1
TEST PIT : TP05
PROJECT NUMBER 191091
PROJECT NAME Cowan St Angle Park PSI
ADDRESS Cowan Street Angle Park
EXCAVATION DATE 14/06/2019
MACHINERY Backhoe
TEST PIT LENGTH (m) 3.0
TEST PIT WIDTH (m) 0.5
TOTAL DEPTH (mBGL) 2.0
COORDINATES ,
COORD SYSTEM Latitude, Longitude
GROUND ELEVATION (mAHD)
LOGGED BY LBWco Tab2
CHECKED BY
COMMENTS
Material Description Additional Observations
Disclaimer This log was prepared by LBWco Pty Ltd for environmental purposes only.
produced by ESlog.ESdat.net on 17 Jun 2019
Page 1 of 1
TEST PIT : TP06
PROJECT NUMBER 191091
PROJECT NAME Cowan St Angle Park PSI
ADDRESS Cowan Street Angle Park
EXCAVATION DATE 14/06/2019
MACHINERY Backhoe
TEST PIT LENGTH (m) 3.0
TEST PIT WIDTH (m) 0.5
TOTAL DEPTH (mBGL) 2.0
COORDINATES ,
COORD SYSTEM Latitude, Longitude
GROUND ELEVATION (mAHD)
LOGGED BY LBWco Tab2
CHECKED BY
COMMENTS
Material Description Additional Observations
Disclaimer This log was prepared by LBWco Pty Ltd for environmental purposes only.
produced by ESlog.ESdat.net on 17 Jun 2019
Page 1 of 1
TEST PIT : TP07
PROJECT NUMBER 191091
PROJECT NAME Cowan St Angle Park PSI
ADDRESS Cowan Street Angle Park
EXCAVATION DATE 14/06/2019
MACHINERY Backhoe
TEST PIT LENGTH (m) 3.0
TEST PIT WIDTH (m) 0.5
TOTAL DEPTH (mBGL) 2.0
COORDINATES ,
COORD SYSTEM Latitude, Longitude
GROUND ELEVATION (mAHD)
LOGGED BY LBWco Tab2
CHECKED BY
COMMENTS
Material Description Additional Observations
Disclaimer This log was prepared by LBWco Pty Ltd for environmental purposes only.
produced by ESlog.ESdat.net on 17 Jun 2019
Page 1 of 1
TEST PIT : TP08
PROJECT NUMBER 191091
PROJECT NAME Cowan St Angle Park PSI
ADDRESS Cowan Street Angle Park
EXCAVATION DATE 14/06/2019
MACHINERY Backhoe
TEST PIT LENGTH (m) 3.0
TEST PIT WIDTH (m) 0.5
TOTAL DEPTH (mBGL) 2.0
COORDINATES ,
COORD SYSTEM Latitude, Longitude
GROUND ELEVATION (mAHD)
LOGGED BY LBWco Tab2
CHECKED BY
COMMENTS
Material Description Additional Observations
Disclaimer This log was prepared by LBWco Pty Ltd for environmental purposes only.
produced by ESlog.ESdat.net on 17 Jun 2019
Page 1 of 1
TEST PIT : TP09
PROJECT NUMBER 191091
PROJECT NAME Cowan St Angle Park PSI
ADDRESS Cowan Street Angle Park
EXCAVATION DATE 14/06/2019
MACHINERY Backhoe
TEST PIT LENGTH (m) 3.0
TEST PIT WIDTH (m) 0.5
TOTAL DEPTH (mBGL) 2.0
COORDINATES ,
COORD SYSTEM Latitude, Longitude
GROUND ELEVATION (mAHD)
LOGGED BY LBWco Tab2
CHECKED BY
COMMENTS
Material Description Additional Observations
Disclaimer This log was prepared by LBWco Pty Ltd for environmental purposes only.
produced by ESlog.ESdat.net on 17 Jun 2019
Page 1 of 1
TEST PIT : TP10
PROJECT NUMBER 191091
PROJECT NAME Cowan St Angle Park PSI
ADDRESS Cowan Street Angle Park
EXCAVATION DATE 14/06/2019
MACHINERY Backhoe
TEST PIT LENGTH (m) 3.0
TEST PIT WIDTH (m) 0.5
TOTAL DEPTH (mBGL) 2.0
COORDINATES ,
COORD SYSTEM Latitude, Longitude
GROUND ELEVATION (mAHD)
LOGGED BY LBWco Tab2
CHECKED BY
COMMENTS
Material Description Additional Observations
Disclaimer This log was prepared by LBWco Pty Ltd for environmental purposes only.
produced by ESlog.ESdat.net on 17 Jun 2019
Page 1 of 1
TEST PIT : TP11
PROJECT NUMBER 191091
PROJECT NAME Cowan St Angle Park PSI
ADDRESS Cowan Street Angle Park
EXCAVATION DATE 14/06/2019
MACHINERY Backhoe
TEST PIT LENGTH (m) 3.0
TEST PIT WIDTH (m) 0.5
TOTAL DEPTH (mBGL) 2.0
COORDINATES ,
COORD SYSTEM Latitude, Longitude
GROUND ELEVATION (mAHD)
LOGGED BY LBWco Tab2
CHECKED BY
COMMENTS
Material Description Additional Observations
Disclaimer This log was prepared by LBWco Pty Ltd for environmental purposes only.
produced by ESlog.ESdat.net on 17 Jun 2019
Page 1 of 1
TEST PIT : TP12
PROJECT NUMBER 191091
PROJECT NAME Cowan St Angle Park PSI
ADDRESS Cowan Street Angle Park
EXCAVATION DATE 14/06/2019
MACHINERY Backhoe
TEST PIT LENGTH (m) 3.0
TEST PIT WIDTH (m) 0.5
TOTAL DEPTH (mBGL) 2.0
COORDINATES ,
COORD SYSTEM Latitude, Longitude
GROUND ELEVATION (mAHD)
LOGGED BY LBWco Tab2
CHECKED BY
COMMENTS
Material Description Additional Observations
Disclaimer This log was prepared by LBWco Pty Ltd for environmental purposes only.
produced by ESlog.ESdat.net on 17 Jun 2019
Page 1 of 1
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Appendix H
Chemical Summary Tables
191091 Cowan St Angle Park PSI Chemical Summary Table
Risk-Based Guidelines
Ars
en
ic
Ba
riu
m
Be
rylliu
m
Ca
dm
ium
Ch
rom
ium
(h
ex
av
ale
nt)
Ch
rom
ium
(II
I+V
I)
Co
ba
lt
Co
pp
er
Iro
n
Lea
d
Ma
ng
an
ese
Me
rcu
ry
Nic
ke
l
Silv
er
Zin
c
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
4 10 1 0.4 0.5 1 2 1 50 1 5 0.1 1 2 1
100 60 20 100 100 6,000 300 3,800 40 400 7,400
300 90 90 300 300 17,000 600 19,000 80 1,200 30,000
100 55 1,100 230 620
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal <5 - - <1 - 3 - <5 - 36 - <0.1 <2 - 10
TP02-02 0.2 - 0.3 14/06/2019 Normal 6 40 <1 <1 <0.5 16 5 90 17,300 441 556 <0.1 8 <2 857
TP02-03 0.4 - 0.5 14/06/2019 Normal <5 - - <1 - 10 - 81 - 598 - <0.1 8 - 1,280
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 17 - 12 - 16 - 0.1 9 - 31
TP04-02 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 24 - 19 - 17 - <0.1 12 - 58
TP04-03 0.7 - 0.8 14/06/2019 Normal <5 - - <1 - 9 - 6 - 20 - <0.1 4 - 21
TP05-02 0.1 - 0.2 14/06/2019 Normal <5 - - <1 - 4 - <5 - 6 - <0.1 2 - 20
TP05-03 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 11 - 6 - 23 - <0.1 4 - 14
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal 5 - - <1 - 22 - 8 - 14 - <0.1 10 - 86
TP07-02 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 14 - 11 - 17 - <0.1 7 - 36
TP07-03 0.7 - 0.8 14/06/2019 Normal <5 - - <1 - 11 - 5 - 8 - <0.1 4 - 11
TP08-01 0.0 - 0.1 14/06/2019 Normal <5 - - <1 - 10 - 13 - 40 - <0.1 5 - 89
TP08-03 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 9 - 16 - 59 - <0.1 4 - 107
TP09-02 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 13 - 16 - 34 - <0.1 7 - 60
TP09-03 0.5 - 0.6 14/06/2019 Normal <5 - - <1 - 15 - 8 - 29 - <0.1 5 - 15
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D 5 - - <0.4 - 14 - 23 - 48 - <0.1 7 - 81
TP09-07 0.3 - 0.4 14/06/2019 Field_D <5 - - <1 - 16 - 19 - 40 - <0.1 8 - 77
TP10-02 0.1 - 0.2 14/06/2019 Normal 8 - - <1 - 14 - 8 - 8 - <0.1 10 - 25
TP10-03 0.5 - 0.6 14/06/2019 Normal <5 - - <1 - 12 - 8 - 30 - <0.1 4 - 20
TP11-01 0.0 - 0.1 14/06/2019 Normal <5 - - <1 - 17 - 13 - 61 - <0.1 7 - 72
TP11-02 .3 - 0.4 14/06/2019 Normal - - - - - - - - 27,000 - - - - - -
TP12-01 0.0 - 0.1 14/06/2019 Normal <5 - - <1 - 16 - 12 - 42 - <0.1 5 - 49
TP12-02 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 31 - 18 - 12 - <0.1 15 - 28
SP01 SP01 - 14/06/2019 Normal <5 - - <1 - 10 - 6 - 6 - <0.1 5 - 16
SP02 SP02 - 14/06/2019 Normal 10 - - <1 - 6 - 9 - 25 - <0.1 3 - 44
SP03 SP03 - 14/06/2019 Normal 6 90 <1 2 <0.5 31 4 51 11,300 106 130 1.7 13 4 244
SP04 SP04 - 14/06/2019 Normal 5 - - 1 - 22 - 34 - 69 - 2.1 10 - 171
CRC CARE 2011 Soil HSL C for Direct Contact - Recreational / Open Space
TP02
Metals
NEPM 1999 Soil HSL A/B for Vapour Intrusion - Residential (Sand, 0-1mBGL)
NEPM 1999 EIL - Urban Residential
NEPM 1999 Soil ESLs - Urban Residential (coarse)
EQL
NEPM 1999 Soil HIL A - Residential
NEPM 1999 Soil HIL C - Recreational
CRC CARE 2011 Soil HSL A for Direct Contact - Residential (Low Density)
TP04
TP05
TP12
TP07
TP08
TP09
TP10
TP11
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 NEPM Guidelines
1 of 8
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Risk-Based Guidelines
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 .3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
CRC CARE 2011 Soil HSL C for Direct Contact - Recreational / Open Space
TP02
NEPM 1999 Soil HSL A/B for Vapour Intrusion - Residential (Sand, 0-1mBGL)
NEPM 1999 EIL - Urban Residential
NEPM 1999 Soil ESLs - Urban Residential (coarse)
EQL
NEPM 1999 Soil HIL A - Residential
NEPM 1999 Soil HIL C - Recreational
CRC CARE 2011 Soil HSL A for Direct Contact - Residential (Low Density)
TP04
TP05
TP12
TP07
TP08
TP09
TP10
TP11
PA
Hs
(Vic
EP
A L
ist)
Ac
en
ap
hth
en
e
Ac
en
ap
hth
yle
ne
An
thra
ce
ne
Be
nz(
a)a
nth
rac
en
e
Be
nzo
(a)
py
ren
e
Be
nzo
(b+
k)f
luo
ran
the
ne
Be
nzo
(g,h
,i)p
ery
len
e
Be
nzo
(k)f
luo
ran
the
ne
Be
nzo
(b+
j)flu
ora
nth
en
e
Ch
ryse
ne
Dib
en
z(a
,h)a
nth
rac
en
e
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
0.5 0.1 0.1 0.1 0.1 0.05 0.2 0.1 0.5 0.5 0.1 0.1
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 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
20.7 <0.5 <0.5 <0.5 2.2 2.1 - 1.1 0.9 2.6 2.2 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<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 0.06 <0.2 <0.1 - - <0.1 <0.1
- - - - - - - - - - - -
<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
1.8 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 0.6 <0.5 <0.5
2.8 <0.5 <0.5 <0.5 <0.5 0.5 - <0.5 <0.5 0.7 <0.5 <0.5
3.1 <0.5 <0.5 <0.5 <0.5 0.6 - <0.5 <0.5 0.7 <0.5 <0.5
PAH
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 NEPM Guidelines
2 of 8
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Risk-Based Guidelines
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 .3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
CRC CARE 2011 Soil HSL C for Direct Contact - Recreational / Open Space
TP02
NEPM 1999 Soil HSL A/B for Vapour Intrusion - Residential (Sand, 0-1mBGL)
NEPM 1999 EIL - Urban Residential
NEPM 1999 Soil ESLs - Urban Residential (coarse)
EQL
NEPM 1999 Soil HIL A - Residential
NEPM 1999 Soil HIL C - Recreational
CRC CARE 2011 Soil HSL A for Direct Contact - Residential (Low Density)
TP04
TP05
TP12
TP07
TP08
TP09
TP10
TP11
Flu
ora
nth
en
e
Flu
ore
ne
Ind
en
o(1
,2,3
-c,d
)py
ren
e
Na
ph
tha
len
e
Ph
en
an
thre
ne
Py
ren
e
PA
Hs
(Su
m o
f to
tal)
Be
nzo
(a)p
yre
ne
TEQ
ca
lc
(Ze
ro)
Be
nzo
(a)p
yre
ne
TEQ
ca
lc
(Ha
lf)
Be
nzo
(a)p
yre
ne
TEQ
(LO
R)
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
0.1 0.1 0.1 0.1 0.1 0.1 0.05 0.5 0.5 0.5
300 3 3 3
300 3 3 3
1,400
1,900
3
170
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
3.6 <0.5 1.0 <0.5 1.0 4.0 20.7 2.8 3.0 3.3
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.06 <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
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
- - - - - - - - - -
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
0.6 <0.5 <0.5 <0.5 <0.5 0.6 1.8 <0.5 0.6 1.2
0.8 <0.5 <0.5 <0.5 <0.5 0.8 2.8 0.6 0.9 1.2
0.9 <0.5 <0.5 <0.5 <0.5 0.9 3.1 0.7 1.0 1.3
PAH
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 NEPM Guidelines
3 of 8
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Risk-Based Guidelines
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 .3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
CRC CARE 2011 Soil HSL C for Direct Contact - Recreational / Open Space
TP02
NEPM 1999 Soil HSL A/B for Vapour Intrusion - Residential (Sand, 0-1mBGL)
NEPM 1999 EIL - Urban Residential
NEPM 1999 Soil ESLs - Urban Residential (coarse)
EQL
NEPM 1999 Soil HIL A - Residential
NEPM 1999 Soil HIL C - Recreational
CRC CARE 2011 Soil HSL A for Direct Contact - Residential (Low Density)
TP04
TP05
TP12
TP07
TP08
TP09
TP10
TP11
2-m
eth
ylp
he
no
l
3-&
4-m
eth
ylp
he
no
l
Pe
nta
ch
loro
ph
en
ol
Ph
en
ol
Su
m o
f P
he
no
ls
C6
-C1
0
C6
-C1
0 (
F1
min
us
BTE
X)
C1
0-C
16
C1
0-C
16
(F2
min
us
Na
ph
tha
len
e)
C1
6-C
34
C3
4-C
40
C1
0-C
40
(Su
m o
f to
tal)
Be
nze
ne
Tolu
en
e
Eth
ylb
en
zen
e
Xy
len
e (
o)
Xy
len
e (
m &
p)
Xy
len
e T
ota
l
Tota
l B
TEX
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
0.5 1 2 0.5 0.5 10 10 50 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2
100 3,000
120 40,000
4,400 3,300 4,500 6,300 100 14,000 4,500 12,000
5,100 3,800 5,300 7,400 120 18,000 5,300 15,000
45 110 0.5 160 55 40
180 120 300 2,800 50 85 70 105
- - - - - - - - - - - - - - - - - - -
<0.5 <1 <2 <0.5 <0.5 <10 <10 <50 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - <10 <10 <50 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - - - -
- - - - - <10 <10 <50 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - <10 <10 <50 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - - - -
- - - - - <25 <25 <50 <50 <100 <100 <50 <0.2 <0.5 <1 <1 <2 <1 -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - <10 <10 <50 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - - - - <10 <10 <50 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
<0.5 <1 <2 <0.5 <0.5 <10 <10 <50 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - - - -
Phenols TRH BTEX
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 NEPM Guidelines
4 of 8
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Risk-Based Guidelines
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 .3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
CRC CARE 2011 Soil HSL C for Direct Contact - Recreational / Open Space
TP02
NEPM 1999 Soil HSL A/B for Vapour Intrusion - Residential (Sand, 0-1mBGL)
NEPM 1999 EIL - Urban Residential
NEPM 1999 Soil ESLs - Urban Residential (coarse)
EQL
NEPM 1999 Soil HIL A - Residential
NEPM 1999 Soil HIL C - Recreational
CRC CARE 2011 Soil HSL A for Direct Contact - Residential (Low Density)
TP04
TP05
TP12
TP07
TP08
TP09
TP10
TP11
DD
D
4,4
-DD
E
DD
T
DD
T+D
DE+
DD
D
a-B
HC
b-B
HC
d-B
HC
g-B
HC
(Li
nd
an
e)
Ald
rin
Die
ldri
n
Ald
rin
+ D
ield
rin
ch
lord
an
e
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05
240 6 50
400 10 70
180
- - - - - - - - - - - -
<0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
<0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
- - - - - - - - - - - -
Organochlorine Pesticides
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 NEPM Guidelines
5 of 8
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Risk-Based Guidelines
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 .3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
CRC CARE 2011 Soil HSL C for Direct Contact - Recreational / Open Space
TP02
NEPM 1999 Soil HSL A/B for Vapour Intrusion - Residential (Sand, 0-1mBGL)
NEPM 1999 EIL - Urban Residential
NEPM 1999 Soil ESLs - Urban Residential (coarse)
EQL
NEPM 1999 Soil HIL A - Residential
NEPM 1999 Soil HIL C - Recreational
CRC CARE 2011 Soil HSL A for Direct Contact - Residential (Low Density)
TP04
TP05
TP12
TP07
TP08
TP09
TP10
TP11
Ch
lord
an
e (
cis
)
Ch
lord
an
e (
tra
ns)
En
do
sulfa
n
En
do
sulfa
n I
En
do
sulfa
n I
I
En
do
sulfa
n s
ulp
ha
te
En
dri
n
En
dri
n a
lde
hy
de
En
dri
n k
eto
ne
He
pta
ch
lor
He
pta
ch
lor
ep
ox
ide
Me
tho
xy
ch
lor
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.2
270 10 6 300
340 20 10 400
- - - - - - - - - - - -
<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2
- - - - - - - - - - - -
Organochlorine Pesticides
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 NEPM Guidelines
6 of 8
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Risk-Based Guidelines
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 .3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
CRC CARE 2011 Soil HSL C for Direct Contact - Recreational / Open Space
TP02
NEPM 1999 Soil HSL A/B for Vapour Intrusion - Residential (Sand, 0-1mBGL)
NEPM 1999 EIL - Urban Residential
NEPM 1999 Soil ESLs - Urban Residential (coarse)
EQL
NEPM 1999 Soil HIL A - Residential
NEPM 1999 Soil HIL C - Recreational
CRC CARE 2011 Soil HSL A for Direct Contact - Residential (Low Density)
TP04
TP05
TP12
TP07
TP08
TP09
TP10
TP11
PCBsHalogenated
BenzenesSPOCAS
PC
Bs
(Su
m o
f to
tal)
He
xa
ch
loro
be
nze
ne
Ex
ch
an
ge
ab
le S
od
ium
Ca
lciu
m/M
ag
ne
siu
m R
atio
TOC
CEC
Ex
ch
an
ge
ab
le S
od
ium
Pe
rce
nt
Ex
ch
an
ge
ab
le M
ag
ne
siu
m
Ex
ch
an
ge
ab
le C
alc
ium
Ex
ch
an
ge
ab
le P
ota
ssiu
m
Mo
istu
re
pH
(C
aC
l2)
mg/kg mg/kg cmol/kg - mg/kg cmol/kg % cmol/kg cmol/kg cmol/kg % pH Unit
0.1 0.05 0.2 5,000 0.2 0.2 0.2 0.2 0.1 0.1
1 10
1 10
- - - - - - - - - - - -
<0.1 <0.05 - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - 6.0 -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - 1.8 0.9 7,000 15.2 11.6 6.2 5.4 1.9 - 7.7
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
<0.1 <0.05 - - - - - - - - - -
- - - - - - - - - - - -
Inorganics
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 NEPM Guidelines
7 of 8
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Risk-Based Guidelines
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 .3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
CRC CARE 2011 Soil HSL C for Direct Contact - Recreational / Open Space
TP02
NEPM 1999 Soil HSL A/B for Vapour Intrusion - Residential (Sand, 0-1mBGL)
NEPM 1999 EIL - Urban Residential
NEPM 1999 Soil ESLs - Urban Residential (coarse)
EQL
NEPM 1999 Soil HIL A - Residential
NEPM 1999 Soil HIL C - Recreational
CRC CARE 2011 Soil HSL A for Direct Contact - Residential (Low Density)
TP04
TP05
TP12
TP07
TP08
TP09
TP10
TP11
Particle
Size
DEN
SIT
Y
Cla
y in
so
ils
<2
um
Ex
ch
an
ge
ab
le C
alc
ium
Pe
rce
nt
_1
Ex
ch
an
ge
ab
le M
ag
ne
siu
m
Pe
rce
nt
_1
Ex
ch
an
ge
ab
le P
ota
ssiu
m
Pe
rce
nt
_1
Ma
gn
esi
um
/Po
tass
ium
Ra
tio
Org
an
ic M
att
er
Mo
istu
re C
on
ten
t
g/cm3 % (w/w) % % % - % %
1 0.2 0.2 0.2 0.2 0.5 1
- - - - - - - 14.4
- - - - - - - 8.1
- - - - - - - 6.6
- - - - - - - 7.8
- - - - - - - 8.7
- - - - - - - 5.1
- - - - - - - 8.4
- - - - - - - 3.8
- - - - - - - 15.5
- - - - - - - 6.0
- - - - - - - 2.3
- - - - - - - 10.4
- - - - - - - 6.8
- - - - - - - 6.8
- - - - - - - 4.3
- - - - - - - -
- - - - - - - 7.2
- - - - - - - 19.9
- - - - - - - 4.4
- - - - - - - 11.1
2.48 39 35.1 40.8 12.4 3.3 1.1 11.2
- - - - - - - 11.1
- - - - - - - 13.4
- - - - - - - 9.5
- - - - - - - 10.4
- - - - - - - 11.8
- - - - - - - 11.9
Other
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 NEPM Guidelines
8 of 8
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Waste Classification
Ars
en
ic
Ba
riu
m
Be
rylliu
m
Ca
dm
ium
Ch
rom
ium
(h
ex
av
ale
nt)
Ch
rom
ium
(II
I+V
I)
Co
ba
lt
Co
pp
er
Iro
n
Lea
d
Ma
ng
an
ese
Me
rcu
ry
Nic
ke
l
Silv
er
Zin
c
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
4 10 1 0.4 0.5 1 2 1 50 1 5 0.1 1 2 1
20 300 20 3 1 170 60 300 500 1 60 200
200 40 30 200 170 2,000 1,200 6,000 30 600 14,000
750 150 60 750 1,000 7,500 5,000 10,000 110 3,000 50,000
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal <5 - - <1 - 3 - <5 - 36 - <0.1 <2 - 10
TP02-02 0.2 - 0.3 14/06/2019 Normal 6 40 <1 <1 <0.5 16 5 90 17,300 441 556 <0.1 8 <2 857
TP02-03 0.4 - 0.5 14/06/2019 Normal <5 - - <1 - 10 - 81 - 598 - <0.1 8 - 1,280
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 17 - 12 - 16 - 0.1 9 - 31
TP04-02 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 24 - 19 - 17 - <0.1 12 - 58
TP04-03 0.7 - 0.8 14/06/2019 Normal <5 - - <1 - 9 - 6 - 20 - <0.1 4 - 21
TP05-02 0.1 - 0.2 14/06/2019 Normal <5 - - <1 - 4 - <5 - 6 - <0.1 2 - 20
TP05-03 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 11 - 6 - 23 - <0.1 4 - 14
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal 5 - - <1 - 22 - 8 - 14 - <0.1 10 - 86
TP07-02 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 14 - 11 - 17 - <0.1 7 - 36
TP07-03 0.7 - 0.8 14/06/2019 Normal <5 - - <1 - 11 - 5 - 8 - <0.1 4 - 11
TP08-01 0.0 - 0.1 14/06/2019 Normal <5 - - <1 - 10 - 13 - 40 - <0.1 5 - 89
TP08-03 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 9 - 16 - 59 - <0.1 4 - 107
TP09-02 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 13 - 16 - 34 - <0.1 7 - 60
TP09-03 0.5 - 0.6 14/06/2019 Normal <5 - - <1 - 15 - 8 - 29 - <0.1 5 - 15
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D 5 - - <0.4 - 14 - 23 - 48 - <0.1 7 - 81
TP09-07 0.3 - 0.4 14/06/2019 Field_D <5 - - <1 - 16 - 19 - 40 - <0.1 8 - 77
TP10-02 0.1 - 0.2 14/06/2019 Normal 8 - - <1 - 14 - 8 - 8 - <0.1 10 - 25
TP10-03 0.5 - 0.6 14/06/2019 Normal <5 - - <1 - 12 - 8 - 30 - <0.1 4 - 20
TP11-01 0.0 - 0.1 14/06/2019 Normal <5 - - <1 - 17 - 13 - 61 - <0.1 7 - 72
TP11-02 0.3 - 0.4 14/06/2019 Normal - - - - - - - - 27,000 - - - - - -
TP12-01 0.0 - 0.1 14/06/2019 Normal <5 - - <1 - 16 - 12 - 42 - <0.1 5 - 49
TP12-02 0.3 - 0.4 14/06/2019 Normal <5 - - <1 - 31 - 18 - 12 - <0.1 15 - 28
SP01 SP01 - 14/06/2019 Normal <5 - - <1 - 10 - 6 - 6 - <0.1 5 - 16
SP02 SP02 - 14/06/2019 Normal 10 - - <1 - 6 - 9 - 25 - <0.1 3 - 44
SP03 SP03 - 14/06/2019 Normal 6 90 <1 2 <0.5 31 4 51 11,300 106 130 1.7 13 4 244
SP04 SP04 - 14/06/2019 Normal 5 - - 1 - 22 - 34 - 69 - 2.1 10 - 171
TP05
TP12
TP07
TP08
TP09
TP10
TP11
TP02
TP04
EQL
SA EPA - Waste Fill
SA EPA - Intermediate Waste
SA EPA - Low Level Contaminated Waste
Metals
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 Waste Table
1 of 7
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Waste Classification
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 0.3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
TP05
TP12
TP07
TP08
TP09
TP10
TP11
TP02
TP04
EQL
SA EPA - Waste Fill
SA EPA - Intermediate Waste
SA EPA - Low Level Contaminated Waste
PA
Hs
(Vic
EP
A L
ist)
Ac
en
ap
hth
en
e
Ac
en
ap
hth
yle
ne
An
thra
ce
ne
Be
nz(
a)a
nth
rac
en
e
Be
nzo
(a)
py
ren
e
Be
nzo
(b+
k)f
luo
ran
the
ne
Be
nzo
(g,h
,i)p
ery
len
e
Be
nzo
(k)f
luo
ran
the
ne
Be
nzo
(b+
j)flu
ora
nth
en
e
Ch
ryse
ne
Dib
en
z(a
,h)a
nth
rac
en
e
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
0.5 0.1 0.1 0.1 0.1 0.05 0.2 0.1 0.5 0.5 0.1 0.1
1
2
5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
20.7 <0.5 <0.5 <0.5 2.2 2.1 - 1.1 0.9 2.6 2.2 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 <0.5 <0.5 <0.5
<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 0.06 <0.2 <0.1 - - <0.1 <0.1
- - - - - - - - - - - -
<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
1.8 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 <0.5 0.6 <0.5 <0.5
2.8 <0.5 <0.5 <0.5 <0.5 0.5 - <0.5 <0.5 0.7 <0.5 <0.5
3.1 <0.5 <0.5 <0.5 <0.5 0.6 - <0.5 <0.5 0.7 <0.5 <0.5
PAH
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 Waste Table
2 of 7
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Waste Classification
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 0.3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
TP05
TP12
TP07
TP08
TP09
TP10
TP11
TP02
TP04
EQL
SA EPA - Waste Fill
SA EPA - Intermediate Waste
SA EPA - Low Level Contaminated Waste
Flu
ora
nth
en
e
Flu
ore
ne
Ind
en
o(1
,2,3
-c,d
)py
ren
e
Na
ph
tha
len
e
Ph
en
an
thre
ne
Py
ren
e
PA
Hs
(Su
m o
f to
tal)
Be
nzo
(a)p
yre
ne
TEQ
ca
lc
(Ze
ro)
Be
nzo
(a)p
yre
ne
TEQ
ca
lc
(Ha
lf)
Be
nzo
(a)p
yre
ne
TEQ
(LO
R)
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
0.1 0.1 0.1 0.1 0.1 0.1 0.05 0.5 0.5 0.5
5
40
200
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
3.6 <0.5 1.0 <0.5 1.0 4.0 20.7 2.8 3.0 3.3
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.06 <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
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
- - - - - - - - - -
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2
0.6 <0.5 <0.5 <0.5 <0.5 0.6 1.8 <0.5 0.6 1.2
0.8 <0.5 <0.5 <0.5 <0.5 0.8 2.8 0.6 0.9 1.2
0.9 <0.5 <0.5 <0.5 <0.5 0.9 3.1 0.7 1.0 1.3
PAH
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 Waste Table
3 of 7
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Waste Classification
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 0.3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
TP05
TP12
TP07
TP08
TP09
TP10
TP11
TP02
TP04
EQL
SA EPA - Waste Fill
SA EPA - Intermediate Waste
SA EPA - Low Level Contaminated Waste
2-m
eth
ylp
he
no
l
3-&
4-m
eth
ylp
he
no
l
Pe
nta
ch
loro
ph
en
ol
Ph
en
ol
Su
m o
f P
he
no
ls
C6
-C9
C1
0-C
14
C1
5-C
28
C2
9-C
36
+C
10
-C3
6 (
Su
m o
f to
tal)
Be
nze
ne
Tolu
en
e
Eth
ylb
en
zen
e
Xy
len
e (
o)
Xy
len
e (
m &
p)
Xy
len
e T
ota
l
Tota
l B
TEX
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
0.5 1 2 0.5 0.5 10 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2
0.5 65 1,000 1 1.4 3.1 14
17,000 100 1,000 5 50 100 180
50,000 1,000 10,000 15 500 1,000 1,800
- - - - - - - - - - - - - - - - -
<0.5 <1 <2 <0.5 <0.5 <10 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - <10 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - -
- - - - - <10 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - <10 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - -
- - - - - <25 <50 <100 <100 <50 <0.2 <0.5 <1 <1 <2 <1 -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - <10 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - <10 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
<0.5 <1 <2 <0.5 <0.5 <10 <50 <100 <100 <50 <0.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.2
- - - - - - - - - - - - - - - - -
Phenols BTEXTPH
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 Waste Table
4 of 7
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Waste Classification
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 0.3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
TP05
TP12
TP07
TP08
TP09
TP10
TP11
TP02
TP04
EQL
SA EPA - Waste Fill
SA EPA - Intermediate Waste
SA EPA - Low Level Contaminated Waste
DD
D
4,4
-DD
E
DD
T
DD
T+D
DE+
DD
D
a-B
HC
b-B
HC
d-B
HC
g-B
HC
(Li
nd
an
e)
Ald
rin
Die
ldri
n
Ald
rin
+ D
ield
rin
ch
lord
an
e
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05
2 2 2
2 2 2
50 50 50
- - - - - - - - - - - -
<0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
<0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
- - - - - - - - - - - -
Organochlorine Pesticides
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 Waste Table
5 of 7
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Waste Classification
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 0.3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
TP05
TP12
TP07
TP08
TP09
TP10
TP11
TP02
TP04
EQL
SA EPA - Waste Fill
SA EPA - Intermediate Waste
SA EPA - Low Level Contaminated Waste
Ch
lord
an
e (
cis
)
Ch
lord
an
e (
tra
ns)
En
do
sulfa
n
En
do
sulfa
n I
En
do
sulfa
n I
I
En
do
sulfa
n s
ulp
ha
te
En
dri
n
En
dri
n a
lde
hy
de
En
dri
n k
eto
ne
He
pta
ch
lor
He
pta
ch
lor
ep
ox
ide
Me
tho
xy
ch
lor
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.2
2
2
50
- - - - - - - - - - - -
<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2
- - - - - - - - - - - -
Organochlorine Pesticides
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 Waste Table
6 of 7
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Waste Classification
Location Field ID Depth Date Sample
TP01 TP01-01 0.0 - 0.1 14/06/2019 Normal
TP02-02 0.2 - 0.3 14/06/2019 Normal
TP02-03 0.4 - 0.5 14/06/2019 Normal
TP03 TP03-02 0.3 - 0.4 14/06/2019 Normal
TP04-02 0.3 - 0.4 14/06/2019 Normal
TP04-03 0.7 - 0.8 14/06/2019 Normal
TP05-02 0.1 - 0.2 14/06/2019 Normal
TP05-03 0.3 - 0.4 14/06/2019 Normal
TP06 TP06-02 0.2 - 0.3 14/06/2019 Normal
TP07-02 0.3 - 0.4 14/06/2019 Normal
TP07-03 0.7 - 0.8 14/06/2019 Normal
TP08-01 0.0 - 0.1 14/06/2019 Normal
TP08-03 0.3 - 0.4 14/06/2019 Normal
TP09-02 0.3 - 0.4 14/06/2019 Normal
TP09-03 0.5 - 0.6 14/06/2019 Normal
TP09-06 0.3 - 0.4 14/06/2019 Interlab_D
TP09-07 0.3 - 0.4 14/06/2019 Field_D
TP10-02 0.1 - 0.2 14/06/2019 Normal
TP10-03 0.5 - 0.6 14/06/2019 Normal
TP11-01 0.0 - 0.1 14/06/2019 Normal
TP11-02 0.3 - 0.4 14/06/2019 Normal
TP12-01 0.0 - 0.1 14/06/2019 Normal
TP12-02 0.3 - 0.4 14/06/2019 Normal
SP01 SP01 - 14/06/2019 Normal
SP02 SP02 - 14/06/2019 Normal
SP03 SP03 - 14/06/2019 Normal
SP04 SP04 - 14/06/2019 Normal
TP05
TP12
TP07
TP08
TP09
TP10
TP11
TP02
TP04
EQL
SA EPA - Waste Fill
SA EPA - Intermediate Waste
SA EPA - Low Level Contaminated Waste
PCBsHalogenated
BenzenesSPOCAS
PC
Bs
(Su
m o
f to
tal)
He
xa
ch
loro
be
nze
ne
Ex
ch
an
ge
ab
le S
od
ium
Ca
lciu
m/M
ag
ne
siu
m R
atio
TOC
CEC
Ex
ch
an
ge
ab
le S
od
ium
Pe
rce
nt
Ex
ch
an
ge
ab
le M
ag
ne
siu
m
Ex
ch
an
ge
ab
le C
alc
ium
Ex
ch
an
ge
ab
le P
ota
ssiu
m
Mo
istu
re
pH
(C
aC
l2)
mg/kg mg/kg cmol/kg - mg/kg cmol/kg % cmol/kg cmol/kg cmol/kg % pH Unit
0.1 0.05 0.2 5,000 0.2 0.2 0.2 0.2 0.1 0.1
2
2
50
- - - - - - - - - - - -
<0.1 <0.05 - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - 6.0 -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - 1.8 0.9 7,000 15.2 11.6 6.2 5.4 1.9 - 7.7
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - -
<0.1 <0.05 - - - - - - - - - -
- - - - - - - - - - - -
Inorganics
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 Waste Table
7 of 7
2/07/2019
191091 Cowan St Angle Park PSI Chemical Summary Table
Duplicates
TP09-02 TP09-07 TP09-02 TP09-06
soil soil soil soil
14/06/2019 14/06/2019 RPD 14/06/2019 14/06/2019 RPD
Unit EQL
Metals
Arsenic mg/kg 4 <5 <5 0 <5 5 0
Cadmium mg/kg 0.4 <1 <1 0 <1 <0.4 0
Chromium (III+VI) mg/kg 1 13 16 21 13 14 7
Copper mg/kg 1 16 19 17 16 23 36
Lead mg/kg 1 34 40 16 34 48 34
Mercury mg/kg 0.1 <0.1 <0.1 0 <0.1 <0.1 0
Nickel mg/kg 1 7 8 13 7 7 0
Zinc mg/kg 1 60 77 25 60 81 30
PAH
PAHs (Vic EPA List) mg/kg 0.5 <0.5 - - <0.5 - -
Acenaphthene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Acenaphthylene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Anthracene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Benz(a)anthracene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Benzo(a) pyrene mg/kg 0.05 <0.5 - - <0.5 0.06 0
Benzo(b+k)fluoranthene mg/kg 0.2 - - - - <0.2 -
Benzo(g,h,i)perylene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Benzo(k)fluoranthene mg/kg 0.5 <0.5 - - <0.5 - -
Benzo(b+j)fluoranthene mg/kg 0.5 <0.5 - - <0.5 - -
Chrysene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Dibenz(a,h)anthracene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Fluoranthene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Fluorene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Indeno(1,2,3-c,d)pyrene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Naphthalene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Phenanthrene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
Pyrene mg/kg 0.1 <0.5 - - <0.5 <0.1 0
PAHs (Sum of total) mg/kg 0.05 - - - - 0.06 -
Benzo(a)pyrene TEQ mg/kg 0.5 - - - - <0.5 -
Benzo(a)pyrene TEQ calc (Zero) mg/kg 0.5 <0.5 - - <0.5 - -
Benzo(a)pyrene TEQ calc (Half) mg/kg 0.5 0.6 - - 0.6 <0.5 18
Benzo(a)pyrene TEQ (LOR) mg/kg 0.5 1.2 - - 1.2 <0.5 82
TRH
C6-C10 mg/kg 10 <10 - - <10 <25 0
C6-C10 (F1 minus BTEX) mg/kg 10 <10 - - <10 <25 0
C10-C16 mg/kg 50 <50 - - <50 <50 0
C10-C16 (F2 minus Naphthalene) mg/kg 50 <50 - - <50 <50 0
C16-C34 mg/kg 100 <100 - - <100 <100 0
C34-C40 mg/kg 100 <100 - - <100 <100 0
C10-C40 (Sum of total) mg/kg 50 <50 - - <50 <50 0
BTEX
Benzene mg/kg 0.2 <0.2 - - <0.2 <0.2 0
Toluene mg/kg 0.5 <0.5 - - <0.5 <0.5 0
Ethylbenzene mg/kg 0.5 <0.5 - - <0.5 <1 0
Xylene (o) mg/kg 0.5 <0.5 - - <0.5 <1 0
Xylene (m & p) mg/kg 0.5 <0.5 - - <0.5 <2 0
Xylene Total mg/kg 0.5 <0.5 - - <0.5 <1 0
Total BTEX mg/kg 0.2 <0.2 - - <0.2 - -
Inorganics
Moisture % 0.1 - - - - 6.0 -
TPH
C6-C9 mg/kg 10 <10 - - <10 <25 0
C10-C14 mg/kg 50 <50 - - <50 <50 0
C15-C28 mg/kg 100 <100 - - <100 <100 0
C29-C36 mg/kg 100 <100 - - <100 <100 0
+C10-C36 (Sum of total) mg/kg 50 <50 - - <50 <50 0
Field IDMatrix
Date
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 RPD Table
1 of 1
2/07/2019
191091 Cowan Street Angle Park PSI Chemical Summary Table-
Leachate
Co
pp
er
(filte
red
)
Lea
d (
filte
red
)
Ma
ng
an
ese
(filte
red
)
Me
rcu
ry (
filte
red
)
Zin
c (
filte
red
)
mg/L mg/L mg/L mg/L mg/L
EQL 0.1 0.1 0.1 0.001 0.1
SA EPA - Intermediate Waste (leachate) 10 5 50 0.1 250
SA EPA - Low Level Contaminated Waste (leachate) 10 5 50 0.1 250
Location Code Field ID Depth Date Sample Type
TP02-02 0.2 - 0.3 14/06/2019 Leachate <0.1 - 1.0 - -
TP02-03 0.4 - 0.5 14/06/2019 Leachate - <0.1 - - 1.6
SP03 SP03 14/06/2019 Leachate - - - - 1.3
SP04 SP04 14/06/2019 Leachate - - - <0.0010 -
Metals
TP02
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091- Leachate Table
1 of 3
15/07/2019
191091 Cowan Street Angle Park PSI Chemical Summary Table-
Leachate
EQL
SA EPA - Intermediate Waste (leachate)
SA EPA - Low Level Contaminated Waste (leachate)
Location Code Field ID Depth Date Sample Type
TP02-02 0.2 - 0.3 14/06/2019 Leachate
TP02-03 0.4 - 0.5 14/06/2019 Leachate
SP03 SP03 14/06/2019 Leachate
SP04 SP04 14/06/2019 Leachate
TP02
PA
Hs
(Vic
EP
A L
ist)
Ac
en
ap
hth
en
e
Ac
en
ap
hth
yle
ne
An
thra
ce
ne
Be
nz(
a)a
nth
rac
en
e
Be
nzo
(a)
py
ren
e
Be
nzo
(g,h
,i)p
ery
len
e
Be
nzo
(k)f
luo
ran
the
ne
Be
nzo
(b+
j)flu
ora
nth
en
e
Ch
ryse
ne
Dib
en
z(a
,h)a
nth
rac
en
e
mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L
0.0005 0.001 0.001 0.001 0.001 0.0005 0.001 0.001 0.001 0.001 0.001
0.001
- - - - - - - - - - -
<0.0005 <0.0010 <0.0010 <0.0010 <0.0010 <0.0005 <0.0010 <0.0010 <0.0010 <0.0010 <0.0010
- - - - - - - - - - -
- - - - - - - - - - -
PAH
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091- Leachate Table
2 of 3
15/07/2019
191091 Cowan Street Angle Park PSI Chemical Summary Table-
Leachate
EQL
SA EPA - Intermediate Waste (leachate)
SA EPA - Low Level Contaminated Waste (leachate)
Location Code Field ID Depth Date Sample Type
TP02-02 0.2 - 0.3 14/06/2019 Leachate
TP02-03 0.4 - 0.5 14/06/2019 Leachate
SP03 SP03 14/06/2019 Leachate
SP04 SP04 14/06/2019 Leachate
TP02
Flu
ora
nth
en
e
Flu
ore
ne
Ind
en
o(1
,2,3
-c,d
)py
ren
e
Na
ph
tha
len
e
Ph
en
an
thre
ne
Py
ren
e
Be
nzo
(a)p
yre
ne
TEQ
ca
lc
(Ze
ro)
pH
(Fi
na
l)
pH
(In
itia
l)
pH
(a
qu
eo
us
ex
tra
ct)
pH
(a
fte
r H
CL)
mg/L mg/L mg/L µg/L mg/L mg/L mg/L pH Unit pH_Units pH_Units pH_Units
0.001 0.001 0.001 1 0.001 0.001 0.0005 0.1 0.1 0.1
- - - - - - - 5.5 9.5 5.0 1.7
<0.0010 <0.0010 <0.0010 <1.0 <0.0010 <0.0010 <0.0005 5.5 8.9 5.0 1.4
- - - - - - - 4.8 8.4 5.0 1.7
- - - - - - - 4.8 8.0 5.0 1.6
InorganicsPAH
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091- Leachate Table
3 of 3
15/07/2019
191091 Cowan St Angle Park PSI Field Blanks
Field ID RINSE-01
Matrix water
Date 14/06/2019
Metals
Arsenic mg/L <0.001
Barium mg/L <0.001
Beryllium mg/L <0.001
Boron mg/L <0.05
Cadmium mg/L <0.0001
Chromium (III+VI) mg/L <0.001
Cobalt mg/L <0.001
Copper mg/L <0.001
Lead mg/L <0.001
Manganese mg/L <0.001
Mercury mg/L <0.0001
Nickel mg/L <0.001
Selenium mg/L <0.01
Vanadium mg/L <0.01
Zinc mg/L <0.005
PAH
PAHs (Vic EPA List) mg/L <0.0005
Acenaphthene mg/L <0.0010
Acenaphthylene mg/L <0.0010
Anthracene mg/L <0.0010
Benz(a)anthracene mg/L <0.0010
Benzo(a) pyrene mg/L <0.0005
Benzo(g,h,i)perylene mg/L <0.0010
Benzo(k)fluoranthene mg/L <0.0010
Benzo(b+j)fluoranthene mg/L <0.0010
Chrysene mg/L <0.0010
Dibenz(a,h)anthracene mg/L <0.0010
Fluoranthene mg/L <0.0010
Fluorene mg/L <0.0010
Indeno(1,2,3-c,d)pyrene mg/L <0.0010
Naphthalene µg/L <1.0
Phenanthrene mg/L <0.0010
Pyrene mg/L <0.0010
Benzo(a)pyrene TEQ calc (Zero) mg/L <0.0005
TRH
C6-C10 µg/L <20
C6-C10 (F1 minus BTEX) µg/L <20
C10-C16 µg/L <100
C10-C16 (F2 minus Naphthalene) µg/L <100
C16-C34 µg/L <100
C34-C40 µg/L <100
C10-C40 (Sum of total) µg/L <100
BTEX
Benzene µg/L <1
Toluene µg/L <2
Ethylbenzene µg/L <2
Xylene (o) µg/L <2
Xylene (m & p) µg/L <2
Xylene Total µg/L <2
Total BTEX µg/L <1
TPH
C6-C9 µg/L <20
C10-C14 µg/L <50
C15-C28 µg/L <100
C29-C36 µg/L <50
+C10-C36 (Sum of total) µg/L <50
Unit
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Laboratory\191091 Field Blanks
1 of 1
27/06/2019
I:\Jobs\2019\191091 Cowan St, Angle Park PSI\Report\191091 R01.docx
Appendix I
Laboratory Certificates of Analysis
Envirolab Services Pty Ltd
ABN 37 112 535 645 - 002
25 Research Drive Croydon South VIC 3136
ph 03 9763 2500 fax 03 9763 2633
www.envirolab.com.au
CERTIFICATE OF ANALYSIS 17155
184 Magill Road, Norwood, SA, 5067Address
Mark PetersonAttention
LBW CO PTY LTDClient
Client Details
19/06/2019Date completed instructions received
19/06/2019Date samples received
1 SoilNumber of Samples
191091 - Cowan Street Angle Park PSIYour Reference
Sample Details
Results are reported on a dry weight basis for solids and on an as received basis for other matrices.
Samples were analysed as received from the client. Results relate specifically to the samples as received.
Please refer to the following pages for results, methodology summary and quality control data.
Analysis Details
Tests not covered by NATA are denoted with *Accredited for compliance with ISO/IEC 17025 - Testing.
NATA Accreditation Number 2901. This document shall not be reproduced except in full.
25/06/2019Date of Issue
25/06/2019Date results requested by
Report Details
Pamela Adams, Laboratory Manager
Authorised By
Chris De Luca, Operations Manager
Results Approved By
Revision No: R00
17155Envirolab Reference: Page | 1 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
93%Surrogate aaa-Trifluorotoluene
<1mg/kgTotal +ve Xylenes
<1mg/kgNaphthalene
<1mg/kgo-Xylene
<2mg/kgm+p-xylene
<1mg/kgEthylbenzene
<0.5mg/kgToluene
<0.2mg/kgBenzene
<25mg/kgTRH C6 - C10 less BTEX (F1)
<25mg/kgvTRH C6 - C10
<25mg/kgvTRH C6 - C9
21/06/2019-Date analysed
20/06/2019-Date extracted
SoilType of sample
14/06/2019Date Sampled
TP09-06UNITSYour Reference
17155-1Our Reference
vTRH(C6-C10)/BTEXN in Soil
Envirolab Reference: 17155
R00Revision No:
Page | 2 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
73%Surrogate o-Terphenyl
<50mg/kgTotal +ve TRH (>C10-C40)
<100mg/kgTRH >C34 -C40
<100mg/kgTRH >C16 -C34
<50mg/kgTRH >C10 - C16 less Naphthalene (F2)
<50mg/kgTRH >C10 -C16
<50mg/kgTotal +ve TRH (C10-C36)
<100mg/kgTRH C29 - C36
<100mg/kgTRH C15 - C28
<50mg/kgTRH C10 - C14
21/06/2019-Date analysed
20/06/2019-Date extracted
SoilType of sample
14/06/2019Date Sampled
TP09-06UNITSYour Reference
17155-1Our Reference
TRH Soil C10-C40 NEPM
Envirolab Reference: 17155
R00Revision No:
Page | 3 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
90%Surrogate p-Terphenyl-d14
<0.5mg/kgBenzo(a)pyrene TEQ calc (PQL)
<0.5mg/kgBenzo(a)pyrene TEQ calc (Half)
<0.5mg/kgBenzo(a)pyrene TEQ calc (Zero)
0.06mg/kgTotal +ve PAH's
<0.1mg/kgBenzo(g,h,i)perylene
<0.1mg/kgDibenzo(a,h)anthracene
<0.1mg/kgIndeno(1,2,3-c,d)pyrene
0.06mg/kgBenzo(a)pyrene
<0.2mg/kgBenzo(b,j&k)fluoranthene
<0.1mg/kgChrysene
<0.1mg/kgBenzo(a)anthracene
<0.1mg/kgPyrene
<0.1mg/kgFluoranthene
<0.1mg/kgAnthracene
<0.1mg/kgPhenanthrene
<0.1mg/kgFluorene
<0.1mg/kgAcenaphthene
<0.1mg/kgAcenaphthylene
<0.1mg/kgNaphthalene
22/06/2019-Date analysed
20/06/2019-Date extracted
SoilType of sample
14/06/2019Date Sampled
TP09-06UNITSYour Reference
17155-1Our Reference
PAHs in Soil
Envirolab Reference: 17155
R00Revision No:
Page | 4 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
81mg/kgZinc
7mg/kgNickel
<0.1mg/kgMercury
48mg/kgLead
23mg/kgCopper
14mg/kgChromium
<0.4mg/kgCadmium
5mg/kgArsenic
21/06/2019-Date analysed
21/06/2019-Date digested
SoilType of sample
14/06/2019Date Sampled
TP09-06UNITSYour Reference
17155-1Our Reference
Acid Extractable metals in soil
Envirolab Reference: 17155
R00Revision No:
Page | 5 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
6.0%Moisture
21/06/2019-Date analysed
20/06/2019-Date prepared
SoilType of sample
14/06/2019Date Sampled
TP09-06UNITSYour Reference
17155-1Our Reference
Moisture
Envirolab Reference: 17155
R00Revision No:
Page | 6 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
Soil samples are extracted with methanol and spiked into water prior to analysing by purge and trap GC-MS. Water samples are analysed directly by purge and trap GC-MS. F1 = (C6-C10)-BTEX as per NEPM B1 Guideline on Investigation Levels for Soil and Groundwater. Note, the Total +ve Xylene PQL is reflective of the lowest individual PQL and is therefore "Total +ve Xylenes" is simply a sum of the positive individual Xylenes.
Org-016
Soil samples are extracted with methanol and spiked into water prior to analysing by purge and trap GC-MS. Org-014
Soil samples are extracted with Dichloromethane/Acetone and waters with Dichloromethane and analysed by GC-MS. Benzo(a)pyrene TEQ as per NEPM B1 Guideline on Investigation Levels for Soil and Groundwater - 2013. For soil results:- 1. ‘EQ PQL’values are assuming all contributing PAHs reported as <PQL are actually at the PQL. This is the most conservative approach and can give false positive TEQs given that PAHs that contribute to the TEQ calculation may not be present. 2. ‘EQ zero’values are assuming all contributing PAHs reported as <PQL are zero. This is the least conservative approach and is more susceptible to false negative TEQs when PAHs that contribute to the TEQ calculation are present but below PQL. 3. ‘EQ half PQL’values are assuming all contributing PAHs reported as <PQL are half the stipulated PQL. Hence a mid-point between the most and least conservative approaches above. Note, the Total +ve PAHs PQL is reflective of the lowest individual PQL and is therefore" Total +ve PAHs" is simply a sum of the positive individual PAHs.
Org-012
Soil samples are extracted with Dichloromethane/Acetone and waters with Dichloromethane and analysed by GC-FID. F2 = (>C10-C16)-Naphthalene as per NEPM B1 Guideline on Investigation Levels for Soil and Groundwater (HSLs Tables 1A (3, 4)). Note Naphthalene is determined from the VOC analysis. Note, the Total +ve TRH PQL is reflective of the lowest individual PQL and is therefore "Total +ve TRH" is simply a sum of the positive individual TRH fractions (>C10-C40).
Org-003
Determination of Mercury by Cold Vapour AAS. Metals-021 CV-AAS
Determination of various metals by ICP-AES. Metals-020 ICP-AES
Moisture content determined by heating at 105 deg C for a minimum of 12 hours.
Inorg-008
Methodology SummaryMethod ID
Envirolab Reference: 17155
R00Revision No:
Page | 7 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
[NT]90[NT][NT][NT][NT]82Org-016%Surrogate aaa-Trifluorotoluene
[NT][NT][NT][NT][NT][NT]<1Org-0141mg/kgNaphthalene
[NT]92[NT][NT][NT][NT]<1Org-0161mg/kgo-Xylene
[NT]93[NT][NT][NT][NT]<2Org-0162mg/kgm+p-xylene
[NT]92[NT][NT][NT][NT]<1Org-0161mg/kgEthylbenzene
[NT]94[NT][NT][NT][NT]<0.5Org-0160.5mg/kgToluene
[NT]92[NT][NT][NT][NT]<0.2Org-0160.2mg/kgBenzene
[NT]93[NT][NT][NT][NT]<25Org-01625mg/kgvTRH C6 - C10
[NT]93[NT][NT][NT][NT]<25Org-01625mg/kgvTRH C6 - C9
[NT]21/06/2019[NT][NT][NT][NT]21/06/2019-Date analysed
[NT]20/06/2019[NT][NT][NT][NT]20/06/2019-Date extracted
[NT]LCS-1RPDDup.Base#BlankMethodPQLUnitsTest Description
Spike Recovery %DuplicateQUALITY CONTROL: vTRH(C6-C10)/BTEXN in Soil
Envirolab Reference: 17155
R00Revision No:
Page | 8 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
[NT]75[NT][NT][NT][NT]78Org-003%Surrogate o-Terphenyl
[NT]93[NT][NT][NT][NT]<100Org-003100mg/kgTRH >C34 -C40
[NT]96[NT][NT][NT][NT]<100Org-003100mg/kgTRH >C16 -C34
[NT]87[NT][NT][NT][NT]<50Org-00350mg/kgTRH >C10 -C16
[NT]93[NT][NT][NT][NT]<100Org-003100mg/kgTRH C29 - C36
[NT]96[NT][NT][NT][NT]<100Org-003100mg/kgTRH C15 - C28
[NT]87[NT][NT][NT][NT]<50Org-00350mg/kgTRH C10 - C14
[NT]21/06/2019[NT][NT][NT][NT]21/06/2019-Date analysed
[NT]20/06/2019[NT][NT][NT][NT]20/06/2019-Date extracted
[NT]LCS-1RPDDup.Base#BlankMethodPQLUnitsTest Description
Spike Recovery %DuplicateQUALITY CONTROL: TRH Soil C10-C40 NEPM
Envirolab Reference: 17155
R00Revision No:
Page | 9 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
[NT]82[NT][NT][NT][NT]94Org-012%Surrogate p-Terphenyl-d14
[NT][NT][NT][NT][NT][NT]<0.1Org-0120.1mg/kgBenzo(g,h,i)perylene
[NT][NT][NT][NT][NT][NT]<0.1Org-0120.1mg/kgDibenzo(a,h)anthracene
[NT][NT][NT][NT][NT][NT]<0.1Org-0120.1mg/kgIndeno(1,2,3-c,d)pyrene
[NT]86[NT][NT][NT][NT]<0.05Org-0120.05mg/kgBenzo(a)pyrene
[NT][NT][NT][NT][NT][NT]<0.2Org-0120.2mg/kgBenzo(b,j&k)fluoranthene
[NT]76[NT][NT][NT][NT]<0.1Org-0120.1mg/kgChrysene
[NT][NT][NT][NT][NT][NT]<0.1Org-0120.1mg/kgBenzo(a)anthracene
[NT]100[NT][NT][NT][NT]<0.1Org-0120.1mg/kgPyrene
[NT]96[NT][NT][NT][NT]<0.1Org-0120.1mg/kgFluoranthene
[NT][NT][NT][NT][NT][NT]<0.1Org-0120.1mg/kgAnthracene
[NT]92[NT][NT][NT][NT]<0.1Org-0120.1mg/kgPhenanthrene
[NT]84[NT][NT][NT][NT]<0.1Org-0120.1mg/kgFluorene
[NT][NT][NT][NT][NT][NT]<0.1Org-0120.1mg/kgAcenaphthene
[NT]96[NT][NT][NT][NT]<0.1Org-0120.1mg/kgAcenaphthylene
[NT]92[NT][NT][NT][NT]<0.1Org-0120.1mg/kgNaphthalene
[NT]22/06/2019[NT][NT][NT][NT]22/06/2019-Date analysed
[NT]20/06/2019[NT][NT][NT][NT]20/06/2019-Date extracted
[NT]LCS-1RPDDup.Base#BlankMethodPQLUnitsTest Description
Spike Recovery %DuplicateQUALITY CONTROL: PAHs in Soil
Envirolab Reference: 17155
R00Revision No:
Page | 10 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
[NT]103[NT][NT][NT][NT]<1Metals-020 ICP-AES
1mg/kgZinc
[NT]103[NT][NT][NT][NT]<1Metals-020 ICP-AES
1mg/kgNickel
[NT]118[NT][NT][NT][NT]<0.1Metals-021 CV-AAS0.1mg/kgMercury
[NT]100[NT][NT][NT][NT]<1Metals-020 ICP-AES
1mg/kgLead
[NT]99[NT][NT][NT][NT]<1Metals-020 ICP-AES
1mg/kgCopper
[NT]104[NT][NT][NT][NT]<1Metals-020 ICP-AES
1mg/kgChromium
[NT]107[NT][NT][NT][NT]<0.4Metals-020 ICP-AES
0.4mg/kgCadmium
[NT]100[NT][NT][NT][NT]<4Metals-020 ICP-AES
4mg/kgArsenic
[NT]21/06/2019[NT][NT][NT][NT]21/06/2019-Date analysed
[NT]21/06/2019[NT][NT][NT][NT]21/06/2019-Date digested
[NT]LCS-1RPDDup.Base#BlankMethodPQLUnitsTest Description
Spike Recovery %DuplicateQUALITY CONTROL: Acid Extractable metals in soil
Envirolab Reference: 17155
R00Revision No:
Page | 11 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
Not ReportedNR
National Environmental Protection MeasureNEPM
Not specifiedNS
Laboratory Control SampleLCS
Relative Percent DifferenceRPD
Greater than>
Less than<
Practical Quantitation LimitPQL
Insufficient sample for this testINS
Test not requiredNA
Not testedNT
Result Definitions
Australian Drinking Water Guidelines recommend that Thermotolerant Coliform, Faecal Enterococci, & E.Coli levels are less than1cfu/100mL. The recommended maximums are taken from "Australian Drinking Water Guidelines", published by NHMRC & ARMC2011.
Surrogates are known additions to each sample, blank, matrix spike and LCS in a batch, of compounds whichare similar to the analyte of interest, however are not expected to be found in real samples.
Surrogate Spike
This comprises either a standard reference material or a control matrix (such as a blank sand or water) fortifiedwith analytes representative of the analyte class. It is simply a check sample.
LCS (LaboratoryControl Sample)
A portion of the sample is spiked with a known concentration of target analyte. The purpose of the matrix spikeis to monitor the performance of the analytical method used and to determine whether matrix interferencesexist.
Matrix Spike
This is the complete duplicate analysis of a sample from the process batch. If possible, the sample selectedshould be one where the analyte concentration is easily measurable.
Duplicate
This is the component of the analytical signal which is not derived from the sample but from reagents,glassware etc, can be determined by processing solvents and reagents in exactly the same manner as forsamples.
Blank
Quality Control Definitions
Envirolab Reference: 17155
R00Revision No:
Page | 12 of 13
Client Reference: 191091 - Cowan Street Angle Park PSI
Analysis of aqueous samples typically involves the extraction/digestion and/or analysis of the liquid phase only (i.e. NOT any settledsediment phase but inclusive of suspended particles if present), unless stipulated on the Envirolab COC and/or by correspondence.Notable exceptions include certain Physical Tests (pH/EC/BOD/COD/Apparent Colour etc.), Solids testing, total recoverable metalsand PFAS where solids are included by default.
Measurement Uncertainty estimates are available for most tests upon request.
Where sampling dates are not provided, Envirolab are not in a position to comment on the validity of the analysis whererecommended technical holding times may have been breached.
When samples are received where certain analytes are outside of recommended technical holding times (THTs), the analysis hasproceeded. Where analytes are on the verge of breaching THTs, every effort will be made to analyse within the THT or as soon aspracticable.
In circumstances where no duplicate and/or sample spike has been reported at 1 in 10 and/or 1 in 20 samples respectively, thesample volume submitted was insufficient in order to satisfy laboratory QA/QC protocols.
Matrix Spikes, LCS and Surrogate recoveries: Generally 70-130% for inorganics/metals; 60-140% for organics (+/-50% surrogates)and 10-140% for labile SVOCs (including labile surrogates), ultra trace organics and speciated phenols is acceptable.
Duplicates: >10xPQL - RPD acceptance criteria will vary depending on the analytes and the analytical techniques but is typically inthe range 20%-50% – see ELN-P05 QA/QC tables for details; <10xPQL - RPD are higher as the results approach PQL and theestimated measurement uncertainty will statistically increase.
For VOCs in water samples, three vials are required for duplicate or spike analysis.
Spikes for Physical and Aggregate Tests are not applicable.
Filters, swabs, wipes, tubes and badges will not have duplicate data as the whole sample is generally extracted during sampleextraction.
Duplicate sample and matrix spike recoveries may not be reported on smaller jobs, however, were analysed at a frequency to meetor exceed NEPM requirements. All samples are tested in batches of 20. The duplicate sample RPD and matrix spike recoveries forthe batch were within the laboratory acceptance criteria.
Laboratory Acceptance Criteria
Envirolab Reference: 17155
R00Revision No:
Page | 13 of 13
0 0.00 True
Environmental
CERTIFICATE OF ANALYSISWork Order : Page : 1 of 25EM1909466
:: LaboratoryClient LBW CO PTY LTD Environmental Division Melbourne
: :ContactContact MARK PETERSON Kieren Burns
:: AddressAddress 184 MAGILL ROAD
NORWOOD SA, AUSTRALIA 5067
4 Westall Rd Springvale VIC Australia 3171
:Telephone ---- :Telephone +61881625130
:Project 191091 Date Samples Received : 18-Jun-2019 10:10
:Order number Date Analysis Commenced : 20-Jun-2019
:C-O-C number 191091_COC_20190617 Issue Date : 26-Jun-2019 10:51
Sampler : ----
Site : Cowan Street Angle Park PS1
Quote number : ADBQ-001-18 PRIMARY WORK ONLY
75:No. of samples received
27:No. of samples analysed
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 Comments
l Analytical Results
l 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 Accreditation CategoryPosition
Dianne Blane Laboratory Coordinator (2IC) Newcastle - Inorganics, Mayfield West, NSW
Dilani Fernando Senior Inorganic Chemist Melbourne Inorganics, Springvale, VIC
Nikki Stepniewski Senior Inorganic Instrument Chemist Melbourne Inorganics, Springvale, VIC
Steven McGrath Technical Manager Melbourne Inorganics, Springvale, VIC
Steven McGrath Technical Manager Melbourne Organics, Springvale, VIC
Xing Lin Senior Organic Chemist Melbourne Organics, Springvale, VIC
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
2 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
General Comments
The 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 processing
purposes.
Where a result is required to meet compliance limits the associated uncertainty must be considered. Refer to the ALS Contact for details.
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 reporting
ø = ALS is not NATA accredited for these tests.
~ = Indicates an estimated value.
Key :
pH analysis is done under non-stirring condition.l
ALS is not NATA accredited for the analysis of Exchangeable Cations on Alkaline Soils when performed under ALS Method ED006.l
Benzo(a)pyrene Toxicity Equivalent Quotient (TEQ) per the NEPM (2013) 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.
l
Benzo(a)pyrene Toxicity Equivalent Quotient (TEQ) per the NEPM (2013) 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.
l
ED007 and ED008: When Exchangeable Al is reported from these methods, it should be noted that Rayment & Lyons (2011) suggests Exchange Acidity by 1M KCl - Method 15G1 (ED005) is a more suitable method
for the determination of exchange acidity (H+ + Al3+).
l
3 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
SP02SP01TP02-03TP02-02TP01-01Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-010EM1909466-009EM1909466-005EM1909466-004EM1909466-001UnitLORCAS NumberCompound
Result Result Result Result Result
EA055: Moisture Content (Dried @ 105-110°C)
14.4 8.1 6.6 9.5 10.4%1.0----Moisture Content
EG005(ED093)T: Total Metals by ICP-AES
----Barium 40 ---- ---- ----mg/kg107440-39-3
----Beryllium <1 ---- ---- ----mg/kg17440-41-7
----Cobalt 5 ---- ---- ----mg/kg27440-48-4
----Iron 17300 ---- ---- ----mg/kg507439-89-6
36Lead 441 598 6 25mg/kg57439-92-1
----Manganese 556 ---- ---- ----mg/kg57439-96-5
----Silver <2 ---- ---- ----mg/kg27440-22-4
<5Arsenic 6 <5 <5 10mg/kg57440-38-2
<1Cadmium <1 <1 <1 <1mg/kg17440-43-9
3Chromium 16 10 10 6mg/kg27440-47-3
<5Copper 90 81 6 9mg/kg57440-50-8
<2Nickel 8 8 5 3mg/kg27440-02-0
10Zinc 857 1280 16 44mg/kg57440-66-6
EG035T: Total Recoverable Mercury by FIMS
<0.1Mercury <0.1 <0.1 <0.1 <0.1mg/kg0.17439-97-6
EG048: Hexavalent Chromium (Alkaline Digest)
----Hexavalent Chromium <0.5 ---- ---- ----mg/kg0.518540-29-9
EK026SF: Total CN by Segmented Flow Analyser
----Total Cyanide <1 ---- ---- ----mg/kg157-12-5
EP066: Polychlorinated Biphenyls (PCB)
---- <0.1 ---- ---- ----mg/kg0.1----Total Polychlorinated biphenyls
EP068A: Organochlorine Pesticides (OC)
----alpha-BHC <0.05 ---- ---- ----mg/kg0.05319-84-6
----Hexachlorobenzene (HCB) <0.05 ---- ---- ----mg/kg0.05118-74-1
----beta-BHC <0.05 ---- ---- ----mg/kg0.05319-85-7
----gamma-BHC <0.05 ---- ---- ----mg/kg0.0558-89-9
----delta-BHC <0.05 ---- ---- ----mg/kg0.05319-86-8
----Heptachlor <0.05 ---- ---- ----mg/kg0.0576-44-8
----Aldrin <0.05 ---- ---- ----mg/kg0.05309-00-2
----Heptachlor epoxide <0.05 ---- ---- ----mg/kg0.051024-57-3
----^ <0.05 ---- ---- ----mg/kg0.05----Total Chlordane (sum)
----trans-Chlordane <0.05 ---- ---- ----mg/kg0.055103-74-2
4 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
SP02SP01TP02-03TP02-02TP01-01Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-010EM1909466-009EM1909466-005EM1909466-004EM1909466-001UnitLORCAS NumberCompound
Result Result Result Result Result
EP068A: Organochlorine Pesticides (OC) - Continued
----alpha-Endosulfan <0.05 ---- ---- ----mg/kg0.05959-98-8
----cis-Chlordane <0.05 ---- ---- ----mg/kg0.055103-71-9
----Dieldrin <0.05 ---- ---- ----mg/kg0.0560-57-1
----4.4`-DDE <0.05 ---- ---- ----mg/kg0.0572-55-9
----Endrin <0.05 ---- ---- ----mg/kg0.0572-20-8
----beta-Endosulfan <0.05 ---- ---- ----mg/kg0.0533213-65-9
----^ Endosulfan (sum) <0.05 ---- ---- ----mg/kg0.05115-29-7
----4.4`-DDD <0.05 ---- ---- ----mg/kg0.0572-54-8
----Endrin aldehyde <0.05 ---- ---- ----mg/kg0.057421-93-4
----Endosulfan sulfate <0.05 ---- ---- ----mg/kg0.051031-07-8
----4.4`-DDT <0.2 ---- ---- ----mg/kg0.250-29-3
----Endrin ketone <0.05 ---- ---- ----mg/kg0.0553494-70-5
----Methoxychlor <0.2 ---- ---- ----mg/kg0.272-43-5
----^ Sum of Aldrin + Dieldrin <0.05 ---- ---- ----mg/kg0.05309-00-2/60-57-1
----^ Sum of DDD + DDE + DDT <0.05 ---- ---- ----mg/kg0.0572-54-8/72-55-9/5
0-2
EP075(SIM)A: Phenolic Compounds
----Phenol <0.5 ---- ---- ----mg/kg0.5108-95-2
----2-Chlorophenol <0.5 ---- ---- ----mg/kg0.595-57-8
----2-Methylphenol <0.5 ---- ---- ----mg/kg0.595-48-7
----3- & 4-Methylphenol <1 ---- ---- ----mg/kg11319-77-3
----2-Nitrophenol <0.5 ---- ---- ----mg/kg0.588-75-5
----2.4-Dimethylphenol <0.5 ---- ---- ----mg/kg0.5105-67-9
----2.4-Dichlorophenol <0.5 ---- ---- ----mg/kg0.5120-83-2
----2.6-Dichlorophenol <0.5 ---- ---- ----mg/kg0.587-65-0
----4-Chloro-3-methylphenol <0.5 ---- ---- ----mg/kg0.559-50-7
----2.4.6-Trichlorophenol <0.5 ---- ---- ----mg/kg0.588-06-2
----2.4.5-Trichlorophenol <0.5 ---- ---- ----mg/kg0.595-95-4
----Pentachlorophenol <2 ---- ---- ----mg/kg287-86-5
----^ <0.5 ---- ---- ----mg/kg0.5----Sum of Phenols
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons
<0.5Naphthalene <0.5 <0.5 <0.5 <0.5mg/kg0.591-20-3
<0.5Acenaphthylene <0.5 <0.5 <0.5 <0.5mg/kg0.5208-96-8
<0.5Acenaphthene <0.5 <0.5 <0.5 <0.5mg/kg0.583-32-9
<0.5Fluorene <0.5 <0.5 <0.5 <0.5mg/kg0.586-73-7
5 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
SP02SP01TP02-03TP02-02TP01-01Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-010EM1909466-009EM1909466-005EM1909466-004EM1909466-001UnitLORCAS NumberCompound
Result Result Result Result Result
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons - Continued
<0.5Phenanthrene <0.5 1.0 <0.5 <0.5mg/kg0.585-01-8
<0.5Anthracene <0.5 <0.5 <0.5 <0.5mg/kg0.5120-12-7
<0.5Fluoranthene <0.5 3.6 <0.5 0.6mg/kg0.5206-44-0
<0.5Pyrene <0.5 4.0 <0.5 0.6mg/kg0.5129-00-0
<0.5Benz(a)anthracene <0.5 2.2 <0.5 <0.5mg/kg0.556-55-3
<0.5Chrysene <0.5 2.2 <0.5 <0.5mg/kg0.5218-01-9
<0.5Benzo(b+j)fluoranthene <0.5 2.6 <0.5 0.6mg/kg0.5205-99-2 205-82-3
<0.5Benzo(k)fluoranthene <0.5 0.9 <0.5 <0.5mg/kg0.5207-08-9
<0.5Benzo(a)pyrene <0.5 2.1 <0.5 <0.5mg/kg0.550-32-8
<0.5Indeno(1.2.3.cd)pyrene <0.5 1.0 <0.5 <0.5mg/kg0.5193-39-5
<0.5Dibenz(a.h)anthracene <0.5 <0.5 <0.5 <0.5mg/kg0.553-70-3
<0.5Benzo(g.h.i)perylene <0.5 1.1 <0.5 <0.5mg/kg0.5191-24-2
<0.5^ <0.5 20.7 <0.5 1.8mg/kg0.5----Sum of polycyclic aromatic hydrocarbons
<0.5^ <0.5 2.8 <0.5 <0.5mg/kg0.5----Benzo(a)pyrene TEQ (zero)
0.6^ 0.6 3.0 0.6 0.6mg/kg0.5----Benzo(a)pyrene TEQ (half LOR)
1.2^ 1.2 3.3 1.2 1.2mg/kg0.5----Benzo(a)pyrene TEQ (LOR)
EP080/071: Total Petroleum Hydrocarbons
---- <10 ---- ---- <10mg/kg10----C6 - C9 Fraction
---- <50 ---- ---- <50mg/kg50----C10 - C14 Fraction
---- <100 ---- ---- <100mg/kg100----C15 - C28 Fraction
---- <100 ---- ---- <100mg/kg100----C29 - C36 Fraction
----^ <50 ---- ---- <50mg/kg50----C10 - C36 Fraction (sum)
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions
----C6 - C10 Fraction <10 ---- ---- <10mg/kg10C6_C10
----^ C6 - C10 Fraction minus BTEX
(F1)
<10 ---- ---- <10mg/kg10C6_C10-BTEX
---- <50 ---- ---- <50mg/kg50---->C10 - C16 Fraction
---- <100 ---- ---- <100mg/kg100---->C16 - C34 Fraction
---- <100 ---- ---- <100mg/kg100---->C34 - C40 Fraction
----^ <50 ---- ---- <50mg/kg50---->C10 - C40 Fraction (sum)
----^ <50 ---- ---- <50mg/kg50---->C10 - C16 Fraction minus Naphthalene
(F2)
EP080: BTEXN
----Benzene <0.2 ---- ---- <0.2mg/kg0.271-43-2
6 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
SP02SP01TP02-03TP02-02TP01-01Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-010EM1909466-009EM1909466-005EM1909466-004EM1909466-001UnitLORCAS NumberCompound
Result Result Result Result Result
EP080: BTEXN - Continued
----Toluene <0.5 ---- ---- <0.5mg/kg0.5108-88-3
----Ethylbenzene <0.5 ---- ---- <0.5mg/kg0.5100-41-4
----meta- & para-Xylene <0.5 ---- ---- <0.5mg/kg0.5108-38-3 106-42-3
----ortho-Xylene <0.5 ---- ---- <0.5mg/kg0.595-47-6
----^ <0.2 ---- ---- <0.2mg/kg0.2----Sum of BTEX
----^ <0.5 ---- ---- <0.5mg/kg0.5----Total Xylenes
----Naphthalene <1 ---- ---- <1mg/kg191-20-3
EP066S: PCB Surrogate
----Decachlorobiphenyl 94.3 ---- ---- ----%0.12051-24-3
EP068S: Organochlorine Pesticide Surrogate
----Dibromo-DDE 103 ---- ---- ----%0.0521655-73-2
EP068T: Organophosphorus Pesticide Surrogate
----DEF 110 ---- ---- ----%0.0578-48-8
EP075(SIM)S: Phenolic Compound Surrogates
109Phenol-d6 102 92.8 102 100%0.513127-88-3
1082-Chlorophenol-D4 101 88.9 103 101%0.593951-73-6
94.12.4.6-Tribromophenol 83.3 61.0 86.8 85.5%0.5118-79-6
EP075(SIM)T: PAH Surrogates
1082-Fluorobiphenyl 105 102 109 105%0.5321-60-8
111Anthracene-d10 105 95.9 110 106%0.51719-06-8
1134-Terphenyl-d14 107 98.1 113 107%0.51718-51-0
EP080S: TPH(V)/BTEX Surrogates
----1.2-Dichloroethane-D4 76.2 ---- ---- 71.7%0.217060-07-0
----Toluene-D8 86.2 ---- ---- 75.1%0.22037-26-5
----4-Bromofluorobenzene 92.0 ---- ---- 91.4%0.2460-00-4
7 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP04-03TP04-02TP03-02SP04SP03Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-024EM1909466-023EM1909466-016EM1909466-012EM1909466-011UnitLORCAS NumberCompound
Result Result Result Result Result
EA055: Moisture Content (Dried @ 105-110°C)
11.8 11.9 7.8 8.7 5.1%1.0----Moisture Content
EG005(ED093)T: Total Metals by ICP-AES
90Barium ---- ---- ---- ----mg/kg107440-39-3
<1Beryllium ---- ---- ---- ----mg/kg17440-41-7
4Cobalt ---- ---- ---- ----mg/kg27440-48-4
11300Iron ---- ---- ---- ----mg/kg507439-89-6
106Lead 69 16 17 20mg/kg57439-92-1
130Manganese ---- ---- ---- ----mg/kg57439-96-5
4Silver ---- ---- ---- ----mg/kg27440-22-4
6Arsenic 5 <5 <5 <5mg/kg57440-38-2
2Cadmium 1 <1 <1 <1mg/kg17440-43-9
31Chromium 22 17 24 9mg/kg27440-47-3
51Copper 34 12 19 6mg/kg57440-50-8
13Nickel 10 9 12 4mg/kg27440-02-0
244Zinc 171 31 58 21mg/kg57440-66-6
EG035T: Total Recoverable Mercury by FIMS
1.7Mercury 2.1 0.1 <0.1 <0.1mg/kg0.17439-97-6
EG048: Hexavalent Chromium (Alkaline Digest)
<0.5Hexavalent Chromium ---- ---- ---- ----mg/kg0.518540-29-9
EK026SF: Total CN by Segmented Flow Analyser
3Total Cyanide ---- ---- ---- ----mg/kg157-12-5
EP066: Polychlorinated Biphenyls (PCB)
<0.1 ---- ---- ---- ----mg/kg0.1----Total Polychlorinated biphenyls
EP068A: Organochlorine Pesticides (OC)
<0.05alpha-BHC ---- ---- ---- ----mg/kg0.05319-84-6
<0.05Hexachlorobenzene (HCB) ---- ---- ---- ----mg/kg0.05118-74-1
<0.05beta-BHC ---- ---- ---- ----mg/kg0.05319-85-7
<0.05gamma-BHC ---- ---- ---- ----mg/kg0.0558-89-9
<0.05delta-BHC ---- ---- ---- ----mg/kg0.05319-86-8
<0.05Heptachlor ---- ---- ---- ----mg/kg0.0576-44-8
<0.05Aldrin ---- ---- ---- ----mg/kg0.05309-00-2
<0.05Heptachlor epoxide ---- ---- ---- ----mg/kg0.051024-57-3
<0.05^ ---- ---- ---- ----mg/kg0.05----Total Chlordane (sum)
<0.05trans-Chlordane ---- ---- ---- ----mg/kg0.055103-74-2
8 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP04-03TP04-02TP03-02SP04SP03Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-024EM1909466-023EM1909466-016EM1909466-012EM1909466-011UnitLORCAS NumberCompound
Result Result Result Result Result
EP068A: Organochlorine Pesticides (OC) - Continued
<0.05alpha-Endosulfan ---- ---- ---- ----mg/kg0.05959-98-8
<0.05cis-Chlordane ---- ---- ---- ----mg/kg0.055103-71-9
<0.05Dieldrin ---- ---- ---- ----mg/kg0.0560-57-1
<0.054.4`-DDE ---- ---- ---- ----mg/kg0.0572-55-9
<0.05Endrin ---- ---- ---- ----mg/kg0.0572-20-8
<0.05beta-Endosulfan ---- ---- ---- ----mg/kg0.0533213-65-9
<0.05^ Endosulfan (sum) ---- ---- ---- ----mg/kg0.05115-29-7
<0.054.4`-DDD ---- ---- ---- ----mg/kg0.0572-54-8
<0.05Endrin aldehyde ---- ---- ---- ----mg/kg0.057421-93-4
<0.05Endosulfan sulfate ---- ---- ---- ----mg/kg0.051031-07-8
<0.24.4`-DDT ---- ---- ---- ----mg/kg0.250-29-3
<0.05Endrin ketone ---- ---- ---- ----mg/kg0.0553494-70-5
<0.2Methoxychlor ---- ---- ---- ----mg/kg0.272-43-5
<0.05^ Sum of Aldrin + Dieldrin ---- ---- ---- ----mg/kg0.05309-00-2/60-57-1
<0.05^ Sum of DDD + DDE + DDT ---- ---- ---- ----mg/kg0.0572-54-8/72-55-9/5
0-2
EP075(SIM)A: Phenolic Compounds
<0.5Phenol ---- ---- ---- ----mg/kg0.5108-95-2
<0.52-Chlorophenol ---- ---- ---- ----mg/kg0.595-57-8
<0.52-Methylphenol ---- ---- ---- ----mg/kg0.595-48-7
<13- & 4-Methylphenol ---- ---- ---- ----mg/kg11319-77-3
<0.52-Nitrophenol ---- ---- ---- ----mg/kg0.588-75-5
<0.52.4-Dimethylphenol ---- ---- ---- ----mg/kg0.5105-67-9
<0.52.4-Dichlorophenol ---- ---- ---- ----mg/kg0.5120-83-2
<0.52.6-Dichlorophenol ---- ---- ---- ----mg/kg0.587-65-0
<0.54-Chloro-3-methylphenol ---- ---- ---- ----mg/kg0.559-50-7
<0.52.4.6-Trichlorophenol ---- ---- ---- ----mg/kg0.588-06-2
<0.52.4.5-Trichlorophenol ---- ---- ---- ----mg/kg0.595-95-4
<2Pentachlorophenol ---- ---- ---- ----mg/kg287-86-5
<0.5^ ---- ---- ---- ----mg/kg0.5----Sum of Phenols
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons
<0.5Naphthalene <0.5 <0.5 <0.5 <0.5mg/kg0.591-20-3
<0.5Acenaphthylene <0.5 <0.5 <0.5 <0.5mg/kg0.5208-96-8
<0.5Acenaphthene <0.5 <0.5 <0.5 <0.5mg/kg0.583-32-9
<0.5Fluorene <0.5 <0.5 <0.5 <0.5mg/kg0.586-73-7
9 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP04-03TP04-02TP03-02SP04SP03Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-024EM1909466-023EM1909466-016EM1909466-012EM1909466-011UnitLORCAS NumberCompound
Result Result Result Result Result
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons - Continued
<0.5Phenanthrene <0.5 <0.5 <0.5 <0.5mg/kg0.585-01-8
<0.5Anthracene <0.5 <0.5 <0.5 <0.5mg/kg0.5120-12-7
0.8Fluoranthene 0.9 <0.5 <0.5 <0.5mg/kg0.5206-44-0
0.8Pyrene 0.9 <0.5 <0.5 <0.5mg/kg0.5129-00-0
<0.5Benz(a)anthracene <0.5 <0.5 <0.5 <0.5mg/kg0.556-55-3
<0.5Chrysene <0.5 <0.5 <0.5 <0.5mg/kg0.5218-01-9
0.7Benzo(b+j)fluoranthene 0.7 <0.5 <0.5 <0.5mg/kg0.5205-99-2 205-82-3
<0.5Benzo(k)fluoranthene <0.5 <0.5 <0.5 <0.5mg/kg0.5207-08-9
0.5Benzo(a)pyrene 0.6 <0.5 <0.5 <0.5mg/kg0.550-32-8
<0.5Indeno(1.2.3.cd)pyrene <0.5 <0.5 <0.5 <0.5mg/kg0.5193-39-5
<0.5Dibenz(a.h)anthracene <0.5 <0.5 <0.5 <0.5mg/kg0.553-70-3
<0.5Benzo(g.h.i)perylene <0.5 <0.5 <0.5 <0.5mg/kg0.5191-24-2
2.8^ 3.1 <0.5 <0.5 <0.5mg/kg0.5----Sum of polycyclic aromatic hydrocarbons
0.6^ 0.7 <0.5 <0.5 <0.5mg/kg0.5----Benzo(a)pyrene TEQ (zero)
0.9^ 1.0 0.6 0.6 0.6mg/kg0.5----Benzo(a)pyrene TEQ (half LOR)
1.2^ 1.3 1.2 1.2 1.2mg/kg0.5----Benzo(a)pyrene TEQ (LOR)
EP080/071: Total Petroleum Hydrocarbons
<10 ---- ---- ---- ----mg/kg10----C6 - C9 Fraction
<50 ---- ---- ---- ----mg/kg50----C10 - C14 Fraction
<100 ---- ---- ---- ----mg/kg100----C15 - C28 Fraction
<100 ---- ---- ---- ----mg/kg100----C29 - C36 Fraction
<50^ ---- ---- ---- ----mg/kg50----C10 - C36 Fraction (sum)
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions
<10C6 - C10 Fraction ---- ---- ---- ----mg/kg10C6_C10
<10^ C6 - C10 Fraction minus BTEX
(F1)
---- ---- ---- ----mg/kg10C6_C10-BTEX
<50 ---- ---- ---- ----mg/kg50---->C10 - C16 Fraction
<100 ---- ---- ---- ----mg/kg100---->C16 - C34 Fraction
<100 ---- ---- ---- ----mg/kg100---->C34 - C40 Fraction
<50^ ---- ---- ---- ----mg/kg50---->C10 - C40 Fraction (sum)
<50^ ---- ---- ---- ----mg/kg50---->C10 - C16 Fraction minus Naphthalene
(F2)
EP080: BTEXN
<0.2Benzene ---- ---- ---- ----mg/kg0.271-43-2
10 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP04-03TP04-02TP03-02SP04SP03Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-024EM1909466-023EM1909466-016EM1909466-012EM1909466-011UnitLORCAS NumberCompound
Result Result Result Result Result
EP080: BTEXN - Continued
<0.5Toluene ---- ---- ---- ----mg/kg0.5108-88-3
<0.5Ethylbenzene ---- ---- ---- ----mg/kg0.5100-41-4
<0.5meta- & para-Xylene ---- ---- ---- ----mg/kg0.5108-38-3 106-42-3
<0.5ortho-Xylene ---- ---- ---- ----mg/kg0.595-47-6
<0.2^ ---- ---- ---- ----mg/kg0.2----Sum of BTEX
<0.5^ ---- ---- ---- ----mg/kg0.5----Total Xylenes
<1Naphthalene ---- ---- ---- ----mg/kg191-20-3
EP066S: PCB Surrogate
107Decachlorobiphenyl ---- ---- ---- ----%0.12051-24-3
EP068S: Organochlorine Pesticide Surrogate
102Dibromo-DDE ---- ---- ---- ----%0.0521655-73-2
EP068T: Organophosphorus Pesticide Surrogate
108DEF ---- ---- ---- ----%0.0578-48-8
EP075(SIM)S: Phenolic Compound Surrogates
100Phenol-d6 87.8 98.5 94.9 96.8%0.513127-88-3
1022-Chlorophenol-D4 90.0 100 95.3 97.0%0.593951-73-6
87.52.4.6-Tribromophenol 76.6 84.9 79.4 78.4%0.5118-79-6
EP075(SIM)T: PAH Surrogates
1072-Fluorobiphenyl 94.6 104 100 100%0.5321-60-8
109Anthracene-d10 95.1 107 103 103%0.51719-06-8
1124-Terphenyl-d14 96.5 110 105 104%0.51718-51-0
EP080S: TPH(V)/BTEX Surrogates
74.91.2-Dichloroethane-D4 ---- ---- ---- ----%0.217060-07-0
78.6Toluene-D8 ---- ---- ---- ----%0.22037-26-5
92.44-Bromofluorobenzene ---- ---- ---- ----%0.2460-00-4
11 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP06-02TP07-03TP07-02TP05-03TP05-02Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-043EM1909466-039EM1909466-038EM1909466-031EM1909466-030UnitLORCAS NumberCompound
Result Result Result Result Result
EA055: Moisture Content (Dried @ 105-110°C)
8.4 3.8 6.0 2.3 15.5%1.0----Moisture Content
EG005(ED093)T: Total Metals by ICP-AES
6Lead 23 17 8 14mg/kg57439-92-1
<5Arsenic <5 <5 <5 5mg/kg57440-38-2
<1Cadmium <1 <1 <1 <1mg/kg17440-43-9
4Chromium 11 14 11 22mg/kg27440-47-3
<5Copper 6 11 5 8mg/kg57440-50-8
2Nickel 4 7 4 10mg/kg27440-02-0
20Zinc 14 36 11 86mg/kg57440-66-6
EG035T: Total Recoverable Mercury by FIMS
<0.1Mercury <0.1 <0.1 <0.1 <0.1mg/kg0.17439-97-6
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons
<0.5Naphthalene <0.5 <0.5 <0.5 <0.5mg/kg0.591-20-3
<0.5Acenaphthylene <0.5 <0.5 <0.5 <0.5mg/kg0.5208-96-8
<0.5Acenaphthene <0.5 <0.5 <0.5 <0.5mg/kg0.583-32-9
<0.5Fluorene <0.5 <0.5 <0.5 <0.5mg/kg0.586-73-7
<0.5Phenanthrene <0.5 <0.5 <0.5 <0.5mg/kg0.585-01-8
<0.5Anthracene <0.5 <0.5 <0.5 <0.5mg/kg0.5120-12-7
<0.5Fluoranthene <0.5 <0.5 <0.5 <0.5mg/kg0.5206-44-0
<0.5Pyrene <0.5 <0.5 <0.5 <0.5mg/kg0.5129-00-0
<0.5Benz(a)anthracene <0.5 <0.5 <0.5 <0.5mg/kg0.556-55-3
<0.5Chrysene <0.5 <0.5 <0.5 <0.5mg/kg0.5218-01-9
<0.5Benzo(b+j)fluoranthene <0.5 <0.5 <0.5 <0.5mg/kg0.5205-99-2 205-82-3
<0.5Benzo(k)fluoranthene <0.5 <0.5 <0.5 <0.5mg/kg0.5207-08-9
<0.5Benzo(a)pyrene <0.5 <0.5 <0.5 <0.5mg/kg0.550-32-8
<0.5Indeno(1.2.3.cd)pyrene <0.5 <0.5 <0.5 <0.5mg/kg0.5193-39-5
<0.5Dibenz(a.h)anthracene <0.5 <0.5 <0.5 <0.5mg/kg0.553-70-3
<0.5Benzo(g.h.i)perylene <0.5 <0.5 <0.5 <0.5mg/kg0.5191-24-2
<0.5^ <0.5 <0.5 <0.5 <0.5mg/kg0.5----Sum of polycyclic aromatic hydrocarbons
<0.5^ <0.5 <0.5 <0.5 <0.5mg/kg0.5----Benzo(a)pyrene TEQ (zero)
0.6^ 0.6 0.6 0.6 0.6mg/kg0.5----Benzo(a)pyrene TEQ (half LOR)
1.2^ 1.2 1.2 1.2 1.2mg/kg0.5----Benzo(a)pyrene TEQ (LOR)
EP080/071: Total Petroleum Hydrocarbons
<10 ---- ---- ---- <10mg/kg10----C6 - C9 Fraction
12 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP06-02TP07-03TP07-02TP05-03TP05-02Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-043EM1909466-039EM1909466-038EM1909466-031EM1909466-030UnitLORCAS NumberCompound
Result Result Result Result Result
EP080/071: Total Petroleum Hydrocarbons - Continued
<50 ---- ---- ---- <50mg/kg50----C10 - C14 Fraction
<100 ---- ---- ---- <100mg/kg100----C15 - C28 Fraction
<100 ---- ---- ---- <100mg/kg100----C29 - C36 Fraction
<50^ ---- ---- ---- <50mg/kg50----C10 - C36 Fraction (sum)
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions
<10C6 - C10 Fraction ---- ---- ---- <10mg/kg10C6_C10
<10^ C6 - C10 Fraction minus BTEX
(F1)
---- ---- ---- <10mg/kg10C6_C10-BTEX
<50 ---- ---- ---- <50mg/kg50---->C10 - C16 Fraction
<100 ---- ---- ---- <100mg/kg100---->C16 - C34 Fraction
<100 ---- ---- ---- <100mg/kg100---->C34 - C40 Fraction
<50^ ---- ---- ---- <50mg/kg50---->C10 - C40 Fraction (sum)
<50^ ---- ---- ---- <50mg/kg50---->C10 - C16 Fraction minus Naphthalene
(F2)
EP080: BTEXN
<0.2Benzene ---- ---- ---- <0.2mg/kg0.271-43-2
<0.5Toluene ---- ---- ---- <0.5mg/kg0.5108-88-3
<0.5Ethylbenzene ---- ---- ---- <0.5mg/kg0.5100-41-4
<0.5meta- & para-Xylene ---- ---- ---- <0.5mg/kg0.5108-38-3 106-42-3
<0.5ortho-Xylene ---- ---- ---- <0.5mg/kg0.595-47-6
<0.2^ ---- ---- ---- <0.2mg/kg0.2----Sum of BTEX
<0.5^ ---- ---- ---- <0.5mg/kg0.5----Total Xylenes
<1Naphthalene ---- ---- ---- <1mg/kg191-20-3
EP075(SIM)S: Phenolic Compound Surrogates
100Phenol-d6 97.8 93.5 97.1 98.1%0.513127-88-3
1012-Chlorophenol-D4 96.7 94.9 96.9 98.6%0.593951-73-6
83.02.4.6-Tribromophenol 84.1 76.4 80.0 81.4%0.5118-79-6
EP075(SIM)T: PAH Surrogates
1042-Fluorobiphenyl 103 100 103 104%0.5321-60-8
107Anthracene-d10 107 102 104 108%0.51719-06-8
1094-Terphenyl-d14 110 104 107 110%0.51718-51-0
EP080S: TPH(V)/BTEX Surrogates
67.51.2-Dichloroethane-D4 ---- ---- ---- 67.0%0.217060-07-0
67.2Toluene-D8 ---- ---- ---- 72.0%0.22037-26-5
13 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP06-02TP07-03TP07-02TP05-03TP05-02Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-043EM1909466-039EM1909466-038EM1909466-031EM1909466-030UnitLORCAS NumberCompound
Result Result Result Result Result
EP080S: TPH(V)/BTEX Surrogates - Continued
82.64-Bromofluorobenzene ---- ---- ---- 84.0%0.2460-00-4
14 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP09-07TP09-03TP09-02TP08-03TP08-01Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-058EM1909466-055EM1909466-054EM1909466-049EM1909466-047UnitLORCAS NumberCompound
Result Result Result Result Result
EA055: Moisture Content (Dried @ 105-110°C)
10.4 6.8 6.8 4.3 7.2%1.0----Moisture Content
EG005(ED093)T: Total Metals by ICP-AES
40Lead 59 34 29 40mg/kg57439-92-1
<5Arsenic <5 <5 <5 <5mg/kg57440-38-2
<1Cadmium <1 <1 <1 <1mg/kg17440-43-9
10Chromium 9 13 15 16mg/kg27440-47-3
13Copper 16 16 8 19mg/kg57440-50-8
5Nickel 4 7 5 8mg/kg27440-02-0
89Zinc 107 60 15 77mg/kg57440-66-6
EG035T: Total Recoverable Mercury by FIMS
<0.1Mercury <0.1 <0.1 <0.1 <0.1mg/kg0.17439-97-6
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons
<0.5Naphthalene <0.5 <0.5 <0.5 ----mg/kg0.591-20-3
<0.5Acenaphthylene <0.5 <0.5 <0.5 ----mg/kg0.5208-96-8
<0.5Acenaphthene <0.5 <0.5 <0.5 ----mg/kg0.583-32-9
<0.5Fluorene <0.5 <0.5 <0.5 ----mg/kg0.586-73-7
<0.5Phenanthrene <0.5 <0.5 <0.5 ----mg/kg0.585-01-8
<0.5Anthracene <0.5 <0.5 <0.5 ----mg/kg0.5120-12-7
<0.5Fluoranthene <0.5 <0.5 <0.5 ----mg/kg0.5206-44-0
<0.5Pyrene <0.5 <0.5 <0.5 ----mg/kg0.5129-00-0
<0.5Benz(a)anthracene <0.5 <0.5 <0.5 ----mg/kg0.556-55-3
<0.5Chrysene <0.5 <0.5 <0.5 ----mg/kg0.5218-01-9
<0.5Benzo(b+j)fluoranthene <0.5 <0.5 <0.5 ----mg/kg0.5205-99-2 205-82-3
<0.5Benzo(k)fluoranthene <0.5 <0.5 <0.5 ----mg/kg0.5207-08-9
<0.5Benzo(a)pyrene <0.5 <0.5 <0.5 ----mg/kg0.550-32-8
<0.5Indeno(1.2.3.cd)pyrene <0.5 <0.5 <0.5 ----mg/kg0.5193-39-5
<0.5Dibenz(a.h)anthracene <0.5 <0.5 <0.5 ----mg/kg0.553-70-3
<0.5Benzo(g.h.i)perylene <0.5 <0.5 <0.5 ----mg/kg0.5191-24-2
<0.5^ <0.5 <0.5 <0.5 ----mg/kg0.5----Sum of polycyclic aromatic hydrocarbons
<0.5^ <0.5 <0.5 <0.5 ----mg/kg0.5----Benzo(a)pyrene TEQ (zero)
0.6^ 0.6 0.6 0.6 ----mg/kg0.5----Benzo(a)pyrene TEQ (half LOR)
1.2^ 1.2 1.2 1.2 ----mg/kg0.5----Benzo(a)pyrene TEQ (LOR)
EP080/071: Total Petroleum Hydrocarbons
---- ---- <10 ---- ----mg/kg10----C6 - C9 Fraction
15 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP09-07TP09-03TP09-02TP08-03TP08-01Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-058EM1909466-055EM1909466-054EM1909466-049EM1909466-047UnitLORCAS NumberCompound
Result Result Result Result Result
EP080/071: Total Petroleum Hydrocarbons - Continued
---- ---- <50 ---- ----mg/kg50----C10 - C14 Fraction
---- ---- <100 ---- ----mg/kg100----C15 - C28 Fraction
---- ---- <100 ---- ----mg/kg100----C29 - C36 Fraction
----^ ---- <50 ---- ----mg/kg50----C10 - C36 Fraction (sum)
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions
----C6 - C10 Fraction ---- <10 ---- ----mg/kg10C6_C10
----^ C6 - C10 Fraction minus BTEX
(F1)
---- <10 ---- ----mg/kg10C6_C10-BTEX
---- ---- <50 ---- ----mg/kg50---->C10 - C16 Fraction
---- ---- <100 ---- ----mg/kg100---->C16 - C34 Fraction
---- ---- <100 ---- ----mg/kg100---->C34 - C40 Fraction
----^ ---- <50 ---- ----mg/kg50---->C10 - C40 Fraction (sum)
----^ ---- <50 ---- ----mg/kg50---->C10 - C16 Fraction minus Naphthalene
(F2)
EP080: BTEXN
----Benzene ---- <0.2 ---- ----mg/kg0.271-43-2
----Toluene ---- <0.5 ---- ----mg/kg0.5108-88-3
----Ethylbenzene ---- <0.5 ---- ----mg/kg0.5100-41-4
----meta- & para-Xylene ---- <0.5 ---- ----mg/kg0.5108-38-3 106-42-3
----ortho-Xylene ---- <0.5 ---- ----mg/kg0.595-47-6
----^ ---- <0.2 ---- ----mg/kg0.2----Sum of BTEX
----^ ---- <0.5 ---- ----mg/kg0.5----Total Xylenes
----Naphthalene ---- <1 ---- ----mg/kg191-20-3
EP075(SIM)S: Phenolic Compound Surrogates
97.8Phenol-d6 100 95.3 99.4 ----%0.513127-88-3
97.82-Chlorophenol-D4 99.8 94.2 97.7 ----%0.593951-73-6
82.42.4.6-Tribromophenol 82.7 78.7 78.4 ----%0.5118-79-6
EP075(SIM)T: PAH Surrogates
1042-Fluorobiphenyl 106 99.2 104 ----%0.5321-60-8
105Anthracene-d10 107 101 106 ----%0.51719-06-8
1094-Terphenyl-d14 111 104 110 ----%0.51718-51-0
EP080S: TPH(V)/BTEX Surrogates
----1.2-Dichloroethane-D4 ---- 67.2 ---- ----%0.217060-07-0
----Toluene-D8 ---- 69.4 ---- ----%0.22037-26-5
16 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP09-07TP09-03TP09-02TP08-03TP08-01Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-058EM1909466-055EM1909466-054EM1909466-049EM1909466-047UnitLORCAS NumberCompound
Result Result Result Result Result
EP080S: TPH(V)/BTEX Surrogates - Continued
----4-Bromofluorobenzene ---- 83.0 ---- ----%0.2460-00-4
17 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP12-01TP11-02TP11-01TP10-03TP10-02Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-071EM1909466-065EM1909466-064EM1909466-061EM1909466-060UnitLORCAS NumberCompound
Result Result Result Result Result
EA001: pH in soil using 0.01M CaCl extract
---- ---- ---- 7.7 ----pH Unit0.1----pH (CaCl2)
EA055: Moisture Content (Dried @ 105-110°C)
19.9 4.4 11.1 11.2 11.1%1.0----Moisture Content
EA150: Soil Classification based on Particle Size
---- ---- ---- 39 ----%1----Clay (<2 µm)
EA152: Soil Particle Density
---- ---- ---- 2.48 ----g/cm30.01----Soil Particle Density (Clay/Silt/Sand)
ED006: Exchangeable Cations on Alkaline Soils
----ø ---- ---- 5.4 ----meq/100g0.2----Exchangeable Calcium
----ø ---- ---- 6.2 ----meq/100g0.2----Exchangeable Magnesium
----ø ---- ---- 1.9 ----meq/100g0.2----Exchangeable Potassium
----ø ---- ---- 1.8 ----meq/100g0.2----Exchangeable Sodium
----ø ---- ---- 15.2 ----meq/100g0.2----Cation Exchange Capacity
----ø ---- ---- 35.1 ----%0.2----Exchangeable Calcium Percent
----ø ---- ---- 40.8 ----%0.2----Exchangeable Magnesium Percent
----ø ---- ---- 12.4 ----%0.2----Exchangeable Potassium Percent
----ø ---- ---- 11.6 ----%0.2----Exchangeable Sodium Percent
----ø ---- ---- 0.9 -----0.2----Calcium/Magnesium Ratio
----ø ---- ---- 3.3 -----0.2----Magnesium/Potassium Ratio
EG005(ED093)T: Total Metals by ICP-AES
----Iron ---- ---- 2.70 ----%0.0057439-89-6
8Lead 30 61 ---- 42mg/kg57439-92-1
8Arsenic <5 <5 ---- <5mg/kg57440-38-2
<1Cadmium <1 <1 ---- <1mg/kg17440-43-9
14Chromium 12 17 ---- 16mg/kg27440-47-3
8Copper 8 13 ---- 12mg/kg57440-50-8
10Nickel 4 7 ---- 5mg/kg27440-02-0
25Zinc 20 72 ---- 49mg/kg57440-66-6
EG035T: Total Recoverable Mercury by FIMS
<0.1Mercury <0.1 <0.1 ---- <0.1mg/kg0.17439-97-6
EP004: Organic Matter
---- ---- ---- 1.1 ----%0.5----Organic Matter
---- ---- ---- 0.7 ----%0.5----Total Organic Carbon
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons
18 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP12-01TP11-02TP11-01TP10-03TP10-02Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-071EM1909466-065EM1909466-064EM1909466-061EM1909466-060UnitLORCAS NumberCompound
Result Result Result Result Result
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons - Continued
<0.5Naphthalene <0.5 <0.5 ---- <0.5mg/kg0.591-20-3
<0.5Acenaphthylene <0.5 <0.5 ---- <0.5mg/kg0.5208-96-8
<0.5Acenaphthene <0.5 <0.5 ---- <0.5mg/kg0.583-32-9
<0.5Fluorene <0.5 <0.5 ---- <0.5mg/kg0.586-73-7
<0.5Phenanthrene <0.5 <0.5 ---- <0.5mg/kg0.585-01-8
<0.5Anthracene <0.5 <0.5 ---- <0.5mg/kg0.5120-12-7
<0.5Fluoranthene <0.5 <0.5 ---- <0.5mg/kg0.5206-44-0
<0.5Pyrene <0.5 <0.5 ---- <0.5mg/kg0.5129-00-0
<0.5Benz(a)anthracene <0.5 <0.5 ---- <0.5mg/kg0.556-55-3
<0.5Chrysene <0.5 <0.5 ---- <0.5mg/kg0.5218-01-9
<0.5Benzo(b+j)fluoranthene <0.5 <0.5 ---- <0.5mg/kg0.5205-99-2 205-82-3
<0.5Benzo(k)fluoranthene <0.5 <0.5 ---- <0.5mg/kg0.5207-08-9
<0.5Benzo(a)pyrene <0.5 <0.5 ---- <0.5mg/kg0.550-32-8
<0.5Indeno(1.2.3.cd)pyrene <0.5 <0.5 ---- <0.5mg/kg0.5193-39-5
<0.5Dibenz(a.h)anthracene <0.5 <0.5 ---- <0.5mg/kg0.553-70-3
<0.5Benzo(g.h.i)perylene <0.5 <0.5 ---- <0.5mg/kg0.5191-24-2
<0.5^ <0.5 <0.5 ---- <0.5mg/kg0.5----Sum of polycyclic aromatic hydrocarbons
<0.5^ <0.5 <0.5 ---- <0.5mg/kg0.5----Benzo(a)pyrene TEQ (zero)
0.6^ 0.6 0.6 ---- 0.6mg/kg0.5----Benzo(a)pyrene TEQ (half LOR)
1.2^ 1.2 1.2 ---- 1.2mg/kg0.5----Benzo(a)pyrene TEQ (LOR)
EP080/071: Total Petroleum Hydrocarbons
---- ---- ---- ---- <10mg/kg10----C6 - C9 Fraction
---- ---- ---- ---- <50mg/kg50----C10 - C14 Fraction
---- ---- ---- ---- <100mg/kg100----C15 - C28 Fraction
---- ---- ---- ---- <100mg/kg100----C29 - C36 Fraction
----^ ---- ---- ---- <50mg/kg50----C10 - C36 Fraction (sum)
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions
----C6 - C10 Fraction ---- ---- ---- <10mg/kg10C6_C10
----^ C6 - C10 Fraction minus BTEX
(F1)
---- ---- ---- <10mg/kg10C6_C10-BTEX
---- ---- ---- ---- <50mg/kg50---->C10 - C16 Fraction
---- ---- ---- ---- <100mg/kg100---->C16 - C34 Fraction
---- ---- ---- ---- <100mg/kg100---->C34 - C40 Fraction
----^ ---- ---- ---- <50mg/kg50---->C10 - C40 Fraction (sum)
19 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
TP12-01TP11-02TP11-01TP10-03TP10-02Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
EM1909466-071EM1909466-065EM1909466-064EM1909466-061EM1909466-060UnitLORCAS NumberCompound
Result Result Result Result Result
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions - Continued
----^ ---- ---- ---- <50mg/kg50---->C10 - C16 Fraction minus Naphthalene
(F2)
EP080: BTEXN
----Benzene ---- ---- ---- <0.2mg/kg0.271-43-2
----Toluene ---- ---- ---- <0.5mg/kg0.5108-88-3
----Ethylbenzene ---- ---- ---- <0.5mg/kg0.5100-41-4
----meta- & para-Xylene ---- ---- ---- <0.5mg/kg0.5108-38-3 106-42-3
----ortho-Xylene ---- ---- ---- <0.5mg/kg0.595-47-6
----^ ---- ---- ---- <0.2mg/kg0.2----Sum of BTEX
----^ ---- ---- ---- <0.5mg/kg0.5----Total Xylenes
----Naphthalene ---- ---- ---- <1mg/kg191-20-3
EP075(SIM)S: Phenolic Compound Surrogates
94.2Phenol-d6 106 91.7 ---- 101%0.513127-88-3
93.82-Chlorophenol-D4 105 91.1 ---- 100%0.593951-73-6
79.42.4.6-Tribromophenol 90.0 78.1 ---- 83.8%0.5118-79-6
EP075(SIM)T: PAH Surrogates
95.02-Fluorobiphenyl 106 91.3 ---- 102%0.5321-60-8
98.0Anthracene-d10 110 94.8 ---- 104%0.51719-06-8
98.64-Terphenyl-d14 110 95.5 ---- 106%0.51718-51-0
EP080S: TPH(V)/BTEX Surrogates
----1.2-Dichloroethane-D4 ---- ---- ---- 77.1%0.217060-07-0
----Toluene-D8 ---- ---- ---- 84.0%0.22037-26-5
----4-Bromofluorobenzene ---- ---- ---- 94.0%0.2460-00-4
20 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
----------------TP12-02Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
----------------14-Jun-2019 00:00Client sampling date / time
--------------------------------EM1909466-072UnitLORCAS NumberCompound
Result ---- ---- ---- ----
EA055: Moisture Content (Dried @ 105-110°C)
13.4 ---- ---- ---- ----%1.0----Moisture Content
EG005(ED093)T: Total Metals by ICP-AES
12Lead ---- ---- ---- ----mg/kg57439-92-1
<5Arsenic ---- ---- ---- ----mg/kg57440-38-2
<1Cadmium ---- ---- ---- ----mg/kg17440-43-9
31Chromium ---- ---- ---- ----mg/kg27440-47-3
18Copper ---- ---- ---- ----mg/kg57440-50-8
15Nickel ---- ---- ---- ----mg/kg27440-02-0
28Zinc ---- ---- ---- ----mg/kg57440-66-6
EG035T: Total Recoverable Mercury by FIMS
<0.1Mercury ---- ---- ---- ----mg/kg0.17439-97-6
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons
<0.5Naphthalene ---- ---- ---- ----mg/kg0.591-20-3
<0.5Acenaphthylene ---- ---- ---- ----mg/kg0.5208-96-8
<0.5Acenaphthene ---- ---- ---- ----mg/kg0.583-32-9
<0.5Fluorene ---- ---- ---- ----mg/kg0.586-73-7
<0.5Phenanthrene ---- ---- ---- ----mg/kg0.585-01-8
<0.5Anthracene ---- ---- ---- ----mg/kg0.5120-12-7
<0.5Fluoranthene ---- ---- ---- ----mg/kg0.5206-44-0
<0.5Pyrene ---- ---- ---- ----mg/kg0.5129-00-0
<0.5Benz(a)anthracene ---- ---- ---- ----mg/kg0.556-55-3
<0.5Chrysene ---- ---- ---- ----mg/kg0.5218-01-9
<0.5Benzo(b+j)fluoranthene ---- ---- ---- ----mg/kg0.5205-99-2 205-82-3
<0.5Benzo(k)fluoranthene ---- ---- ---- ----mg/kg0.5207-08-9
<0.5Benzo(a)pyrene ---- ---- ---- ----mg/kg0.550-32-8
<0.5Indeno(1.2.3.cd)pyrene ---- ---- ---- ----mg/kg0.5193-39-5
<0.5Dibenz(a.h)anthracene ---- ---- ---- ----mg/kg0.553-70-3
<0.5Benzo(g.h.i)perylene ---- ---- ---- ----mg/kg0.5191-24-2
<0.5^ ---- ---- ---- ----mg/kg0.5----Sum of polycyclic aromatic hydrocarbons
<0.5^ ---- ---- ---- ----mg/kg0.5----Benzo(a)pyrene TEQ (zero)
0.6^ ---- ---- ---- ----mg/kg0.5----Benzo(a)pyrene TEQ (half LOR)
1.2^ ---- ---- ---- ----mg/kg0.5----Benzo(a)pyrene TEQ (LOR)
EP075(SIM)S: Phenolic Compound Surrogates
94.0Phenol-d6 ---- ---- ---- ----%0.513127-88-3
21 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
----------------TP12-02Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
----------------14-Jun-2019 00:00Client sampling date / time
--------------------------------EM1909466-072UnitLORCAS NumberCompound
Result ---- ---- ---- ----
EP075(SIM)S: Phenolic Compound Surrogates - Continued
93.52-Chlorophenol-D4 ---- ---- ---- ----%0.593951-73-6
76.22.4.6-Tribromophenol ---- ---- ---- ----%0.5118-79-6
EP075(SIM)T: PAH Surrogates
95.02-Fluorobiphenyl ---- ---- ---- ----%0.5321-60-8
98.5Anthracene-d10 ---- ---- ---- ----%0.51719-06-8
99.44-Terphenyl-d14 ---- ---- ---- ----%0.51718-51-0
22 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
----------------RINSE-01Client sample IDSub-Matrix: WATER
(Matrix: WATER)
----------------14-Jun-2019 00:00Client sampling date / time
--------------------------------EM1909466-013UnitLORCAS NumberCompound
Result ---- ---- ---- ----
EG020T: Total Metals by ICP-MS
<0.001Arsenic ---- ---- ---- ----mg/L0.0017440-38-2
<0.05Boron ---- ---- ---- ----mg/L0.057440-42-8
<0.001Barium ---- ---- ---- ----mg/L0.0017440-39-3
<0.001Beryllium ---- ---- ---- ----mg/L0.0017440-41-7
<0.0001Cadmium ---- ---- ---- ----mg/L0.00017440-43-9
<0.001Cobalt ---- ---- ---- ----mg/L0.0017440-48-4
<0.001Chromium ---- ---- ---- ----mg/L0.0017440-47-3
<0.001Copper ---- ---- ---- ----mg/L0.0017440-50-8
<0.001Manganese ---- ---- ---- ----mg/L0.0017439-96-5
<0.001Nickel ---- ---- ---- ----mg/L0.0017440-02-0
<0.001Lead ---- ---- ---- ----mg/L0.0017439-92-1
<0.01Selenium ---- ---- ---- ----mg/L0.017782-49-2
<0.01Vanadium ---- ---- ---- ----mg/L0.017440-62-2
<0.005Zinc ---- ---- ---- ----mg/L0.0057440-66-6
EG035T: Total Recoverable Mercury by FIMS
<0.0001Mercury ---- ---- ---- ----mg/L0.00017439-97-6
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons
<1.0Naphthalene ---- ---- ---- ----µg/L1.091-20-3
<1.0Acenaphthylene ---- ---- ---- ----µg/L1.0208-96-8
<1.0Acenaphthene ---- ---- ---- ----µg/L1.083-32-9
<1.0Fluorene ---- ---- ---- ----µg/L1.086-73-7
<1.0Phenanthrene ---- ---- ---- ----µg/L1.085-01-8
<1.0Anthracene ---- ---- ---- ----µg/L1.0120-12-7
<1.0Fluoranthene ---- ---- ---- ----µg/L1.0206-44-0
<1.0Pyrene ---- ---- ---- ----µg/L1.0129-00-0
<1.0Benz(a)anthracene ---- ---- ---- ----µg/L1.056-55-3
<1.0Chrysene ---- ---- ---- ----µg/L1.0218-01-9
<1.0Benzo(b+j)fluoranthene ---- ---- ---- ----µg/L1.0205-99-2 205-82-3
<1.0Benzo(k)fluoranthene ---- ---- ---- ----µg/L1.0207-08-9
<0.5Benzo(a)pyrene ---- ---- ---- ----µg/L0.550-32-8
<1.0Indeno(1.2.3.cd)pyrene ---- ---- ---- ----µg/L1.0193-39-5
<1.0Dibenz(a.h)anthracene ---- ---- ---- ----µg/L1.053-70-3
<1.0Benzo(g.h.i)perylene ---- ---- ---- ----µg/L1.0191-24-2
<0.5^ ---- ---- ---- ----µg/L0.5----Sum of polycyclic aromatic hydrocarbons
23 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
----------------RINSE-01Client sample IDSub-Matrix: WATER
(Matrix: WATER)
----------------14-Jun-2019 00:00Client sampling date / time
--------------------------------EM1909466-013UnitLORCAS NumberCompound
Result ---- ---- ---- ----
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons - Continued
<0.5^ ---- ---- ---- ----µg/L0.5----Benzo(a)pyrene TEQ (zero)
EP080/071: Total Petroleum Hydrocarbons
<20 ---- ---- ---- ----µg/L20----C6 - C9 Fraction
<50 ---- ---- ---- ----µg/L50----C10 - C14 Fraction
<100 ---- ---- ---- ----µg/L100----C15 - C28 Fraction
<50 ---- ---- ---- ----µg/L50----C29 - C36 Fraction
<50^ ---- ---- ---- ----µg/L50----C10 - C36 Fraction (sum)
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions
<20C6 - C10 Fraction ---- ---- ---- ----µg/L20C6_C10
<20^ C6 - C10 Fraction minus BTEX
(F1)
---- ---- ---- ----µg/L20C6_C10-BTEX
<100 ---- ---- ---- ----µg/L100---->C10 - C16 Fraction
<100 ---- ---- ---- ----µg/L100---->C16 - C34 Fraction
<100 ---- ---- ---- ----µg/L100---->C34 - C40 Fraction
<100^ ---- ---- ---- ----µg/L100---->C10 - C40 Fraction (sum)
<100^ ---- ---- ---- ----µg/L100---->C10 - C16 Fraction minus Naphthalene
(F2)
EP080: BTEXN
<1Benzene ---- ---- ---- ----µg/L171-43-2
<2Toluene ---- ---- ---- ----µg/L2108-88-3
<2Ethylbenzene ---- ---- ---- ----µg/L2100-41-4
<2meta- & para-Xylene ---- ---- ---- ----µg/L2108-38-3 106-42-3
<2ortho-Xylene ---- ---- ---- ----µg/L295-47-6
<2^ ---- ---- ---- ----µg/L2----Total Xylenes
<1^ ---- ---- ---- ----µg/L1----Sum of BTEX
<5Naphthalene ---- ---- ---- ----µg/L591-20-3
EP075(SIM)S: Phenolic Compound Surrogates
34.6Phenol-d6 ---- ---- ---- ----%1.013127-88-3
81.22-Chlorophenol-D4 ---- ---- ---- ----%1.093951-73-6
76.02.4.6-Tribromophenol ---- ---- ---- ----%1.0118-79-6
EP075(SIM)T: PAH Surrogates
94.02-Fluorobiphenyl ---- ---- ---- ----%1.0321-60-8
107Anthracene-d10 ---- ---- ---- ----%1.01719-06-8
1064-Terphenyl-d14 ---- ---- ---- ----%1.01718-51-0
24 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Analytical Results
----------------RINSE-01Client sample IDSub-Matrix: WATER
(Matrix: WATER)
----------------14-Jun-2019 00:00Client sampling date / time
--------------------------------EM1909466-013UnitLORCAS NumberCompound
Result ---- ---- ---- ----
EP080S: TPH(V)/BTEX Surrogates
97.81.2-Dichloroethane-D4 ---- ---- ---- ----%217060-07-0
97.3Toluene-D8 ---- ---- ---- ----%22037-26-5
1104-Bromofluorobenzene ---- ---- ---- ----%2460-00-4
25 of 25:Page
Work Order :
:Client
EM1909466
191091:Project
LBW CO PTY LTD
Surrogate Control Limits
Recovery Limits (%)Sub-Matrix: SOIL
Compound CAS Number Low High
EP066S: PCB Surrogate
Decachlorobiphenyl 2051-24-3 36 140
EP068S: Organochlorine Pesticide Surrogate
Dibromo-DDE 21655-73-2 38 128
EP068T: Organophosphorus Pesticide Surrogate
DEF 78-48-8 33 139
EP075(SIM)S: Phenolic Compound Surrogates
Phenol-d6 13127-88-3 54 125
2-Chlorophenol-D4 93951-73-6 65 123
2.4.6-Tribromophenol 118-79-6 34 122
EP075(SIM)T: PAH Surrogates
2-Fluorobiphenyl 321-60-8 61 125
Anthracene-d10 1719-06-8 62 130
4-Terphenyl-d14 1718-51-0 67 133
EP080S: TPH(V)/BTEX Surrogates
1.2-Dichloroethane-D4 17060-07-0 51 125
Toluene-D8 2037-26-5 55 125
4-Bromofluorobenzene 460-00-4 56 124
Recovery Limits (%)Sub-Matrix: WATER
Compound CAS Number Low High
EP075(SIM)S: Phenolic Compound Surrogates
Phenol-d6 13127-88-3 10 46
2-Chlorophenol-D4 93951-73-6 23 104
2.4.6-Tribromophenol 118-79-6 28 130
EP075(SIM)T: PAH Surrogates
2-Fluorobiphenyl 321-60-8 36 114
Anthracene-d10 1719-06-8 51 119
4-Terphenyl-d14 1718-51-0 49 127
EP080S: TPH(V)/BTEX Surrogates
1.2-Dichloroethane-D4 17060-07-0 73 129
Toluene-D8 2037-26-5 70 125
4-Bromofluorobenzene 460-00-4 71 129
True
Environmental
QA/QC Compliance Assessment to assist with Quality ReviewWork Order : EM1909466 Page : 1 of 10
:: LaboratoryClient Environmental Division MelbourneLBW CO PTY LTD
:Contact MARK PETERSON Telephone : +61881625130
:Project 191091 Date Samples Received : 18-Jun-2019
Site : Cowan Street Angle Park PS1 Issue Date : 26-Jun-2019
----:Sampler No. of samples received : 75
:Order number No. of samples analysed : 27
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 Outliers
Outliers : 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 Compliance
l NO Analysis Holding Time Outliers exist.
Outliers : Frequency of Quality Control Samples
l Quality Control Sample Frequency Outliers exist - please see following pages for full details.
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
2 of 10:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Outliers : Frequency of Quality Control Samples
Matrix: WATER
Quality Control SpecificationQuality Control Sample Type
Method ExpectedQC Regular Actual
Rate (%)Quality Control Sample Type Count
Laboratory Duplicates (DUP)
NEPM 2013 B3 & ALS QC StandardPAH/Phenols (GC/MS - SIM) 0.00 10.000 14
NEPM 2013 B3 & ALS QC StandardTRH - Semivolatile Fraction 0.00 10.000 19
Matrix Spikes (MS)
NEPM 2013 B3 & ALS QC StandardPAH/Phenols (GC/MS - SIM) 0.00 5.000 14
NEPM 2013 B3 & ALS QC StandardTRH - Semivolatile Fraction 0.00 5.000 19
Analysis Holding Time Compliance
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.
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: organics
14 days, mercury 28 days & other metals 180 days. A recorded breach does not guarantee a breach for all non-volatile parameters.
If 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.
Matrix: SOIL Evaluation: û = Holding time breach ; ü = Within holding time.
AnalysisExtraction / PreparationSample DateMethod
EvaluationDue for analysisDate analysedEvaluationDue for extractionDate extractedContainer / Client Sample ID(s)
EA001: pH in soil using 0.01M CaCl extract
Soil Glass Jar - Unpreserved (EA001)
TP11-02 21-Jun-201921-Jun-2019 21-Jun-201921-Jun-201914-Jun-2019 ü üEA055: Moisture Content (Dried @ 105-110°C)
Soil Glass Jar - Unpreserved (EA055)
TP01-01, TP02-02,
TP02-03, SP01,
SP02, SP03,
SP04, TP03-02,
TP04-02, TP04-03,
TP05-02, TP05-03,
TP07-02, TP07-03,
TP06-02, TP08-01,
TP08-03, TP09-02,
TP09-03, TP09-07,
TP10-02, TP10-03,
TP11-01, TP11-02,
TP12-01, TP12-02
28-Jun-2019---- 21-Jun-2019----14-Jun-2019 ---- ü
EA150: Soil Classification based on Particle Size
Snap Lock Bag (EA150H)
TP11-02 11-Dec-2019---- 25-Jun-2019----14-Jun-2019 ---- ü
3 of 10:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Matrix: SOIL Evaluation: û = Holding time breach ; ü = Within holding time.
AnalysisExtraction / PreparationSample DateMethod
EvaluationDue for analysisDate analysedEvaluationDue for extractionDate extractedContainer / Client Sample ID(s)
EA152: Soil Particle Density
Snap Lock Bag (EA152)
TP11-02 11-Dec-2019---- 25-Jun-2019----14-Jun-2019 ---- üED006: Exchangeable Cations on Alkaline Soils
Soil Glass Jar - Unpreserved (ED006)
TP11-02 12-Jul-201912-Jul-2019 24-Jun-201921-Jun-201914-Jun-2019 ü üED007: Exchangeable Cations
Soil Glass Jar - Unpreserved (ED007)
TP11-02 12-Jul-201912-Jul-2019 24-Jun-201921-Jun-201914-Jun-2019 ü üED008: Exchangeable Cations
Soil Glass Jar - Unpreserved (ED008)
TP11-02 12-Jul-201912-Jul-2019 24-Jun-201921-Jun-201914-Jun-2019 ü üEG005(ED093)T: Total Metals by ICP-AES
Soil Glass Jar - Unpreserved (EG005T)
TP01-01, TP02-02,
TP02-03, SP01,
SP02, SP03,
SP04, TP03-02,
TP04-02, TP04-03,
TP05-02, TP05-03,
TP07-02, TP07-03,
TP06-02, TP08-01,
TP08-03, TP09-02,
TP09-03, TP09-07,
TP10-02, TP10-03,
TP11-01, TP11-02,
TP12-01, TP12-02
11-Dec-201911-Dec-2019 21-Jun-201921-Jun-201914-Jun-2019 ü ü
EG035T: Total Recoverable Mercury by FIMS
Soil Glass Jar - Unpreserved (EG035T)
TP01-01, TP02-02,
TP02-03, SP01,
SP02, SP03,
SP04, TP03-02,
TP04-02, TP04-03,
TP05-02, TP05-03,
TP07-02, TP07-03,
TP06-02, TP08-01,
TP08-03, TP09-02,
TP09-03, TP09-07,
TP10-02, TP10-03,
TP11-01, TP12-01,
TP12-02
12-Jul-201912-Jul-2019 21-Jun-201921-Jun-201914-Jun-2019 ü ü
4 of 10:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Matrix: SOIL Evaluation: û = Holding time breach ; ü = Within holding time.
AnalysisExtraction / PreparationSample DateMethod
EvaluationDue for analysisDate analysedEvaluationDue for extractionDate extractedContainer / Client Sample ID(s)
EG048: Hexavalent Chromium (Alkaline Digest)
Soil Glass Jar - Unpreserved (EG048G)
TP02-02, SP03 28-Jun-201912-Jul-2019 22-Jun-201921-Jun-201914-Jun-2019 ü üEK026SF: Total CN by Segmented Flow Analyser
Soil Glass Jar - Unpreserved (EK026SF)
TP02-02, SP03 05-Jul-201928-Jun-2019 23-Jun-201921-Jun-201914-Jun-2019 ü üEP004: Organic Matter
Soil Glass Jar - Unpreserved (EP004)
TP11-02 12-Jul-201912-Jul-2019 21-Jun-201921-Jun-201914-Jun-2019 ü üEP066: Polychlorinated Biphenyls (PCB)
Soil Glass Jar - Unpreserved (EP066)
TP02-02, SP03 31-Jul-201928-Jun-2019 21-Jun-201921-Jun-201914-Jun-2019 ü üEP068A: Organochlorine Pesticides (OC)
Soil Glass Jar - Unpreserved (EP068)
TP02-02, SP03 31-Jul-201928-Jun-2019 21-Jun-201921-Jun-201914-Jun-2019 ü üEP075(SIM)A: Phenolic Compounds
Soil Glass Jar - Unpreserved (EP075(SIM))
TP02-02, SP03 31-Jul-201928-Jun-2019 21-Jun-201921-Jun-201914-Jun-2019 ü üEP075(SIM)B: Polynuclear Aromatic Hydrocarbons
Soil Glass Jar - Unpreserved (EP075(SIM))
TP01-01, TP02-02,
TP02-03, SP01,
SP02, SP03,
SP04, TP03-02,
TP04-02, TP04-03,
TP05-02, TP05-03,
TP07-02, TP07-03,
TP06-02, TP08-01,
TP08-03, TP09-02,
TP09-03, TP10-02,
TP10-03, TP11-01,
TP12-01, TP12-02
31-Jul-201928-Jun-2019 21-Jun-201921-Jun-201914-Jun-2019 ü ü
EP080/071: Total Petroleum Hydrocarbons
Soil Glass Jar - Unpreserved (EP071)
TP02-02, SP02,
SP03, TP05-02,
TP06-02, TP09-02,
TP12-01
31-Jul-201928-Jun-2019 21-Jun-201921-Jun-201914-Jun-2019 ü ü
5 of 10:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Matrix: SOIL Evaluation: û = Holding time breach ; ü = Within holding time.
AnalysisExtraction / PreparationSample DateMethod
EvaluationDue for analysisDate analysedEvaluationDue for extractionDate extractedContainer / Client Sample ID(s)
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions
Soil Glass Jar - Unpreserved (EP071)
TP02-02, SP02,
SP03, TP05-02,
TP06-02, TP09-02,
TP12-01
31-Jul-201928-Jun-2019 21-Jun-201921-Jun-201914-Jun-2019 ü ü
EP080: BTEXN
Soil Glass Jar - Unpreserved (EP080)
TP02-02, SP02,
SP03, TP05-02,
TP06-02, TP09-02,
TP12-01
28-Jun-201928-Jun-2019 21-Jun-201921-Jun-201914-Jun-2019 ü ü
Matrix: WATER Evaluation: û = Holding time breach ; ü = Within holding time.
AnalysisExtraction / PreparationSample DateMethod
EvaluationDue for analysisDate analysedEvaluationDue for extractionDate extractedContainer / Client Sample ID(s)
EG020T: Total Metals by ICP-MS
Clear Plastic Bottle - Nitric Acid; Unfiltered (EG020A-T)
RINSE-01 11-Dec-201911-Dec-2019 21-Jun-201921-Jun-201914-Jun-2019 ü üEG035T: Total Recoverable Mercury by FIMS
Clear Plastic Bottle - Nitric Acid; Unfiltered (EG035T)
RINSE-01 12-Jul-2019---- 20-Jun-2019----14-Jun-2019 ---- üEP075(SIM)B: Polynuclear Aromatic Hydrocarbons
Amber Glass Bottle - Unpreserved (EP075(SIM))
RINSE-01 30-Jul-201921-Jun-2019 21-Jun-201920-Jun-201914-Jun-2019 ü üEP080/071: Total Petroleum Hydrocarbons
Amber Glass Bottle - Unpreserved (EP071)
RINSE-01 30-Jul-201921-Jun-2019 21-Jun-201920-Jun-201914-Jun-2019 ü üAmber VOC Vial - Sulfuric Acid (EP080)
RINSE-01 28-Jun-201928-Jun-2019 21-Jun-201921-Jun-201914-Jun-2019 ü üEP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions
Amber Glass Bottle - Unpreserved (EP071)
RINSE-01 30-Jul-201921-Jun-2019 21-Jun-201920-Jun-201914-Jun-2019 ü üAmber VOC Vial - Sulfuric Acid (EP080)
RINSE-01 28-Jun-201928-Jun-2019 21-Jun-201921-Jun-201914-Jun-2019 ü üEP080: BTEXN
Amber VOC Vial - Sulfuric Acid (EP080)
RINSE-01 28-Jun-201928-Jun-2019 21-Jun-201921-Jun-201914-Jun-2019 ü ü
6 of 10:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
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 to
the 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 SpecificationQuality Control Sample Type
ExpectedQC Regular Actual
Rate (%)Quality Control Sample Type CountEvaluationAnalytical Methods Method
Laboratory Duplicates (DUP)
NEPM 2013 B3 & ALS QC Standard 100.00 10.001 1 üExchangeable Cations on Alkaline Soils ED006
NEPM 2013 B3 & ALS QC Standard 10.00 10.002 20 üHexavalent Chromium by Alkaline Digestion and DA Finish EG048G
NEPM 2013 B3 & ALS QC Standard 10.00 10.004 40 üMoisture Content EA055
NEPM 2013 B3 & ALS QC Standard 11.11 10.001 9 üOrganic Matter EP004
NEPM 2013 B3 & ALS QC Standard 11.11 10.004 36 üPAH/Phenols (SIM) EP075(SIM)
NEPM 2013 B3 & ALS QC Standard 50.00 10.001 2 üPesticides by GCMS EP068
NEPM 2013 B3 & ALS QC Standard 15.38 10.002 13 üpH in soil using a 0.01M CaCl2 extract EA001
NEPM 2013 B3 & ALS QC Standard 50.00 10.001 2 üPolychlorinated Biphenyls (PCB) EP066
NEPM 2013 B3 & ALS QC Standard 10.00 10.002 20 üTotal Cyanide by Segmented Flow Analyser EK026SF
NEPM 2013 B3 & ALS QC Standard 10.26 10.004 39 üTotal Mercury by FIMS EG035T
NEPM 2013 B3 & ALS QC Standard 10.00 10.004 40 üTotal Metals by ICP-AES EG005T
NEPM 2013 B3 & ALS QC Standard 16.67 10.003 18 üTRH - Semivolatile Fraction EP071
NEPM 2013 B3 & ALS QC Standard 10.53 10.002 19 üTRH Volatiles/BTEX EP080
Laboratory Control Samples (LCS)
NEPM 2013 B3 & ALS QC Standard 100.00 5.001 1 üExchangeable Cations on Alkaline Soils ED006
NEPM 2013 B3 & ALS QC Standard 10.00 10.002 20 üHexavalent Chromium by Alkaline Digestion and DA Finish EG048G
NEPM 2013 B3 & ALS QC Standard 11.11 5.001 9 üOrganic Matter EP004
NEPM 2013 B3 & ALS QC Standard 5.56 5.002 36 üPAH/Phenols (SIM) EP075(SIM)
NEPM 2013 B3 & ALS QC Standard 50.00 5.001 2 üPesticides by GCMS EP068
NEPM 2013 B3 & ALS QC Standard 50.00 5.001 2 üPolychlorinated Biphenyls (PCB) EP066
NEPM 2013 B3 & ALS QC Standard 5.00 5.001 20 üTotal Cyanide by Segmented Flow Analyser EK026SF
NEPM 2013 B3 & ALS QC Standard 5.13 5.002 39 üTotal Mercury by FIMS EG035T
NEPM 2013 B3 & ALS QC Standard 5.00 5.002 40 üTotal Metals by ICP-AES EG005T
NEPM 2013 B3 & ALS QC Standard 11.11 5.002 18 üTRH - Semivolatile Fraction EP071
NEPM 2013 B3 & ALS QC Standard 5.26 5.001 19 üTRH Volatiles/BTEX EP080
Method Blanks (MB)
NEPM 2013 B3 & ALS QC Standard 100.00 5.001 1 üExchangeable Cations on Alkaline Soils ED006
NEPM 2013 B3 & ALS QC Standard 5.00 5.001 20 üHexavalent Chromium by Alkaline Digestion and DA Finish EG048G
NEPM 2013 B3 & ALS QC Standard 11.11 5.001 9 üOrganic Matter EP004
NEPM 2013 B3 & ALS QC Standard 5.56 5.002 36 üPAH/Phenols (SIM) EP075(SIM)
NEPM 2013 B3 & ALS QC Standard 50.00 5.001 2 üPesticides by GCMS EP068
NEPM 2013 B3 & ALS QC Standard 50.00 5.001 2 üPolychlorinated Biphenyls (PCB) EP066
NEPM 2013 B3 & ALS QC Standard 5.00 5.001 20 üTotal Cyanide by Segmented Flow Analyser EK026SF
NEPM 2013 B3 & ALS QC Standard 5.13 5.002 39 üTotal Mercury by FIMS EG035T
NEPM 2013 B3 & ALS QC Standard 5.00 5.002 40 üTotal Metals by ICP-AES EG005T
NEPM 2013 B3 & ALS QC Standard 11.11 5.002 18 üTRH - Semivolatile Fraction EP071
7 of 10:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Matrix: SOIL Evaluation: û = Quality Control frequency not within specification ; ü = Quality Control frequency within specification.
Quality Control SpecificationQuality Control Sample Type
ExpectedQC Regular Actual
Rate (%)Quality Control Sample Type CountEvaluationAnalytical Methods Method
Method Blanks (MB) - Continued
NEPM 2013 B3 & ALS QC Standard 5.26 5.001 19 üTRH Volatiles/BTEX EP080
Matrix Spikes (MS)
NEPM 2013 B3 & ALS QC Standard 5.00 5.001 20 üHexavalent Chromium by Alkaline Digestion and DA Finish EG048G
NEPM 2013 B3 & ALS QC Standard 11.11 5.001 9 üOrganic Matter EP004
NEPM 2013 B3 & ALS QC Standard 5.56 5.002 36 üPAH/Phenols (SIM) EP075(SIM)
NEPM 2013 B3 & ALS QC Standard 50.00 5.001 2 üPesticides by GCMS EP068
NEPM 2013 B3 & ALS QC Standard 50.00 5.001 2 üPolychlorinated Biphenyls (PCB) EP066
NEPM 2013 B3 & ALS QC Standard 5.00 5.001 20 üTotal Cyanide by Segmented Flow Analyser EK026SF
NEPM 2013 B3 & ALS QC Standard 5.13 5.002 39 üTotal Mercury by FIMS EG035T
NEPM 2013 B3 & ALS QC Standard 5.00 5.002 40 üTotal Metals by ICP-AES EG005T
NEPM 2013 B3 & ALS QC Standard 11.11 5.002 18 üTRH - Semivolatile Fraction EP071
NEPM 2013 B3 & ALS QC Standard 5.26 5.001 19 üTRH Volatiles/BTEX EP080
Matrix: WATER Evaluation: û = Quality Control frequency not within specification ; ü = Quality Control frequency within specification.
Quality Control SpecificationQuality Control Sample Type
ExpectedQC Regular Actual
Rate (%)Quality Control Sample Type CountEvaluationAnalytical Methods Method
Laboratory Duplicates (DUP)
NEPM 2013 B3 & ALS QC Standard 0.00 10.000 14 ûPAH/Phenols (GC/MS - SIM) EP075(SIM)
NEPM 2013 B3 & ALS QC Standard 12.50 10.001 8 üTotal Mercury by FIMS EG035T
NEPM 2013 B3 & ALS QC Standard 10.00 10.002 20 üTotal Metals by ICP-MS - Suite A EG020A-T
NEPM 2013 B3 & ALS QC Standard 0.00 10.000 19 ûTRH - Semivolatile Fraction EP071
NEPM 2013 B3 & ALS QC Standard 10.00 10.002 20 üTRH Volatiles/BTEX EP080
Laboratory Control Samples (LCS)
NEPM 2013 B3 & ALS QC Standard 7.14 5.001 14 üPAH/Phenols (GC/MS - SIM) EP075(SIM)
NEPM 2013 B3 & ALS QC Standard 12.50 5.001 8 üTotal Mercury by FIMS EG035T
NEPM 2013 B3 & ALS QC Standard 5.00 5.001 20 üTotal Metals by ICP-MS - Suite A EG020A-T
NEPM 2013 B3 & ALS QC Standard 5.26 5.001 19 üTRH - Semivolatile Fraction EP071
NEPM 2013 B3 & ALS QC Standard 5.00 5.001 20 üTRH Volatiles/BTEX EP080
Method Blanks (MB)
NEPM 2013 B3 & ALS QC Standard 7.14 5.001 14 üPAH/Phenols (GC/MS - SIM) EP075(SIM)
NEPM 2013 B3 & ALS QC Standard 12.50 5.001 8 üTotal Mercury by FIMS EG035T
NEPM 2013 B3 & ALS QC Standard 5.00 5.001 20 üTotal Metals by ICP-MS - Suite A EG020A-T
NEPM 2013 B3 & ALS QC Standard 5.26 5.001 19 üTRH - Semivolatile Fraction EP071
NEPM 2013 B3 & ALS QC Standard 5.00 5.001 20 üTRH Volatiles/BTEX EP080
Matrix Spikes (MS)
NEPM 2013 B3 & ALS QC Standard 0.00 5.000 14 ûPAH/Phenols (GC/MS - SIM) EP075(SIM)
NEPM 2013 B3 & ALS QC Standard 12.50 5.001 8 üTotal Mercury by FIMS EG035T
NEPM 2013 B3 & ALS QC Standard 5.00 5.001 20 üTotal Metals by ICP-MS - Suite A EG020A-T
NEPM 2013 B3 & ALS QC Standard 0.00 5.000 19 ûTRH - Semivolatile Fraction EP071
NEPM 2013 B3 & ALS QC Standard 5.00 5.001 20 üTRH Volatiles/BTEX EP080
8 of 10:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
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 DescriptionsMatrixMethod
In house: Referenced to Rayment and Lyons (2011) 4B3 (mod.) or 4B4 (mod.) 10 g of soil is mixed with 50 mL of
0.01M CaCl2 and tumbled end over end for 1 hour. pH is measured from the continuous suspension. This
method is compliant with NEPM (2013) Schedule B(3)
pH in soil using a 0.01M CaCl2 extract EA001 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).
Moisture Content EA055 SOIL
Particle Size Analysis by Hydrometer according to AS1289.3.6.3 - 2003Particle Size Analysis by Hydrometer EA150H SOIL
Soil Particle Density by AS 1289.3.5.1-2006 : Methods of testing soils for engineering purposes - Soil
classification tests - Determination of the soil particle density of a soil - Standard method
Soil Particle Density EA152 SOIL
In house: Referenced to Soil Survey Test Method C5. Soluble salts are removed from the sample prior to
analysis. Cations are exchanged from the sample by contact with alcoholic ammonium chloride at pH 8.5. They
are then quantitated in the final solution by ICPAES and reported as meq/100g of original soil.
Exchangeable Cations on Alkaline Soils * ED006 SOIL
In house: Referenced to Rayment & Lyons (2011) Method 15A1. Cations are exchanged from the sample by
contact with Ammonium Chloride. They are then quantitated in the final solution by ICPAES and reported as
meq/100g of original soil. This method is compliant with NEPM (2013) Schedule B(3) (Method 301)
Exchangeable Cations ED007 SOIL
In house: Referenced to Rayment & Higginson (2011) Method 15A2. Soluble salts are removed from the sample
prior to analysis. Cations are exchanged from the sample by contact with Ammonium Chloride. They are then
quantitated in the final solution by ICPAES and reported as meq/100g of original soil. This method is compliant
with NEPM (2013) Schedule B(3) (Method 301)
Exchangeable Cations with
pre-treatment
ED008 SOIL
In house: Referenced to APHA 3120; USEPA SW 846 - 6010. Metals are determined following an appropriate
acid 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)
Total Metals by ICP-AES EG005T SOIL
In house: Referenced to AS 3550, APHA 3112 Hg - B (Flow-injection (SnCl2) (Cold Vapour generation) AAS)
FIM-AAS is an automated flameless atomic absorption technique. Mercury in solids are determined following an
appropriate acid digestion. Ionic mercury is reduced online to atomic mercury vapour by SnCl2 which is then
purged into a heated quartz cell. Quantification is by comparing absorbance against a calibration curve. This
method is compliant with NEPM (2013) Schedule B(3)
Total Mercury by FIMS EG035T SOIL
In house: Referenced to USEPA SW846, Method 3060A. Hexavalent chromium is extracted by alkaline digestion.
The digest is determined by photometrically by automatic discrete analyser, following pH adjustment. The
instrument uses colour development using dephenylcarbazide. Each run of samples is measured against a
five-point calibration curve. This method is compliant with NEPM (2013) Schedule B(3)
Hexavalent Chromium by Alkaline
Digestion and DA Finish
EG048G SOIL
9 of 10:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Analytical Methods Method DescriptionsMatrixMethod
In house: Referenced to APHA 4500-CN C / ASTM D7511. Caustic leachates of soil samples are introduced into
an automated segmented flow analyser. Complex bound cyanide is decomposed in a continuously flowing
stream, at a pH of 3.8, by the effect of UV light. A UV-B lamp (312 nm) and a decomposition spiral of borosilicate
glass are used to filter out UV light with a wavelength of less than 290 nm thus preventing the conversion of
thiocyanate into cyanide. The hydrogen cyanide present at a pH of 3.8 is separated by gas dialysis. The hydrogen
cyanide is then determined photometrically, based on the reaction of cyanide with chloramine-T to form
cyanogen chloride. This then reacts with 4-pyridine carboxylic acid and 1,3-dimethylbarbituric acid to give a red
colour which is measured at 600 nm. This method is compliant with NEPM (2013) Schedule B(3)
Total Cyanide by Segmented Flow
Analyser
EK026SF SOIL
In house: Referenced to AS1289.4.1.1 - 1997. Dichromate oxidation method after Walkley and Black. This
method is compliant with NEPM (2013) Schedule B(3).
Organic Matter EP004 SOIL
In house: Referenced to USEPA SW 846 - 8270D Extracts are analysed by Capillary GC/MS and quantification is
by comparison against an established 5 point calibration curve. This method is compliant with NEPM (2013)
Schedule B(3) (Method 504)
Polychlorinated Biphenyls (PCB) EP066 SOIL
In house: Referenced to USEPA SW 846 - 8270D Extracts are analysed by Capillary GC/MS and quantification is
by comparison against an established 5 point calibration curve. This technique is compliant with NEPM (2013)
Schedule B(3) (Method 504,505)
Pesticides by GCMS EP068 SOIL
In house: Referenced to USEPA SW 846 - 8015A Sample extracts are analysed by Capillary GC/FID and
quantified against alkane standards over the range C10 - C40. Compliant with NEPM amended 2013.
TRH - Semivolatile Fraction EP071 SOIL
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)
PAH/Phenols (SIM) EP075(SIM) SOIL
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.
TRH Volatiles/BTEX EP080 SOIL
In house: Referenced to APHA 3125; USEPA SW846 - 6020, ALS QWI-EN/EG020. The ICPMS technique utilizes
a highly efficient argon plasma to ionize selected elements. Ions are then passed into a high vacuum mass
spectrometer, which separates the analytes based on their distinct mass to charge ratios prior to their
measurement by a discrete dynode ion detector.
Total Metals by ICP-MS - Suite A EG020A-T WATER
In house: Referenced to AS 3550, APHA 3112 Hg - B (Flow-injection (SnCl2)(Cold Vapour generation) AAS)
FIM-AAS is an automated flameless atomic absorption technique. A bromate/bromide reagent is used to oxidise
any organic mercury compounds in the unfiltered sample. The ionic mercury is reduced online to atomic
mercury vapour by SnCl2 which is then purged into a heated quartz cell. Quantification is by comparing
absorbance against a calibration curve. This method is compliant with NEPM (2013) Schedule B(3)
Total Mercury by FIMS EG035T WATER
In house: Referenced to USEPA SW 846 - 8015A The sample extract is analysed by Capillary GC/FID and
quantification is by comparison against an established 5 point calibration curve of n-Alkane standards. This
method is compliant with the QC requirements of NEPM (2013) Schedule B(3)
TRH - Semivolatile Fraction EP071 WATER
In house: Referenced to USEPA SW 846 - 8270D Sample extracts are analysed by Capillary GC/MS in SIM Mode
and quantification is by comparison against an established 5 point calibration curve. This method is compliant
with NEPM (2013) Schedule B(3)
PAH/Phenols (GC/MS - SIM) EP075(SIM) WATER
10 of 10:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Analytical Methods Method DescriptionsMatrixMethod
In house: Referenced to USEPA SW 846 - 8260B Water samples are directly purged prior to analysis by
Capillary GC/MS and quantification is by comparison against an established 5 point calibration curve.
Alternatively, a sample is equilibrated in a headspace vial and a portion of the headspace determined by GCMS
analysis. This method is compliant with the QC requirements of NEPM (2013) Schedule B(3)
TRH Volatiles/BTEX EP080 WATER
Preparation Methods Method DescriptionsMatrixMethod
In house: APHA 4500 CN. Samples are extracted by end-over-end tumbling with NaOH.NaOH leach for CN in Soils CN-PR SOIL
In house: Referenced to Rayment and Higginson 4B1, 10 g of soil is mixed with 50 mL of 0.01M CaCl2 and
tumbled end over end for 1 hour. pH is measured from the continuous suspension. This method is compliant
with NEPM (2013) Schedule B(3) (Method 103)
pH in soil using a 0.01M CaCl2 extract EA001-PR SOIL
In house: Referenced to Rayment and Lyons 2011 method 15C1.Exchangeable Cations Preparation
Method (Alkaline Soils)
ED006PR SOIL
In house: Referenced to Rayment & Higginson (1992) method 15A1. A 1M NH4Cl extraction by end over end
tumbling at a ratio of 1:20. There is no pretreatment for soluble salts. Extracts can be run by ICP for cations.
Exchangeable Cations Preparation
Method
ED007PR SOIL
In house: Referenced to USEPA SW846, Method 3060A.Alkaline digestion for Hexavalent
Chromium
EG048PR SOIL
10 g of 40°C dried soil is mixed with 50 mL of reagent grade water and tumbled end over end for 1 hour. Water
soluble salts are leached from the soil by the continuous suspension. Samples are settled and the water
filtered off for analysis.
1:5 solid / water leach following drying at
40°C
EN34-AD 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)
Hot Block Digest for metals in soils
sediments and sludges
EN69 SOIL
In house: Referenced to AS1289.4.1.1 - 1997. Dichromate oxidation method after Walkley and Black. This
method is compliant with NEPM (2013) Schedule B(3) (Method 105)
Organic Matter EP004-PR SOIL
In house: Referenced to USEPA SW 846 - 5030A. 5g of solid is shaken with surrogate and 10mL methanol prior
to analysis by Purge and Trap - GC/MS.
Methanolic Extraction of Soils for Purge
and Trap
ORG16 SOIL
In house: Mechanical agitation (tumbler). 10g of sample, Na2SO4 and surrogate are extracted with 30mL 1:1
DCM/Acetone by end over end tumble. The solvent is decanted, dehydrated and concentrated (by KD) to the
desired volume for analysis.
Tumbler Extraction of Solids ORG17 SOIL
In house: Referenced to USEPA SW846-3005. Method 3005 is a Nitric/Hydrochloric acid digestion procedure
used to prepare surface and ground water samples for analysis by ICPAES or ICPMS. This method is compliant
with NEPM (2013) Schedule B(3)
Digestion for Total Recoverable Metals EN25 WATER
In house: Referenced to USEPA SW 846 - 3510B 100 mL to 1L of sample is transferred to a separatory funnel
and serially extracted three times using DCM for each extract. The resultant extracts are combined, dehydrated
and concentrated for analysis. This method is compliant with NEPM (2013) Schedule B(3) . ALS default excludes
sediment which may be resident in the container.
Separatory Funnel Extraction of Liquids ORG14 WATER
A 5 mL aliquot or 5 mL of a diluted sample is added to a 40 mL VOC vial for sparging.Volatiles Water Preparation ORG16-W WATER
False
6 6.00False
Environmental
QUALITY CONTROL REPORTWork Order : EM1909466 Page : 1 of 20
:: LaboratoryClient Environmental Division MelbourneLBW CO PTY LTD
:Contact MARK PETERSON :Contact Kieren Burns
:Address 184 MAGILL ROAD
NORWOOD SA, AUSTRALIA 5067
Address : 4 Westall Rd Springvale VIC Australia 3171
::Telephone ---- +61881625130:Telephone
:Project 191091 Date Samples Received : 18-Jun-2019
:Order number Date Analysis Commenced : 20-Jun-2019
:C-O-C number 191091_COC_20190617 Issue Date : 26-Jun-2019
Sampler : ----
Site : Cowan Street Angle Park PS1
Quote number : ADBQ-001-18 PRIMARY WORK ONLY
No. of samples received 75:
No. of samples analysed 27:
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 Limits
l Method Blank (MB) and Laboratory Control Spike (LCS) Report ; Recovery and Acceptance Limits
l 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 Accreditation CategoryPosition
Dianne Blane Laboratory Coordinator (2IC) Newcastle - Inorganics, Mayfield West, NSW
Dilani Fernando Senior Inorganic Chemist Melbourne Inorganics, Springvale, VIC
Nikki Stepniewski Senior Inorganic Instrument Chemist Melbourne Inorganics, Springvale, VIC
Steven McGrath Technical Manager Melbourne Inorganics, Springvale, VIC
Steven McGrath Technical Manager Melbourne Organics, Springvale, VIC
Xing Lin Senior Organic Chemist Melbourne Organics, Springvale, VIC
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
2 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
General Comments
The 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.
Anonymous = Refers to samples which are not specifically part of this work order but formed part of the QC process lot
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
RPD = Relative Percentage Difference
# = Indicates failed QC
Key :
Laboratory Duplicate (DUP) Report
The quality control term Laboratory Duplicate refers to a randomly selected intralaboratory split. Laboratory duplicates provide information regarding method precision and sample heterogeneity. The permitted ranges
for 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: SOIL Laboratory Duplicate (DUP) Report
Original Result RPD (%)Laboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit Duplicate Result Recovery Limits (%)
EG005(ED093)T: Total Metals by ICP-AES (QC Lot: 2418362)
EG005T: Beryllium 7440-41-7 1 mg/kg <1 <1 0.00 No LimitAnonymous EM1909371-001
EG005T: Cadmium 7440-43-9 1 mg/kg <1 <1 0.00 No Limit
EG005T: Barium 7440-39-3 10 mg/kg 40 60 27.6 No Limit
EG005T: Chromium 7440-47-3 2 mg/kg 9 12 30.6 No Limit
EG005T: Cobalt 7440-48-4 2 mg/kg 4 7 49.6 No Limit
EG005T: Nickel 7440-02-0 2 mg/kg 6 9 36.4 No Limit
EG005T: Silver 7440-22-4 2 mg/kg <2 <2 0.00 No Limit
EG005T: Arsenic 7440-38-2 5 mg/kg <5 <5 0.00 No Limit
EG005T: Copper 7440-50-8 5 mg/kg <5 <5 0.00 No Limit
EG005T: Lead 7439-92-1 5 mg/kg 7 8 0.00 No Limit
EG005T: Manganese 7439-96-5 5 mg/kg 27 26 3.81 No Limit
EG005T: Zinc 7440-66-6 5 mg/kg 7 11 50.7 No Limit
EG005T: Iron 7439-89-6 50 mg/kg 7120 6720 5.71 0% - 20%
EG005T: Beryllium 7440-41-7 1 mg/kg <1 <1 0.00 No LimitAnonymous EM1909371-023
EG005T: Cadmium 7440-43-9 1 mg/kg <1 <1 0.00 No Limit
EG005T: Barium 7440-39-3 10 mg/kg 50 70 38.3 No Limit
EG005T: Chromium 7440-47-3 2 mg/kg 18 16 6.65 No Limit
EG005T: Cobalt 7440-48-4 2 mg/kg 10 10 0.00 No Limit
EG005T: Nickel 7440-02-0 2 mg/kg 10 10 0.00 No Limit
EG005T: Silver 7440-22-4 2 mg/kg <2 <2 0.00 No Limit
EG005T: Arsenic 7440-38-2 5 mg/kg <5 <5 0.00 No Limit
EG005T: Copper 7440-50-8 5 mg/kg <5 <5 0.00 No Limit
EG005T: Lead 7439-92-1 5 mg/kg 9 11 18.5 No Limit
EG005T: Manganese 7439-96-5 5 mg/kg 33 35 7.55 No Limit
EG005T: Zinc 7440-66-6 5 mg/kg 6 6 0.00 No Limit
3 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Laboratory Duplicate (DUP) Report
Original Result RPD (%)Laboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit Duplicate Result Recovery Limits (%)
EG005(ED093)T: Total Metals by ICP-AES (QC Lot: 2418362) - continued
EG005T: Iron 7439-89-6 50 mg/kg 15200 13500 11.8 0% - 20%Anonymous EM1909371-023
EG005(ED093)T: Total Metals by ICP-AES (QC Lot: 2418364)
EG005T: Beryllium 7440-41-7 1 mg/kg <1 <1 0.00 No LimitSP04 EM1909466-012
EG005T: Cadmium 7440-43-9 1 mg/kg 1 2 0.00 No Limit
EG005T: Barium 7440-39-3 10 mg/kg 60 60 0.00 No Limit
EG005T: Chromium 7440-47-3 2 mg/kg 22 20 6.61 0% - 50%
EG005T: Cobalt 7440-48-4 2 mg/kg 4 5 34.4 No Limit
EG005T: Nickel 7440-02-0 2 mg/kg 10 16 41.7 No Limit
EG005T: Silver 7440-22-4 2 mg/kg 2 4 59.8 No Limit
EG005T: Arsenic 7440-38-2 5 mg/kg 5 8 35.8 No Limit
EG005T: Copper 7440-50-8 5 mg/kg 34 36 5.82 No Limit
EG005T: Lead 7439-92-1 5 mg/kg 69 64 7.69 0% - 50%
EG005T: Zinc 7440-66-6 5 mg/kg 171 173 1.26 0% - 20%
EG005T: Iron 7439-89-6 50 mg/kg 14700 14500 1.21 0% - 20%
EG005T: Beryllium 7440-41-7 1 mg/kg <1 <1 0.00 No LimitTP08-01 EM1909466-047
EG005T: Cadmium 7440-43-9 1 mg/kg <1 <1 0.00 No Limit
EG005T: Barium 7440-39-3 10 mg/kg 30 40 0.00 No Limit
EG005T: Chromium 7440-47-3 2 mg/kg 10 14 33.5 No Limit
EG005T: Cobalt 7440-48-4 2 mg/kg 3 4 40.0 No Limit
EG005T: Nickel 7440-02-0 2 mg/kg 5 7 36.5 No Limit
EG005T: Silver 7440-22-4 2 mg/kg <2 <2 0.00 No Limit
EG005T: Arsenic 7440-38-2 5 mg/kg <5 <5 0.00 No Limit
EG005T: Copper 7440-50-8 5 mg/kg 13 18 37.4 No Limit
EG005T: Lead 7439-92-1 5 mg/kg 40 50 23.4 0% - 50%
EG005T: Zinc 7440-66-6 5 mg/kg 89 102 13.0 0% - 20%
EG005T: Iron 7439-89-6 50 mg/kg 13200 12700 3.95 0% - 20%
EA001: pH in soil using 0.01M CaCl extract (QC Lot: 2418404)
EA001: pH (CaCl2) ---- 0.1 pH Unit 8.2 8.0 2.47 0% - 20%Anonymous EM1909434-001
EA001: pH (CaCl2) ---- 0.1 pH Unit 7.1 7.0 1.42 0% - 20%Anonymous EM1909558-015
EA055: Moisture Content (Dried @ 105-110°C) (QC Lot: 2419344)
EA055: Moisture Content ---- 0.1 % 18.0 17.4 3.40 0% - 50%Anonymous EM1909434-011
EA055: Moisture Content ---- 0.1 % 5.1 6.0 16.8 No LimitTP04-03 EM1909466-024
EA055: Moisture Content (Dried @ 105-110°C) (QC Lot: 2419350)
EA055: Moisture Content ---- 0.1 % 7.2 5.8 22.4 No LimitTP09-07 EM1909466-058
EA055: Moisture Content ---- 0.1 % 14.6 11.9 20.3 0% - 50%Anonymous EM1909479-004
ED006: Exchangeable Cations on Alkaline Soils (QC Lot: 2419658)
ED006: Calcium/Magnesium Ratio ---- 0.1 - 0.9 0.9 0.00 No LimitTP11-02 EM1909466-065
ED006: Magnesium/Potassium Ratio ---- 0.1 - 3.3 3.3 0.00 0% - 50%
ED006: Exchangeable Calcium Percent ---- 0.2 % 35.1 35.8 1.71 0% - 20%
4 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Laboratory Duplicate (DUP) Report
Original Result RPD (%)Laboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit Duplicate Result Recovery Limits (%)
ED006: Exchangeable Cations on Alkaline Soils (QC Lot: 2419658) - continued
ED006: Exchangeable Magnesium Percent ---- 0.2 % 40.8 40.1 1.73 0% - 20%TP11-02 EM1909466-065
ED006: Exchangeable Potassium Percent ---- 0.2 % 12.4 12.0 3.21 0% - 20%
ED006: Exchangeable Sodium Percent ---- 0.2 % 11.6 12.1 4.10 0% - 20%
ED006: Exchangeable Calcium ---- 0.2 meq/100g 5.4 5.6 3.77 0% - 20%
ED006: Exchangeable Magnesium ---- 0.2 meq/100g 6.2 6.2 0.00 0% - 20%
ED006: Exchangeable Potassium ---- 0.2 meq/100g 1.9 1.9 0.00 No Limit
ED006: Exchangeable Sodium ---- 0.2 meq/100g 1.8 1.9 6.16 No Limit
ED006: Cation Exchange Capacity ---- 0.2 meq/100g 15.2 15.6 2.06 0% - 20%
EG035T: Total Recoverable Mercury by FIMS (QC Lot: 2418363)
EG035T: Mercury 7439-97-6 0.1 mg/kg <0.1 <0.1 0.00 No LimitAnonymous EM1909371-001
EG035T: Mercury 7439-97-6 0.1 mg/kg <0.1 <0.1 0.00 No LimitAnonymous EM1909371-023
EG035T: Total Recoverable Mercury by FIMS (QC Lot: 2418365)
EG035T: Mercury 7439-97-6 0.1 mg/kg 2.1 1.8 15.8 0% - 20%SP04 EM1909466-012
EG035T: Mercury 7439-97-6 0.1 mg/kg <0.1 <0.1 0.00 No LimitTP08-01 EM1909466-047
EG048: Hexavalent Chromium (Alkaline Digest) (QC Lot: 2418400)
EG048G: Hexavalent Chromium 18540-29-9 0.5 mg/kg <0.5 <0.5 0.00 No LimitTP02-02 EM1909466-004
EG048G: Hexavalent Chromium 18540-29-9 0.5 mg/kg <0.5 <0.5 0.00 No LimitAnonymous EM1909479-008
EK026SF: Total CN by Segmented Flow Analyser (QC Lot: 2419260)
EK026SF: Total Cyanide 57-12-5 1 mg/kg <1 <1 0.00 No LimitAnonymous EM1909371-014
EK026SF: Total Cyanide 57-12-5 1 mg/kg <1 <1 0.00 No LimitAnonymous EM1909479-003
EP004: Organic Matter (QC Lot: 2418443)
EP004: Organic Matter ---- 0.5 % <0.5 <0.5 0.00 No LimitAnonymous EM1909289-009
EP004: Total Organic Carbon ---- 0.5 % <0.5 <0.5 0.00 No Limit
EP066: Polychlorinated Biphenyls (PCB) (QC Lot: 2418871)
EP066: Total Polychlorinated biphenyls ---- 0.1 mg/kg <0.1 <0.1 0.00 No LimitTP02-02 EM1909466-004
EP068A: Organochlorine Pesticides (OC) (QC Lot: 2418873)
EP068: alpha-BHC 319-84-6 0.05 mg/kg <0.05 <0.05 0.00 No LimitTP02-02 EM1909466-004
EP068: Hexachlorobenzene (HCB) 118-74-1 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: beta-BHC 319-85-7 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: gamma-BHC 58-89-9 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: delta-BHC 319-86-8 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: Heptachlor 76-44-8 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: Aldrin 309-00-2 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: Heptachlor epoxide 1024-57-3 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: trans-Chlordane 5103-74-2 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: alpha-Endosulfan 959-98-8 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: cis-Chlordane 5103-71-9 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: Dieldrin 60-57-1 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: 4.4`-DDE 72-55-9 0.05 mg/kg <0.05 <0.05 0.00 No Limit
5 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Laboratory Duplicate (DUP) Report
Original Result RPD (%)Laboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit Duplicate Result Recovery Limits (%)
EP068A: Organochlorine Pesticides (OC) (QC Lot: 2418873) - continued
EP068: Endrin 72-20-8 0.05 mg/kg <0.05 <0.05 0.00 No LimitTP02-02 EM1909466-004
EP068: beta-Endosulfan 33213-65-9 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: 4.4`-DDD 72-54-8 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: Endrin aldehyde 7421-93-4 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: Endosulfan sulfate 1031-07-8 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: Endrin ketone 53494-70-5 0.05 mg/kg <0.05 <0.05 0.00 No Limit
EP068: 4.4`-DDT 50-29-3 0.2 mg/kg <0.2 <0.2 0.00 No Limit
EP068: Methoxychlor 72-43-5 0.2 mg/kg <0.2 <0.2 0.00 No Limit
EP075(SIM)A: Phenolic Compounds (QC Lot: 2418870)
EP075(SIM): Phenol 108-95-2 0.5 mg/kg <0.5 <0.5 0.00 No LimitTP05-02 EM1909466-030
EP075(SIM): 2-Chlorophenol 95-57-8 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2-Methylphenol 95-48-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2-Nitrophenol 88-75-5 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4-Dimethylphenol 105-67-9 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4-Dichlorophenol 120-83-2 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.6-Dichlorophenol 87-65-0 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 4-Chloro-3-methylphenol 59-50-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4.6-Trichlorophenol 88-06-2 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4.5-Trichlorophenol 95-95-4 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 3- & 4-Methylphenol 1319-77-3 1 mg/kg <1 <1 0.00 No Limit
EP075(SIM): Pentachlorophenol 87-86-5 2 mg/kg <2 <2 0.00 No Limit
EP075(SIM): Phenol 108-95-2 0.5 mg/kg <0.5 <0.5 0.00 No LimitTP02-02 EM1909466-004
EP075(SIM): 2-Chlorophenol 95-57-8 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2-Methylphenol 95-48-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2-Nitrophenol 88-75-5 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4-Dimethylphenol 105-67-9 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4-Dichlorophenol 120-83-2 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.6-Dichlorophenol 87-65-0 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 4-Chloro-3-methylphenol 59-50-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4.6-Trichlorophenol 88-06-2 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4.5-Trichlorophenol 95-95-4 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 3- & 4-Methylphenol 1319-77-3 1 mg/kg <1 <1 0.00 No Limit
EP075(SIM): Pentachlorophenol 87-86-5 2 mg/kg <2 <2 0.00 No Limit
EP075(SIM)A: Phenolic Compounds (QC Lot: 2418876)
EP075(SIM): Phenol 108-95-2 0.5 mg/kg <0.5 <0.5 0.00 No LimitAnonymous EM1909356-001
EP075(SIM): 2-Chlorophenol 95-57-8 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2-Methylphenol 95-48-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2-Nitrophenol 88-75-5 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4-Dimethylphenol 105-67-9 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4-Dichlorophenol 120-83-2 0.5 mg/kg <0.5 <0.5 0.00 No Limit
6 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Laboratory Duplicate (DUP) Report
Original Result RPD (%)Laboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit Duplicate Result Recovery Limits (%)
EP075(SIM)A: Phenolic Compounds (QC Lot: 2418876) - continued
EP075(SIM): 2.6-Dichlorophenol 87-65-0 0.5 mg/kg <0.5 <0.5 0.00 No LimitAnonymous EM1909356-001
EP075(SIM): 4-Chloro-3-methylphenol 59-50-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4.6-Trichlorophenol 88-06-2 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4.5-Trichlorophenol 95-95-4 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 3- & 4-Methylphenol 1319-77-3 1 mg/kg <1 <1 0.00 No Limit
EP075(SIM): Pentachlorophenol 87-86-5 2 mg/kg <2 <2 0.00 No Limit
EP075(SIM): Phenol 108-95-2 0.5 mg/kg <0.5 <0.5 0.00 No LimitAnonymous EM1909383-028
EP075(SIM): 2-Chlorophenol 95-57-8 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2-Methylphenol 95-48-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2-Nitrophenol 88-75-5 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4-Dimethylphenol 105-67-9 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4-Dichlorophenol 120-83-2 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.6-Dichlorophenol 87-65-0 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 4-Chloro-3-methylphenol 59-50-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4.6-Trichlorophenol 88-06-2 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 2.4.5-Trichlorophenol 95-95-4 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): 3- & 4-Methylphenol 1319-77-3 1 mg/kg <1 <1 0.00 No Limit
EP075(SIM): Pentachlorophenol 87-86-5 2 mg/kg <2 <2 0.00 No Limit
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QC Lot: 2418870)
EP075(SIM): Naphthalene 91-20-3 0.5 mg/kg <0.5 <0.5 0.00 No LimitTP05-02 EM1909466-030
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 205-99-2
205-82-3
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): Naphthalene 91-20-3 0.5 mg/kg <0.5 <0.5 0.00 No LimitTP02-02 EM1909466-004
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
7 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Laboratory Duplicate (DUP) Report
Original Result RPD (%)Laboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit Duplicate Result Recovery Limits (%)
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QC Lot: 2418870) - continued
EP075(SIM): Phenanthrene 85-01-8 0.5 mg/kg <0.5 <0.5 0.00 No LimitTP02-02 EM1909466-004
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 205-99-2
205-82-3
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)B: Polynuclear Aromatic Hydrocarbons (QC Lot: 2418876)
EP075(SIM): Naphthalene 91-20-3 0.5 mg/kg <0.5 <0.5 0.00 No LimitAnonymous EM1909356-001
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 205-99-2
205-82-3
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): Naphthalene 91-20-3 0.5 mg/kg <0.5 <0.5 0.00 No LimitAnonymous EM1909383-028
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
8 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Laboratory Duplicate (DUP) Report
Original Result RPD (%)Laboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit Duplicate Result Recovery Limits (%)
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QC Lot: 2418876) - continued
EP075(SIM): Chrysene 218-01-9 0.5 mg/kg <0.5 <0.5 0.00 No LimitAnonymous EM1909383-028
EP075(SIM): Benzo(b+j)fluoranthene 205-99-2
205-82-3
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
EP080/071: Total Petroleum Hydrocarbons (QC Lot: 2418255)
EP080: C6 - C9 Fraction ---- 10 mg/kg <10 <10 0.00 No LimitAnonymous EM1909301-002
EP080: C6 - C9 Fraction ---- 10 mg/kg <10 <10 0.00 No LimitTP02-02 EM1909466-004
EP080/071: Total Petroleum Hydrocarbons (QC Lot: 2418872)
EP071: C15 - C28 Fraction ---- 100 mg/kg <100 <100 0.00 No LimitTP02-02 EM1909466-004
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: C10 - C36 Fraction (sum) ---- 50 mg/kg <50 <50 0.00 No Limit
EP080/071: Total Petroleum Hydrocarbons (QC Lot: 2418877)
EP071: C15 - C28 Fraction ---- 100 mg/kg <100 <100 0.00 No LimitAnonymous EM1909356-001
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: C10 - C36 Fraction (sum) ---- 50 mg/kg <50 <50 0.00 No Limit
EP071: C15 - C28 Fraction ---- 100 mg/kg 120 110 0.00 No LimitAnonymous EM1909383-028
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: C10 - C36 Fraction (sum) ---- 50 mg/kg 120 110 8.70 No Limit
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QC Lot: 2418255)
EP080: C6 - C10 Fraction C6_C10 10 mg/kg <10 <10 0.00 No LimitAnonymous EM1909301-002
EP080: C6 - C10 Fraction C6_C10 10 mg/kg <10 <10 0.00 No LimitTP02-02 EM1909466-004
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QC Lot: 2418872)
EP071: >C16 - C34 Fraction ---- 100 mg/kg <100 <100 0.00 No LimitTP02-02 EM1909466-004
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: >C10 - C40 Fraction (sum) ---- 50 mg/kg <50 <50 0.00 No Limit
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QC Lot: 2418877)
EP071: >C16 - C34 Fraction ---- 100 mg/kg <100 <100 0.00 No LimitAnonymous EM1909356-001
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: >C10 - C40 Fraction (sum) ---- 50 mg/kg <50 <50 0.00 No Limit
EP071: >C16 - C34 Fraction ---- 100 mg/kg 110 110 0.00 No LimitAnonymous EM1909383-028
9 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Laboratory Duplicate (DUP) Report
Original Result RPD (%)Laboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit Duplicate Result Recovery Limits (%)
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QC Lot: 2418877) - continued
EP071: >C34 - C40 Fraction ---- 100 mg/kg <100 <100 0.00 No LimitAnonymous EM1909383-028
EP071: >C10 - C16 Fraction ---- 50 mg/kg <50 <50 0.00 No Limit
EP071: >C10 - C40 Fraction (sum) ---- 50 mg/kg 110 110 0.00 No Limit
EP080: BTEXN (QC Lot: 2418255)
EP080: Benzene 71-43-2 0.2 mg/kg <0.2 <0.2 0.00 No LimitAnonymous EM1909301-002
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 108-38-3
106-42-3
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 4 4 0.00 No Limit
EP080: Benzene 71-43-2 0.2 mg/kg <0.2 <0.2 0.00 No LimitTP02-02 EM1909466-004
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 108-38-3
106-42-3
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
Sub-Matrix: WATER Laboratory Duplicate (DUP) Report
Original Result RPD (%)Laboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit Duplicate Result Recovery Limits (%)
EG020T: Total Metals by ICP-MS (QC Lot: 2418139)
EG020A-T: Cadmium 7440-43-9 0.0001 mg/L <0.0001 <0.0001 0.00 No LimitAnonymous EM1909311-042
EG020A-T: Arsenic 7440-38-2 0.001 mg/L 0.197 0.204 3.36 0% - 20%
EG020A-T: Beryllium 7440-41-7 0.001 mg/L <0.001 <0.001 0.00 No Limit
EG020A-T: Barium 7440-39-3 0.001 mg/L 0.341 0.354 3.61 0% - 20%
EG020A-T: Chromium 7440-47-3 0.001 mg/L 0.156 0.161 3.21 0% - 20%
EG020A-T: Cobalt 7440-48-4 0.001 mg/L 0.007 0.008 0.00 No Limit
EG020A-T: Copper 7440-50-8 0.001 mg/L 0.099 0.109 9.80 0% - 20%
EG020A-T: Lead 7439-92-1 0.001 mg/L <0.001 <0.001 0.00 No Limit
EG020A-T: Manganese 7439-96-5 0.001 mg/L 0.301 0.312 3.77 0% - 20%
EG020A-T: Nickel 7440-02-0 0.001 mg/L 0.097 0.101 4.33 0% - 20%
EG020A-T: Zinc 7440-66-6 0.005 mg/L 0.034 0.032 6.20 No Limit
EG020A-T: Selenium 7782-49-2 0.01 mg/L <0.01 <0.01 0.00 No Limit
EG020A-T: Vanadium 7440-62-2 0.01 mg/L 0.16 0.16 0.00 0% - 50%
EG020A-T: Boron 7440-42-8 0.05 mg/L 5.94 6.05 1.86 0% - 20%
EG020A-T: Cadmium 7440-43-9 0.0001 mg/L <0.0001 <0.0001 0.00 No LimitAnonymous EM1909409-005
EG020A-T: Arsenic 7440-38-2 0.001 mg/L 0.002 0.002 0.00 No Limit
EG020A-T: Beryllium 7440-41-7 0.001 mg/L <0.001 <0.001 0.00 No Limit
EG020A-T: Barium 7440-39-3 0.001 mg/L 0.081 0.082 1.43 0% - 20%
EG020A-T: Chromium 7440-47-3 0.001 mg/L <0.001 <0.001 0.00 No Limit
10 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: WATER Laboratory Duplicate (DUP) Report
Original Result RPD (%)Laboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit Duplicate Result Recovery Limits (%)
EG020T: Total Metals by ICP-MS (QC Lot: 2418139) - continued
EG020A-T: Cobalt 7440-48-4 0.001 mg/L 0.001 0.001 0.00 No LimitAnonymous EM1909409-005
EG020A-T: Copper 7440-50-8 0.001 mg/L 0.004 0.003 0.00 No Limit
EG020A-T: Lead 7439-92-1 0.001 mg/L 0.001 <0.001 0.00 No Limit
EG020A-T: Manganese 7439-96-5 0.001 mg/L 0.160 0.157 2.13 0% - 20%
EG020A-T: Nickel 7440-02-0 0.001 mg/L 0.002 0.002 0.00 No Limit
EG020A-T: Zinc 7440-66-6 0.005 mg/L <0.005 <0.005 0.00 No Limit
EG020A-T: Selenium 7782-49-2 0.01 mg/L <0.01 <0.01 0.00 No Limit
EG020A-T: Vanadium 7440-62-2 0.01 mg/L 0.02 0.02 0.00 No Limit
EG020A-T: Boron 7440-42-8 0.05 mg/L 0.28 0.28 0.00 No Limit
EG035T: Total Recoverable Mercury by FIMS (QC Lot: 2416788)
EG035T: Mercury 7439-97-6 0.0001 mg/L <0.0001 <0.0001 0.00 No LimitAnonymous EM1909311-043
EP080/071: Total Petroleum Hydrocarbons (QC Lot: 2417883)
EP080: C6 - C9 Fraction ---- 20 µg/L <20 <20 0.00 No LimitAnonymous EM1909344-001
EP080: C6 - C9 Fraction ---- 20 µg/L <20 <20 0.00 No LimitAnonymous EM1909449-003
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QC Lot: 2417883)
EP080: C6 - C10 Fraction C6_C10 20 µg/L <20 <20 0.00 No LimitAnonymous EM1909344-001
EP080: C6 - C10 Fraction C6_C10 20 µg/L <20 <20 0.00 No LimitAnonymous EM1909449-003
EP080: BTEXN (QC Lot: 2417883)
EP080: Benzene 71-43-2 1 µg/L <1 <1 0.00 No LimitAnonymous EM1909344-001
EP080: Toluene 108-88-3 2 µg/L <2 <2 0.00 No Limit
EP080: Ethylbenzene 100-41-4 2 µg/L <2 <2 0.00 No Limit
EP080: meta- & para-Xylene 108-38-3
106-42-3
2 µg/L <2 <2 0.00 No Limit
EP080: ortho-Xylene 95-47-6 2 µg/L <2 <2 0.00 No Limit
EP080: Naphthalene 91-20-3 5 µg/L <5 <5 0.00 No Limit
EP080: Benzene 71-43-2 1 µg/L <1 <1 0.00 No LimitAnonymous EM1909449-003
EP080: Toluene 108-88-3 2 µg/L <2 <2 0.00 No Limit
EP080: Ethylbenzene 100-41-4 2 µg/L <2 <2 0.00 No Limit
EP080: meta- & para-Xylene 108-38-3
106-42-3
2 µg/L <2 <2 0.00 No Limit
EP080: ortho-Xylene 95-47-6 2 µg/L <2 <2 0.00 No Limit
EP080: Naphthalene 91-20-3 5 µg/L <5 <5 0.00 No Limit
11 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Method Blank (MB) and Laboratory Control Spike (LCS) Report
The 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 (%)
Result Concentration HighLowLCSMethod: Compound CAS Number LOR Unit
EG005(ED093)T: Total Metals by ICP-AES (QCLot: 2418362)
EG005T: Arsenic 7440-38-2 5 mg/kg <5 83.921.7 mg/kg 10778
EG005T: Barium 7440-39-3 10 mg/kg <10 76.9143 mg/kg 11076
EG005T: Beryllium 7440-41-7 1 mg/kg <1 87.95.63 mg/kg 11384
EG005T: Cadmium 7440-43-9 1 mg/kg <1 79.54.64 mg/kg 10876
EG005T: Chromium 7440-47-3 2 mg/kg <2 86.443.9 mg/kg 11078
EG005T: Cobalt 7440-48-4 2 mg/kg <2 82.616 mg/kg 11278
EG005T: Copper 7440-50-8 5 mg/kg <5 85.632 mg/kg 10878
EG005T: Iron 7439-89-6 50 mg/kg <50 89.88400 mg/kg 11284
EG005T: Lead 7439-92-1 5 mg/kg <5 78.540 mg/kg 10678
EG005T: Manganese 7439-96-5 5 mg/kg <5 86.8130 mg/kg 11081
EG005T: Nickel 7440-02-0 2 mg/kg <2 87.255 mg/kg 10980
EG005T: Silver 7440-22-4 2 mg/kg <2 1042.1 mg/kg 10880
EG005T: Zinc 7440-66-6 5 mg/kg <5 94.560.8 mg/kg 11079
EG005(ED093)T: Total Metals by ICP-AES (QCLot: 2418364)
EG005T: Arsenic 7440-38-2 5 mg/kg <5 95.121.7 mg/kg 10778
EG005T: Barium 7440-39-3 10 mg/kg <10 82.5143 mg/kg 11076
EG005T: Beryllium 7440-41-7 1 mg/kg <1 96.55.63 mg/kg 11384
EG005T: Cadmium 7440-43-9 1 mg/kg <1 93.34.64 mg/kg 10876
EG005T: Chromium 7440-47-3 2 mg/kg <2 89.943.9 mg/kg 11078
EG005T: Cobalt 7440-48-4 2 mg/kg <2 92.816 mg/kg 11278
EG005T: Copper 7440-50-8 5 mg/kg <5 10332 mg/kg 10878
EG005T: Iron 7439-89-6 50 mg/kg <50 89.98400 mg/kg 11284
EG005T: Lead 7439-92-1 5 mg/kg <5 97.040 mg/kg 10678
EG005T: Manganese 7439-96-5 5 mg/kg <5 98.7130 mg/kg 11081
EG005T: Nickel 7440-02-0 2 mg/kg <2 98.055 mg/kg 10980
EG005T: Silver 7440-22-4 2 mg/kg <2 -------- --------
EG005T: Zinc 7440-66-6 5 mg/kg <5 10160.8 mg/kg 11079
ED006: Exchangeable Cations on Alkaline Soils (QCLot: 2419658)
ED006: Exchangeable Calcium ---- 0.2 meq/100g <0.2 83.733 meq/100g 12075
ED006: Exchangeable Magnesium ---- 0.2 meq/100g <0.2 77.032 meq/100g 12075
ED006: Exchangeable Potassium ---- 0.2 meq/100g <0.2 79.42.2 meq/100g 12075
ED006: Exchangeable Sodium ---- 0.2 meq/100g <0.2 86.95.6 meq/100g 12075
ED006: Cation Exchange Capacity ---- 0.2 meq/100g <0.2 -------- --------
ED006: Exchangeable Calcium Percent ---- 0.2 % <0.2 -------- --------
12 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Method Blank (MB)
Report
Laboratory Control Spike (LCS) Report
Spike Spike Recovery (%) Recovery Limits (%)
Result Concentration HighLowLCSMethod: Compound CAS Number LOR Unit
ED006: Exchangeable Cations on Alkaline Soils (QCLot: 2419658) - continued
ED006: Exchangeable Magnesium Percent ---- 0.2 % <0.2 -------- --------
ED006: Exchangeable Potassium Percent ---- 0.2 % <0.2 -------- --------
ED006: Exchangeable Sodium Percent ---- 0.2 % <0.2 -------- --------
ED006: Calcium/Magnesium Ratio ---- 0.1 - <0.1 -------- --------
ED006: Magnesium/Potassium Ratio ---- 0.1 - <0.1 -------- --------
EG035T: Total Recoverable Mercury by FIMS (QCLot: 2418363)
EG035T: Mercury 7439-97-6 0.1 mg/kg <0.1 79.22.57 mg/kg 10477
EG035T: Total Recoverable Mercury by FIMS (QCLot: 2418365)
EG035T: Mercury 7439-97-6 0.1 mg/kg <0.1 1002.57 mg/kg 10477
EG048: Hexavalent Chromium (Alkaline Digest) (QCLot: 2418400)
EG048G: Hexavalent Chromium 18540-29-9 0.5 mg/kg <0.5 78.840 mg/kg 11275
EK026SF: Total CN by Segmented Flow Analyser (QCLot: 2419260)
EK026SF: Total Cyanide 57-12-5 1 mg/kg <1 11220 mg/kg 13070
EP004: Organic Matter (QCLot: 2418443)
EP004: Organic Matter ---- 0.5 % <0.5 87.277 % 10971
EP004: Total Organic Carbon ---- 0.5 % <0.5 89.543.5 % 11173
EP066: Polychlorinated Biphenyls (PCB) (QCLot: 2418871)
EP066: Total Polychlorinated biphenyls ---- 0.1 mg/kg <0.1 1041.27 mg/kg 11563
EP068A: Organochlorine Pesticides (OC) (QCLot: 2418873)
EP068: alpha-BHC 319-84-6 0.05 mg/kg <0.05 84.50.5 mg/kg 12269
EP068: Hexachlorobenzene (HCB) 118-74-1 0.05 mg/kg <0.05 79.00.5 mg/kg 12271
EP068: beta-BHC 319-85-7 0.05 mg/kg <0.05 88.20.5 mg/kg 12172
EP068: gamma-BHC 58-89-9 0.05 mg/kg <0.05 85.00.5 mg/kg 12466
EP068: delta-BHC 319-86-8 0.05 mg/kg <0.05 85.80.5 mg/kg 12060
EP068: Heptachlor 76-44-8 0.05 mg/kg <0.05 1020.5 mg/kg 12062
EP068: Aldrin 309-00-2 0.05 mg/kg <0.05 98.40.5 mg/kg 12270
EP068: Heptachlor epoxide 1024-57-3 0.05 mg/kg <0.05 98.00.5 mg/kg 12170
EP068: trans-Chlordane 5103-74-2 0.05 mg/kg <0.05 99.30.5 mg/kg 12468
EP068: alpha-Endosulfan 959-98-8 0.05 mg/kg <0.05 1090.5 mg/kg 12471
EP068: cis-Chlordane 5103-71-9 0.05 mg/kg <0.05 1010.5 mg/kg 12271
EP068: Dieldrin 60-57-1 0.05 mg/kg <0.05 95.70.5 mg/kg 12365
EP068: 4.4`-DDE 72-55-9 0.05 mg/kg <0.05 1070.5 mg/kg 12171
EP068: Endrin 72-20-8 0.05 mg/kg <0.05 86.90.5 mg/kg 12963
EP068: beta-Endosulfan 33213-65-9 0.05 mg/kg <0.05 1100.5 mg/kg 12270
EP068: 4.4`-DDD 72-54-8 0.05 mg/kg <0.05 1050.5 mg/kg 12869
EP068: Endrin aldehyde 7421-93-4 0.05 mg/kg <0.05 89.50.5 mg/kg 12969
EP068: Endosulfan sulfate 1031-07-8 0.05 mg/kg <0.05 1100.5 mg/kg 12964
EP068: 4.4`-DDT 50-29-3 0.2 mg/kg <0.2 93.40.5 mg/kg 12962
13 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Method Blank (MB)
Report
Laboratory Control Spike (LCS) Report
Spike Spike Recovery (%) Recovery Limits (%)
Result Concentration HighLowLCSMethod: Compound CAS Number LOR Unit
EP068A: Organochlorine Pesticides (OC) (QCLot: 2418873) - continued
EP068: Endrin ketone 53494-70-5 0.05 mg/kg <0.05 1020.5 mg/kg 12376
EP068: Methoxychlor 72-43-5 0.2 mg/kg <0.2 78.00.5 mg/kg 12958
EP075(SIM)A: Phenolic Compounds (QCLot: 2418870)
EP075(SIM): Phenol 108-95-2 0.5 mg/kg <0.5 1103 mg/kg 12577
EP075(SIM): 2-Chlorophenol 95-57-8 0.5 mg/kg <0.5 1103 mg/kg 12678
EP075(SIM): 2-Methylphenol 95-48-7 0.5 mg/kg <0.5 1083 mg/kg 12577
EP075(SIM): 3- & 4-Methylphenol 1319-77-3 1 mg/kg <1 1106 mg/kg 13076
EP075(SIM): 2-Nitrophenol 88-75-5 0.5 mg/kg <0.5 96.83 mg/kg 11853
EP075(SIM): 2.4-Dimethylphenol 105-67-9 0.5 mg/kg <0.5 1083 mg/kg 12871
EP075(SIM): 2.4-Dichlorophenol 120-83-2 0.5 mg/kg <0.5 1063 mg/kg 12673
EP075(SIM): 2.6-Dichlorophenol 87-65-0 0.5 mg/kg <0.5 1073 mg/kg 12873
EP075(SIM): 4-Chloro-3-methylphenol 59-50-7 0.5 mg/kg <0.5 1033 mg/kg 12369
EP075(SIM): 2.4.6-Trichlorophenol 88-06-2 0.5 mg/kg <0.5 1023 mg/kg 12264
EP075(SIM): 2.4.5-Trichlorophenol 95-95-4 0.5 mg/kg <0.5 1043 mg/kg 12870
EP075(SIM): Pentachlorophenol 87-86-5 2 mg/kg <2 80.56 mg/kg 11320
EP075(SIM)A: Phenolic Compounds (QCLot: 2418876)
EP075(SIM): Phenol 108-95-2 0.5 mg/kg <0.5 1013 mg/kg 12577
EP075(SIM): 2-Chlorophenol 95-57-8 0.5 mg/kg <0.5 1013 mg/kg 12678
EP075(SIM): 2-Methylphenol 95-48-7 0.5 mg/kg <0.5 1003 mg/kg 12577
EP075(SIM): 3- & 4-Methylphenol 1319-77-3 1 mg/kg <1 1016 mg/kg 13076
EP075(SIM): 2-Nitrophenol 88-75-5 0.5 mg/kg <0.5 89.33 mg/kg 11853
EP075(SIM): 2.4-Dimethylphenol 105-67-9 0.5 mg/kg <0.5 98.73 mg/kg 12871
EP075(SIM): 2.4-Dichlorophenol 120-83-2 0.5 mg/kg <0.5 97.13 mg/kg 12673
EP075(SIM): 2.6-Dichlorophenol 87-65-0 0.5 mg/kg <0.5 99.03 mg/kg 12873
EP075(SIM): 4-Chloro-3-methylphenol 59-50-7 0.5 mg/kg <0.5 92.93 mg/kg 12369
EP075(SIM): 2.4.6-Trichlorophenol 88-06-2 0.5 mg/kg <0.5 94.23 mg/kg 12264
EP075(SIM): 2.4.5-Trichlorophenol 95-95-4 0.5 mg/kg <0.5 91.43 mg/kg 12870
EP075(SIM): Pentachlorophenol 87-86-5 2 mg/kg <2 92.56 mg/kg 11320
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QCLot: 2418870)
EP075(SIM): Naphthalene 91-20-3 0.5 mg/kg <0.5 1083 mg/kg 12977
EP075(SIM): Acenaphthylene 208-96-8 0.5 mg/kg <0.5 1063 mg/kg 13074
EP075(SIM): Acenaphthene 83-32-9 0.5 mg/kg <0.5 1093 mg/kg 12978
EP075(SIM): Fluorene 86-73-7 0.5 mg/kg <0.5 1083 mg/kg 12878
EP075(SIM): Phenanthrene 85-01-8 0.5 mg/kg <0.5 1103 mg/kg 13083
EP075(SIM): Anthracene 120-12-7 0.5 mg/kg <0.5 1133 mg/kg 12976
EP075(SIM): Fluoranthene 206-44-0 0.5 mg/kg <0.5 1123 mg/kg 13479
EP075(SIM): Pyrene 129-00-0 0.5 mg/kg <0.5 1123 mg/kg 13584
EP075(SIM): Benz(a)anthracene 56-55-3 0.5 mg/kg <0.5 1093 mg/kg 12572
14 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Method Blank (MB)
Report
Laboratory Control Spike (LCS) Report
Spike Spike Recovery (%) Recovery Limits (%)
Result Concentration HighLowLCSMethod: Compound CAS Number LOR Unit
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QCLot: 2418870) - continued
EP075(SIM): Chrysene 218-01-9 0.5 mg/kg <0.5 1133 mg/kg 13576
EP075(SIM): Benzo(b+j)fluoranthene 205-99-2
205-82-3
0.5 mg/kg <0.5 1013 mg/kg 12369
EP075(SIM): Benzo(k)fluoranthene 207-08-9 0.5 mg/kg <0.5 1123 mg/kg 13177
EP075(SIM): Benzo(a)pyrene 50-32-8 0.5 mg/kg <0.5 1023 mg/kg 11665
EP075(SIM): Indeno(1.2.3.cd)pyrene 193-39-5 0.5 mg/kg <0.5 1053 mg/kg 12465
EP075(SIM): Dibenz(a.h)anthracene 53-70-3 0.5 mg/kg <0.5 1043 mg/kg 12766
EP075(SIM): Benzo(g.h.i)perylene 191-24-2 0.5 mg/kg <0.5 1043 mg/kg 12465
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QCLot: 2418876)
EP075(SIM): Naphthalene 91-20-3 0.5 mg/kg <0.5 1013 mg/kg 12977
EP075(SIM): Acenaphthylene 208-96-8 0.5 mg/kg <0.5 96.03 mg/kg 13074
EP075(SIM): Acenaphthene 83-32-9 0.5 mg/kg <0.5 99.93 mg/kg 12978
EP075(SIM): Fluorene 86-73-7 0.5 mg/kg <0.5 98.63 mg/kg 12878
EP075(SIM): Phenanthrene 85-01-8 0.5 mg/kg <0.5 1023 mg/kg 13083
EP075(SIM): Anthracene 120-12-7 0.5 mg/kg <0.5 1043 mg/kg 12976
EP075(SIM): Fluoranthene 206-44-0 0.5 mg/kg <0.5 1033 mg/kg 13479
EP075(SIM): Pyrene 129-00-0 0.5 mg/kg <0.5 1063 mg/kg 13584
EP075(SIM): Benz(a)anthracene 56-55-3 0.5 mg/kg <0.5 1013 mg/kg 12572
EP075(SIM): Chrysene 218-01-9 0.5 mg/kg <0.5 1063 mg/kg 13576
EP075(SIM): Benzo(b+j)fluoranthene 205-99-2
205-82-3
0.5 mg/kg <0.5 95.13 mg/kg 12369
EP075(SIM): Benzo(k)fluoranthene 207-08-9 0.5 mg/kg <0.5 99.93 mg/kg 13177
EP075(SIM): Benzo(a)pyrene 50-32-8 0.5 mg/kg <0.5 93.23 mg/kg 11665
EP075(SIM): Indeno(1.2.3.cd)pyrene 193-39-5 0.5 mg/kg <0.5 93.63 mg/kg 12465
EP075(SIM): Dibenz(a.h)anthracene 53-70-3 0.5 mg/kg <0.5 93.23 mg/kg 12766
EP075(SIM): Benzo(g.h.i)perylene 191-24-2 0.5 mg/kg <0.5 91.43 mg/kg 12465
EP080/071: Total Petroleum Hydrocarbons (QCLot: 2418255)
EP080: C6 - C9 Fraction ---- 10 mg/kg <10 89.036 mg/kg 12761
EP080/071: Total Petroleum Hydrocarbons (QCLot: 2418872)
EP071: C10 - C14 Fraction ---- 50 mg/kg <50 80.0688 mg/kg 12272
EP071: C15 - C28 Fraction ---- 100 mg/kg <100 1033100 mg/kg 12384
EP071: C29 - C36 Fraction ---- 100 mg/kg <100 98.61490 mg/kg 11979
EP071: C10 - C36 Fraction (sum) ---- 50 mg/kg <50 -------- --------
EP080/071: Total Petroleum Hydrocarbons (QCLot: 2418877)
EP071: C10 - C14 Fraction ---- 50 mg/kg <50 101688 mg/kg 12272
EP071: C15 - C28 Fraction ---- 100 mg/kg <100 1053100 mg/kg 12384
EP071: C29 - C36 Fraction ---- 100 mg/kg <100 1011490 mg/kg 11979
EP071: C10 - C36 Fraction (sum) ---- 50 mg/kg <50 -------- --------
15 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Method Blank (MB)
Report
Laboratory Control Spike (LCS) Report
Spike Spike Recovery (%) Recovery Limits (%)
Result Concentration HighLowLCSMethod: Compound CAS Number LOR Unit
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 2418255)
EP080: C6 - C10 Fraction C6_C10 10 mg/kg <10 83.545 mg/kg 12560
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 2418872)
EP071: >C10 - C16 Fraction ---- 50 mg/kg <50 93.71050 mg/kg 12177
EP071: >C16 - C34 Fraction ---- 100 mg/kg <100 1003960 mg/kg 12183
EP071: >C34 - C40 Fraction ---- 100 mg/kg <100 85.8280 mg/kg 12365
EP071: >C10 - C40 Fraction (sum) ---- 50 mg/kg <50 -------- --------
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 2418877)
EP071: >C10 - C16 Fraction ---- 50 mg/kg <50 1031050 mg/kg 12177
EP071: >C16 - C34 Fraction ---- 100 mg/kg <100 1013960 mg/kg 12183
EP071: >C34 - C40 Fraction ---- 100 mg/kg <100 97.7280 mg/kg 12365
EP071: >C10 - C40 Fraction (sum) ---- 50 mg/kg <50 -------- --------
EP080: BTEXN (QCLot: 2418255)
EP080: Benzene 71-43-2 0.2 mg/kg <0.2 85.72 mg/kg 11963
EP080: Toluene 108-88-3 0.5 mg/kg <0.5 95.82 mg/kg 12667
EP080: Ethylbenzene 100-41-4 0.5 mg/kg <0.5 91.42 mg/kg 12466
EP080: meta- & para-Xylene 108-38-3
106-42-3
0.5 mg/kg <0.5 88.94 mg/kg 12868
EP080: ortho-Xylene 95-47-6 0.5 mg/kg <0.5 90.42 mg/kg 12873
EP080: Naphthalene 91-20-3 1 mg/kg <1 86.60.5 mg/kg 12361
Sub-Matrix: WATER Method Blank (MB)
Report
Laboratory Control Spike (LCS) Report
Spike Spike Recovery (%) Recovery Limits (%)
Result Concentration HighLowLCSMethod: Compound CAS Number LOR Unit
EG020T: Total Metals by ICP-MS (QCLot: 2418139)
EG020A-T: Arsenic 7440-38-2 0.001 mg/L <0.001 1030.1 mg/L 11090
EG020A-T: Beryllium 7440-41-7 0.001 mg/L <0.001 1020.1 mg/L 11388
EG020A-T: Barium 7440-39-3 0.001 mg/L <0.001 1040.1 mg/L 11288
EG020A-T: Cadmium 7440-43-9 0.0001 mg/L <0.0001 1090.1 mg/L 11186
EG020A-T: Chromium 7440-47-3 0.001 mg/L <0.001 1040.1 mg/L 10987
EG020A-T: Cobalt 7440-48-4 0.001 mg/L <0.001 1030.1 mg/L 11388
EG020A-T: Copper 7440-50-8 0.001 mg/L <0.001 1010.1 mg/L 10887
EG020A-T: Lead 7439-92-1 0.001 mg/L <0.001 1030.1 mg/L 10988
EG020A-T: Manganese 7439-96-5 0.001 mg/L <0.001 1050.1 mg/L 11188
EG020A-T: Nickel 7440-02-0 0.001 mg/L <0.001 1030.1 mg/L 11187
EG020A-T: Selenium 7782-49-2 0.01 mg/L <0.01 97.10.1 mg/L 11385
EG020A-T: Vanadium 7440-62-2 0.01 mg/L <0.01 1040.1 mg/L 11288
EG020A-T: Zinc 7440-66-6 0.005 mg/L <0.005 1070.1 mg/L 11387
EG020A-T: Boron 7440-42-8 0.05 mg/L <0.05 1100.5 mg/L 11888
EG035T: Total Recoverable Mercury by FIMS (QCLot: 2416788)
16 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: WATER Method Blank (MB)
Report
Laboratory Control Spike (LCS) Report
Spike Spike Recovery (%) Recovery Limits (%)
Result Concentration HighLowLCSMethod: Compound CAS Number LOR Unit
EG035T: Total Recoverable Mercury by FIMS (QCLot: 2416788) - continued
EG035T: Mercury 7439-97-6 0.0001 mg/L <0.0001 97.50.01 mg/L 11576
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QCLot: 2415376)
EP075(SIM): Naphthalene 91-20-3 1 µg/L <1.0 72.45 µg/L 11048
EP075(SIM): Acenaphthylene 208-96-8 1 µg/L <1.0 78.65 µg/L 11750
EP075(SIM): Acenaphthene 83-32-9 1 µg/L <1.0 79.15 µg/L 11753
EP075(SIM): Fluorene 86-73-7 1 µg/L <1.0 80.75 µg/L 11854
EP075(SIM): Phenanthrene 85-01-8 1 µg/L <1.0 88.35 µg/L 11959
EP075(SIM): Anthracene 120-12-7 1 µg/L <1.0 89.15 µg/L 11351
EP075(SIM): Fluoranthene 206-44-0 1 µg/L <1.0 89.65 µg/L 12061
EP075(SIM): Pyrene 129-00-0 1 µg/L <1.0 89.85 µg/L 12056
EP075(SIM): Benz(a)anthracene 56-55-3 1 µg/L <1.0 92.65 µg/L 12053
EP075(SIM): Chrysene 218-01-9 1 µg/L <1.0 89.75 µg/L 12257
EP075(SIM): Benzo(b+j)fluoranthene 205-99-2
205-82-3
1 µg/L <1.0 97.65 µg/L 13156
EP075(SIM): Benzo(k)fluoranthene 207-08-9 1 µg/L <1.0 97.25 µg/L 12459
EP075(SIM): Benzo(a)pyrene 50-32-8 0.5 µg/L <0.5 98.45 µg/L 12454
EP075(SIM): Indeno(1.2.3.cd)pyrene 193-39-5 1 µg/L <1.0 94.75 µg/L 12455
EP075(SIM): Dibenz(a.h)anthracene 53-70-3 1 µg/L <1.0 96.45 µg/L 12454
EP075(SIM): Benzo(g.h.i)perylene 191-24-2 1 µg/L <1.0 95.25 µg/L 12456
EP080/071: Total Petroleum Hydrocarbons (QCLot: 2415377)
EP071: C10 - C14 Fraction ---- 50 µg/L <50 77.04030 µg/L 12950
EP071: C15 - C28 Fraction ---- 100 µg/L <100 92.815600 µg/L 13255
EP071: C29 - C36 Fraction ---- 50 µg/L <50 85.27820 µg/L 13055
EP080/071: Total Petroleum Hydrocarbons (QCLot: 2417883)
EP080: C6 - C9 Fraction ---- 20 µg/L <20 104360 µg/L 12665
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 2415377)
EP071: >C10 - C16 Fraction ---- 100 µg/L <100 80.65960 µg/L 12953
EP071: >C16 - C34 Fraction ---- 100 µg/L <100 85.320700 µg/L 13156
EP071: >C34 - C40 Fraction ---- 100 µg/L <100 85.61520 µg/L 13653
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 2417883)
EP080: C6 - C10 Fraction C6_C10 20 µg/L <20 102450 µg/L 12464
EP080: BTEXN (QCLot: 2417883)
EP080: Benzene 71-43-2 1 µg/L <1 10820 µg/L 12369
EP080: Toluene 108-88-3 2 µg/L <2 10820 µg/L 12473
EP080: Ethylbenzene 100-41-4 2 µg/L <2 11120 µg/L 12571
EP080: meta- & para-Xylene 108-38-3
106-42-3
2 µg/L <2 10740 µg/L 12972
EP080: ortho-Xylene 95-47-6 2 µg/L <2 10820 µg/L 12976
17 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: WATER Method Blank (MB)
Report
Laboratory Control Spike (LCS) Report
Spike Spike Recovery (%) Recovery Limits (%)
Result Concentration HighLowLCSMethod: Compound CAS Number LOR Unit
EP080: BTEXN (QCLot: 2417883) - continued
EP080: Naphthalene 91-20-3 5 µg/L <5 96.35 µg/L 12570
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
SpikeRecovery(%) Recovery Limits (%)Spike
HighLowMSConcentrationLaboratory sample ID Client sample ID Method: Compound CAS Number
EG005(ED093)T: Total Metals by ICP-AES (QCLot: 2418362)
Anonymous EM1909371-004 7440-38-2EG005T: Arsenic 88.850 mg/kg 12478
7440-39-3EG005T: Barium 95.250 mg/kg 13571
7440-41-7EG005T: Beryllium 96.050 mg/kg 12585
7440-43-9EG005T: Cadmium 94.350 mg/kg 11684
7440-47-3EG005T: Chromium 97.650 mg/kg 12179
7440-50-8EG005T: Copper 10250 mg/kg 12482
7439-92-1EG005T: Lead 90.950 mg/kg 12476
7439-96-5EG005T: Manganese 98.950 mg/kg 13668
7440-02-0EG005T: Nickel 93.350 mg/kg 12078
7440-66-6EG005T: Zinc 10350 mg/kg 12874
EG005(ED093)T: Total Metals by ICP-AES (QCLot: 2418364)
TP03-02 EM1909466-016 7440-38-2EG005T: Arsenic 91.350 mg/kg 12478
7440-39-3EG005T: Barium 81.050 mg/kg 13571
7440-43-9EG005T: Cadmium 99.750 mg/kg 11684
7440-47-3EG005T: Chromium 10450 mg/kg 12179
7440-50-8EG005T: Copper 92.750 mg/kg 12482
7439-92-1EG005T: Lead 83.650 mg/kg 12476
7440-02-0EG005T: Nickel 95.650 mg/kg 12078
7440-66-6EG005T: Zinc 94.050 mg/kg 12874
EG035T: Total Recoverable Mercury by FIMS (QCLot: 2418363)
Anonymous EM1909371-004 7439-97-6EG035T: Mercury 82.60.5 mg/kg 11676
EG035T: Total Recoverable Mercury by FIMS (QCLot: 2418365)
TP03-02 EM1909466-016 7439-97-6EG035T: Mercury 80.30.5 mg/kg 11676
EG048: Hexavalent Chromium (Alkaline Digest) (QCLot: 2418400)
SP03 EM1909466-011 18540-29-9EG048G: Hexavalent Chromium 70.640 mg/kg 11458
EK026SF: Total CN by Segmented Flow Analyser (QCLot: 2419260)
Anonymous EM1909389-001 57-12-5EK026SF: Total Cyanide 85.420 mg/kg 13070
18 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Matrix Spike (MS) Report
SpikeRecovery(%) Recovery Limits (%)Spike
HighLowMSConcentrationLaboratory sample ID Client sample ID Method: Compound CAS Number
EP004: Organic Matter (QCLot: 2418443)
Anonymous EM1909421-001 ----EP004: Organic Matter 83.40.95608 % 12070
----EP004: Total Organic Carbon 83.30.55452 % 12070
EP066: Polychlorinated Biphenyls (PCB) (QCLot: 2418871)
SP03 EM1909466-011 ----EP066: Total Polychlorinated biphenyls 1061.27 mg/kg 14444
EP068A: Organochlorine Pesticides (OC) (QCLot: 2418873)
SP03 EM1909466-011 58-89-9EP068: gamma-BHC 85.30.5 mg/kg 13922
76-44-8EP068: Heptachlor 95.40.5 mg/kg 13018
309-00-2EP068: Aldrin 82.90.5 mg/kg 13623
60-57-1EP068: Dieldrin 1070.5 mg/kg 13642
72-20-8EP068: Endrin 94.90.5 mg/kg 14623
50-29-3EP068: 4.4`-DDT 71.00.5 mg/kg 13320
EP075(SIM)A: Phenolic Compounds (QCLot: 2418870)
TP02-02 EM1909466-004 108-95-2EP075(SIM): Phenol 1013 mg/kg 11763
95-57-8EP075(SIM): 2-Chlorophenol 97.93 mg/kg 12365
88-75-5EP075(SIM): 2-Nitrophenol 93.93 mg/kg 13440
59-50-7EP075(SIM): 4-Chloro-3-methylphenol 87.83 mg/kg 12256
87-86-5EP075(SIM): Pentachlorophenol 65.43 mg/kg 13915
EP075(SIM)A: Phenolic Compounds (QCLot: 2418876)
Anonymous EM1909356-002 108-95-2EP075(SIM): Phenol 1023 mg/kg 11763
95-57-8EP075(SIM): 2-Chlorophenol 98.43 mg/kg 12365
88-75-5EP075(SIM): 2-Nitrophenol 73.63 mg/kg 13440
59-50-7EP075(SIM): 4-Chloro-3-methylphenol 94.93 mg/kg 12256
87-86-5EP075(SIM): Pentachlorophenol 37.13 mg/kg 13915
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QCLot: 2418870)
TP02-02 EM1909466-004 83-32-9EP075(SIM): Acenaphthene 99.53 mg/kg 11767
129-00-0EP075(SIM): Pyrene 99.23 mg/kg 14852
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QCLot: 2418876)
Anonymous EM1909356-002 83-32-9EP075(SIM): Acenaphthene 98.83 mg/kg 11767
129-00-0EP075(SIM): Pyrene 1013 mg/kg 14852
EP080/071: Total Petroleum Hydrocarbons (QCLot: 2418255)
Anonymous EM1909301-007 ----EP080: C6 - C9 Fraction 62.028 mg/kg 13142
EP080/071: Total Petroleum Hydrocarbons (QCLot: 2418872)
SP02 EM1909466-010 ----EP071: C10 - C14 Fraction 100688 mg/kg 12353
----EP071: C15 - C28 Fraction 1033100 mg/kg 12470
----EP071: C29 - C36 Fraction 97.71490 mg/kg 11864
EP080/071: Total Petroleum Hydrocarbons (QCLot: 2418877)
19 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: SOIL Matrix Spike (MS) Report
SpikeRecovery(%) Recovery Limits (%)Spike
HighLowMSConcentrationLaboratory sample ID Client sample ID Method: Compound CAS Number
EP080/071: Total Petroleum Hydrocarbons (QCLot: 2418877) - continued
Anonymous EM1909356-003 ----EP071: C10 - C14 Fraction 106688 mg/kg 12353
----EP071: C15 - C28 Fraction 1063100 mg/kg 12470
----EP071: C29 - C36 Fraction 1021490 mg/kg 11864
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 2418255)
Anonymous EM1909301-007 C6_C10EP080: C6 - C10 Fraction 60.533 mg/kg 12939
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 2418872)
SP02 EM1909466-010 ----EP071: >C10 - C16 Fraction 1051050 mg/kg 12365
----EP071: >C16 - C34 Fraction 1013960 mg/kg 12167
----EP071: >C34 - C40 Fraction 82.6280 mg/kg 12644
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 2418877)
Anonymous EM1909356-003 ----EP071: >C10 - C16 Fraction 1091050 mg/kg 12365
----EP071: >C16 - C34 Fraction 99.63960 mg/kg 12167
----EP071: >C34 - C40 Fraction 122280 mg/kg 12644
EP080: BTEXN (QCLot: 2418255)
Anonymous EM1909301-007 71-43-2EP080: Benzene 72.62 mg/kg 13650
108-88-3EP080: Toluene 79.22 mg/kg 13956
Sub-Matrix: WATER Matrix Spike (MS) Report
SpikeRecovery(%) Recovery Limits (%)Spike
HighLowMSConcentrationLaboratory sample ID Client sample ID Method: Compound CAS Number
EG020T: Total Metals by ICP-MS (QCLot: 2418139)
Anonymous EM1909311-042 7440-38-2EG020A-T: Arsenic 98.61 mg/L 11882
7440-41-7EG020A-T: Beryllium 1051 mg/L 12179
7440-39-3EG020A-T: Barium 96.21 mg/L 11480
7440-43-9EG020A-T: Cadmium 97.60.25 mg/L 12975
7440-47-3EG020A-T: Chromium 1041 mg/L 11880
7440-48-4EG020A-T: Cobalt 1021 mg/L 12082
7440-50-8EG020A-T: Copper 91.61 mg/L 11581
7439-92-1EG020A-T: Lead 97.51 mg/L 12183
7439-96-5EG020A-T: Manganese 1051 mg/L 12373
7440-02-0EG020A-T: Nickel 93.61 mg/L 11880
7440-62-2EG020A-T: Vanadium 1081 mg/L 11981
7440-66-6EG020A-T: Zinc 92.31 mg/L 11674
EG035T: Total Recoverable Mercury by FIMS (QCLot: 2416788)
Anonymous EM1909344-001 7439-97-6EG035T: Mercury 1020.01 mg/L 13070
EP080/071: Total Petroleum Hydrocarbons (QCLot: 2417883)
Anonymous EM1909360-001 ----EP080: C6 - C9 Fraction 85.8280 µg/L 12543
20 of 20:Page
Work Order :
:Client
EM1909466
LBW CO PTY LTD
191091:Project
Sub-Matrix: WATER Matrix Spike (MS) Report
SpikeRecovery(%) Recovery Limits (%)Spike
HighLowMSConcentrationLaboratory sample ID Client sample ID Method: Compound CAS Number
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 2417883)
Anonymous EM1909360-001 C6_C10EP080: C6 - C10 Fraction 80.7330 µg/L 12244
EP080: BTEXN (QCLot: 2417883)
Anonymous EM1909360-001 71-43-2EP080: Benzene 10720 µg/L 13068
108-88-3EP080: Toluene 10320 µg/L 13272
0 0.00 True
Environmental
CERTIFICATE OF ANALYSISWork Order : Page : 1 of 5EM1910662
:: LaboratoryClient LBW CO PTY LTD Environmental Division Melbourne
: :ContactContact MARK PETERSON Kieren Burns
:: AddressAddress 184 MAGILL ROAD
NORWOOD SA, AUSTRALIA 5067
4 Westall Rd Springvale VIC Australia 3171
:Telephone ---- :Telephone +61881625130
:Project 191091 Date Samples Received : 18-Jun-2019 10:10
:Order number ---- Date Analysis Commenced : 08-Jul-2019
:C-O-C number ---- Issue Date : 12-Jul-2019 17:08
Sampler : ----
Site : ----
Quote number : ADBQ-001-18 PRIMARY WORK ONLY
4:No. of samples received
4:No. of samples analysed
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 Comments
l Analytical Results
l 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 Accreditation CategoryPosition
Dilani Fernando Senior Inorganic Chemist Melbourne Inorganics, Springvale, VIC
Nancy Wang 2IC Organic Chemist Melbourne Organics, Springvale, VIC
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
2 of 5:Page
Work Order :
:Client
EM1910662
191091:Project
LBW CO PTY LTD
General Comments
The 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 processing
purposes.
Where a result is required to meet compliance limits the associated uncertainty must be considered. Refer to the ALS Contact for details.
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 reporting
ø = ALS is not NATA accredited for these tests.
~ = Indicates an estimated value.
Key :
Benzo(a)pyrene Toxicity Equivalent Quotient (TEQ) per the NEPM (2013) 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.
l
This is a rebatch of EM1909466.l
3 of 5:Page
Work Order :
:Client
EM1910662
191091:Project
LBW CO PTY LTD
Analytical Results
----SP04SP03TP02-03TP02-02Client sample IDSub-Matrix: ASLP LEACHATE
(Matrix: WATER)
----14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
--------EM1910662-004EM1910662-003EM1910662-002EM1910662-001UnitLORCAS NumberCompound
Result Result Result Result ----
EG005(ED093)C: Leachable Metals by ICPAES
<0.1Copper ---- ---- ---- ----mg/L0.17440-50-8
----Lead <0.1 ---- ---- ----mg/L0.17439-92-1
1.0Manganese ---- ---- ---- ----mg/L0.17439-96-5
----Zinc 1.6 1.3 ---- ----mg/L0.17440-66-6
EG035C: Leachable Mercury by FIMS
----Mercury ---- ---- <0.0010 ----mg/L0.00107439-97-6
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons
----Naphthalene <1.0 ---- ---- ----µg/L1.091-20-3
----Acenaphthylene <1.0 ---- ---- ----µg/L1.0208-96-8
----Acenaphthene <1.0 ---- ---- ----µg/L1.083-32-9
----Fluorene <1.0 ---- ---- ----µg/L1.086-73-7
----Phenanthrene <1.0 ---- ---- ----µg/L1.085-01-8
----Anthracene <1.0 ---- ---- ----µg/L1.0120-12-7
----Fluoranthene <1.0 ---- ---- ----µg/L1.0206-44-0
----Pyrene <1.0 ---- ---- ----µg/L1.0129-00-0
----Benz(a)anthracene <1.0 ---- ---- ----µg/L1.056-55-3
----Chrysene <1.0 ---- ---- ----µg/L1.0218-01-9
----Benzo(b+j)fluoranthene <1.0 ---- ---- ----µg/L1.0205-99-2 205-82-3
----Benzo(k)fluoranthene <1.0 ---- ---- ----µg/L1.0207-08-9
----Benzo(a)pyrene <0.5 ---- ---- ----µg/L0.550-32-8
----Indeno(1.2.3.cd)pyrene <1.0 ---- ---- ----µg/L1.0193-39-5
----Dibenz(a.h)anthracene <1.0 ---- ---- ----µg/L1.053-70-3
----Benzo(g.h.i)perylene <1.0 ---- ---- ----µg/L1.0191-24-2
----^ <0.5 ---- ---- ----µg/L0.5----Sum of polycyclic aromatic hydrocarbons
----^ <0.5 ---- ---- ----µg/L0.5----Benzo(a)pyrene TEQ (zero)
EP075(SIM)T: PAH Surrogates
----2-Fluorobiphenyl 75.8 ---- ---- ----%1.0321-60-8
----Anthracene-d10 99.2 ---- ---- ----%1.01719-06-8
----4-Terphenyl-d14 103 ---- ---- ----%1.01718-51-0
4 of 5:Page
Work Order :
:Client
EM1910662
191091:Project
LBW CO PTY LTD
Analytical Results
----SP04SP03TP02-03TP02-02Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
----14-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:0014-Jun-2019 00:00Client sampling date / time
--------EM1910662-004EM1910662-003EM1910662-002EM1910662-001UnitLORCAS NumberCompound
Result Result Result Result ----
EN60: ASLP Leaching Procedure
9.5 8.9 8.4 8.0 ----pH Unit0.1----Initial pH
1.7 1.4 1.7 1.6 ----pH Unit0.1----After HCl pH
5.0 5.0 5.0 5.0 ----pH Unit0.1----Extraction Fluid pH
5.5 5.5 4.8 4.8 ----pH Unit0.1----Final pH
5 of 5:Page
Work Order :
:Client
EM1910662
191091:Project
LBW CO PTY LTD
Surrogate Control Limits
Recovery Limits (%)Sub-Matrix: ASLP LEACHATE
Compound CAS Number Low High
EP075(SIM)T: PAH Surrogates
2-Fluorobiphenyl 321-60-8 36 114
Anthracene-d10 1719-06-8 51 119
4-Terphenyl-d14 1718-51-0 49 127
False
2 2.00True
Environmental
QUALITY CONTROL REPORTWork Order : EM1910662 Page : 1 of 4
:: LaboratoryClient Environmental Division MelbourneLBW CO PTY LTD
:Contact MARK PETERSON :Contact Kieren Burns
:Address 184 MAGILL ROAD
NORWOOD SA, AUSTRALIA 5067
Address : 4 Westall Rd Springvale VIC Australia 3171
::Telephone ---- +61881625130:Telephone
:Project 191091 Date Samples Received : 18-Jun-2019
:Order number ---- Date Analysis Commenced : 08-Jul-2019
:C-O-C number ---- Issue Date : 12-Jul-2019
Sampler : ----
Site : ----
Quote number : ADBQ-001-18 PRIMARY WORK ONLY
No. of samples received 4:
No. of samples analysed 4:
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 Limits
l Method Blank (MB) and Laboratory Control Spike (LCS) Report ; Recovery and Acceptance Limits
l 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 Accreditation CategoryPosition
Dilani Fernando Senior Inorganic Chemist Melbourne Inorganics, Springvale, VIC
Nancy Wang 2IC Organic Chemist Melbourne Organics, Springvale, VIC
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
2 of 4:Page
Work Order :
:Client
EM1910662
LBW CO PTY LTD
191091:Project
General Comments
The 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.
Anonymous = Refers to samples which are not specifically part of this work order but formed part of the QC process lot
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
RPD = Relative Percentage Difference
# = Indicates failed QC
Key :
Laboratory Duplicate (DUP) Report
The quality control term Laboratory Duplicate refers to a randomly selected intralaboratory split. Laboratory duplicates provide information regarding method precision and sample heterogeneity. The permitted ranges
for 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: WATER Laboratory Duplicate (DUP) Report
Original Result RPD (%)Laboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit Duplicate Result Recovery Limits (%)
EG005(ED093)C: Leachable Metals by ICPAES (QC Lot: 2454423)
EG005C: Copper 7440-50-8 0.1 mg/L <0.1 <0.1 0.00 No LimitAnonymous EM1910538-002
EG005C: Lead 7439-92-1 0.1 mg/L <0.1 <0.1 0.00 No Limit
EG005C: Manganese 7439-96-5 0.1 mg/L 0.3 0.3 0.00 No Limit
EG005C: Zinc 7440-66-6 0.1 mg/L 0.5 0.5 0.00 No Limit
EG005(ED093)C: Leachable Metals by ICPAES (QC Lot: 2462407)
EG005C: Copper 7440-50-8 0.1 mg/L <0.1 <0.1 0.00 No LimitTP02-02 EM1910662-001
EG005C: Lead 7439-92-1 0.1 mg/L 0.2 0.2 0.00 No Limit
EG005C: Manganese 7439-96-5 0.1 mg/L 1.0 1.0 0.00 0% - 50%
EG005C: Zinc 7440-66-6 0.1 mg/L 1.4 1.4 0.00 0% - 50%
EG035C: Leachable Mercury by FIMS (QC Lot: 2462674)
EG035C: Mercury 7439-97-6 0.0001 mg/L <0.0010 <0.0010 0.00 No LimitSP04 EM1910662-004
3 of 4:Page
Work Order :
:Client
EM1910662
LBW CO PTY LTD
191091:Project
Method Blank (MB) and Laboratory Control Spike (LCS) Report
The 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: WATER Method Blank (MB)
Report
Laboratory Control Spike (LCS) Report
Spike Spike Recovery (%) Recovery Limits (%)
Result Concentration HighLowLCSMethod: Compound CAS Number LOR Unit
EG005(ED093)C: Leachable Metals by ICPAES (QCLot: 2454423)
EG005C: Copper 7440-50-8 0.1 mg/L <0.1 98.81 mg/L 11588
EG005C: Lead 7439-92-1 0.1 mg/L <0.1 90.91 mg/L 11388
EG005C: Manganese 7439-96-5 0.1 mg/L <0.1 1041 mg/L 11488
EG005C: Zinc 7440-66-6 0.1 mg/L <0.1 95.21 mg/L 11487
EG005(ED093)C: Leachable Metals by ICPAES (QCLot: 2462407)
EG005C: Copper 7440-50-8 0.1 mg/L <0.1 95.41 mg/L 11588
EG005C: Lead 7439-92-1 0.1 mg/L <0.1 1061 mg/L 11388
EG005C: Manganese 7439-96-5 0.1 mg/L <0.1 1031 mg/L 11488
EG005C: Zinc 7440-66-6 0.1 mg/L <0.1 1061 mg/L 11487
EG035C: Leachable Mercury by FIMS (QCLot: 2462674)
EG035C: Mercury 7439-97-6 0.0001 mg/L <0.0001 89.80.01 mg/L 11577
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QCLot: 2454293)
EP075(SIM): Naphthalene 91-20-3 1 µg/L <3 64.75 µg/L 11048
EP075(SIM): Acenaphthylene 208-96-8 1 µg/L <1.0 90.45 µg/L 11750
EP075(SIM): Acenaphthene 83-32-9 1 µg/L <1.0 96.25 µg/L 11753
EP075(SIM): Fluorene 86-73-7 1 µg/L <1.0 98.25 µg/L 11854
EP075(SIM): Phenanthrene 85-01-8 1 µg/L <1.0 1125 µg/L 11959
EP075(SIM): Anthracene 120-12-7 1 µg/L <1.0 1125 µg/L 11351
EP075(SIM): Fluoranthene 206-44-0 1 µg/L <1.0 1065 µg/L 12061
EP075(SIM): Pyrene 129-00-0 1 µg/L <1.0 1075 µg/L 12056
EP075(SIM): Benz(a)anthracene 56-55-3 1 µg/L <1.0 1085 µg/L 12053
EP075(SIM): Chrysene 218-01-9 1 µg/L <1.0 1105 µg/L 12257
EP075(SIM): Benzo(b+j)fluoranthene 205-99-2
205-82-3
1 µg/L <1.0 88.95 µg/L 13156
EP075(SIM): Benzo(k)fluoranthene 207-08-9 1 µg/L <1.0 93.45 µg/L 12459
EP075(SIM): Benzo(a)pyrene 50-32-8 0.5 µg/L <0.5 91.25 µg/L 12454
EP075(SIM): Indeno(1.2.3.cd)pyrene 193-39-5 1 µg/L <1.0 1005 µg/L 12455
EP075(SIM): Dibenz(a.h)anthracene 53-70-3 1 µg/L <1.0 99.35 µg/L 12454
EP075(SIM): Benzo(g.h.i)perylene 191-24-2 1 µg/L <1.0 1035 µg/L 12456
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.
4 of 4:Page
Work Order :
:Client
EM1910662
LBW CO PTY LTD
191091:Project
Sub-Matrix: WATER Matrix Spike (MS) Report
SpikeRecovery(%) Recovery Limits (%)Spike
HighLowMSConcentrationLaboratory sample ID Client sample ID Method: Compound CAS Number
EG005(ED093)C: Leachable Metals by ICPAES (QCLot: 2454423)
Anonymous EM1910538-004 7440-50-8EG005C: Copper 1131 mg/L 12191
7439-92-1EG005C: Lead 92.81 mg/L 11886
7439-96-5EG005C: Manganese 1031 mg/L 11985
7440-66-6EG005C: Zinc 89.31 mg/L 12385
EG005(ED093)C: Leachable Metals by ICPAES (QCLot: 2462407)
SP03 EM1910662-003 7440-50-8EG005C: Copper 1031 mg/L 12191
7439-92-1EG005C: Lead 98.81 mg/L 11886
7439-96-5EG005C: Manganese 1011 mg/L 11985
7440-66-6EG005C: Zinc 92.01 mg/L 12385
True
Environmental
QA/QC Compliance Assessment to assist with Quality ReviewWork Order : EM1910662 Page : 1 of 5
:: LaboratoryClient Environmental Division MelbourneLBW CO PTY LTD
:Contact MARK PETERSON Telephone : +61881625130
:Project 191091 Date Samples Received : 18-Jun-2019
Site : ---- Issue Date : 12-Jul-2019
----:Sampler No. of samples received : 4
:Order number ---- No. of samples analysed : 4
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 Outliers
Outliers : 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 Compliance
l Analysis Holding Time Outliers exist - please see following pages for full details.
Outliers : Frequency of Quality Control Samples
l Quality Control Sample Frequency Outliers exist - please see following pages for full details.
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
2 of 5:Page
Work Order :
:Client
EM1910662
LBW CO PTY LTD
191091:Project
Outliers : Analysis Holding Time Compliance
Matrix: SOIL
AnalysisExtraction / Preparation
Date analysedDate extractedContainer / Client Sample ID(s) Days
overdue
Days
overdue
Due for extraction Due for analysis
Method
EN60: ASLP Leaching Procedure
Non-Volatile Leach: 14 day HT(e.g. SV organics)
----28-Jun-2019TP02-03 ----08-Jul-2019 10 ----
Outliers : Frequency of Quality Control Samples
Matrix: WATER
Quality Control SpecificationQuality Control Sample Type
Method ExpectedQC Regular Actual
Rate (%)Quality Control Sample Type Count
Laboratory Duplicates (DUP)
NEPM 2013 B3 & ALS QC StandardPAH/Phenols (GC/MS - SIM) 0.00 10.000 13
Matrix Spikes (MS)
NEPM 2013 B3 & ALS QC StandardLeachable Mercury by FIMS 0.00 5.000 1
NEPM 2013 B3 & ALS QC StandardPAH/Phenols (GC/MS - SIM) 0.00 5.000 13
Analysis Holding Time Compliance
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.
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: organics
14 days, mercury 28 days & other metals 180 days. A recorded breach does not guarantee a breach for all non-volatile parameters.
If 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.
Matrix: SOIL Evaluation: û = Holding time breach ; ü = Within holding time.
AnalysisExtraction / PreparationSample DateMethod
EvaluationDue for analysisDate analysedEvaluationDue for extractionDate extractedContainer / Client Sample ID(s)
EN60: ASLP Leaching Procedure
Non-Volatile Leach: 14 day HT(e.g. SV organics) (EN60a)
TP02-03 ----28-Jun-2019 ----08-Jul-201914-Jun-2019 û ----
Non-Volatile Leach: 180 day HT (e.g. PFAS, metals ex.Hg) (EN60a)
TP02-02, SP03 ----11-Dec-2019 ----11-Jul-201914-Jun-2019 ü ----
Non-Volatile Leach: 28 day HT(e.g. Hg, CrVI) (EN60a)
SP04 ----12-Jul-2019 ----11-Jul-201914-Jun-2019 ü ----
Matrix: WATER Evaluation: û = Holding time breach ; ü = Within holding time.
AnalysisExtraction / PreparationSample DateMethod
EvaluationDue for analysisDate analysedEvaluationDue for extractionDate extractedContainer / Client Sample ID(s)
3 of 5:Page
Work Order :
:Client
EM1910662
LBW CO PTY LTD
191091:Project
Matrix: WATER Evaluation: û = Holding time breach ; ü = Within holding time.
AnalysisExtraction / PreparationSample DateMethod
EvaluationDue for analysisDate analysedEvaluationDue for extractionDate extractedContainer / Client Sample ID(s)
EG005(ED093)C: Leachable Metals by ICPAES
Clear Plastic Bottle - Nitric Acid; Unfiltered (EG005C)
TP02-03 04-Jan-202004-Jan-2020 09-Jul-201909-Jul-201908-Jul-2019 ü üClear Plastic Bottle - Nitric Acid; Unfiltered (EG005C)
TP02-02, SP03 07-Jan-202007-Jan-2020 12-Jul-201912-Jul-201911-Jul-2019 ü üEG035C: Leachable Mercury by FIMS
Clear Plastic Bottle - Nitric Acid; Unfiltered (EG035C)
SP04 08-Aug-2019---- 12-Jul-2019----11-Jul-2019 ---- üEP075(SIM)B: Polynuclear Aromatic Hydrocarbons
Amber Glass Bottle - Unpreserved (EP075(SIM))
TP02-03 19-Aug-201915-Jul-2019 10-Jul-201910-Jul-201908-Jul-2019 ü ü
4 of 5:Page
Work Order :
:Client
EM1910662
LBW CO PTY LTD
191091:Project
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 to
the expected rate. A listing of breaches is provided in the Summary of Outliers.
Matrix: WATER Evaluation: û = Quality Control frequency not within specification ; ü = Quality Control frequency within specification.
Quality Control SpecificationQuality Control Sample Type
ExpectedQC Regular Actual
Rate (%)Quality Control Sample Type CountEvaluationAnalytical Methods Method
Laboratory Duplicates (DUP)
NEPM 2013 B3 & ALS QC Standard 100.00 10.001 1 üLeachable Mercury by FIMS EG035C
NEPM 2013 B3 & ALS QC Standard 18.18 10.002 11 üLeachable Metals by ICPAES EG005C
NEPM 2013 B3 & ALS QC Standard 0.00 10.000 13 ûPAH/Phenols (GC/MS - SIM) EP075(SIM)
Laboratory Control Samples (LCS)
NEPM 2013 B3 & ALS QC Standard 100.00 5.001 1 üLeachable Mercury by FIMS EG035C
NEPM 2013 B3 & ALS QC Standard 18.18 5.002 11 üLeachable Metals by ICPAES EG005C
NEPM 2013 B3 & ALS QC Standard 7.69 5.001 13 üPAH/Phenols (GC/MS - SIM) EP075(SIM)
Method Blanks (MB)
NEPM 2013 B3 & ALS QC Standard 100.00 5.001 1 üLeachable Mercury by FIMS EG035C
NEPM 2013 B3 & ALS QC Standard 18.18 5.002 11 üLeachable Metals by ICPAES EG005C
NEPM 2013 B3 & ALS QC Standard 7.69 5.001 13 üPAH/Phenols (GC/MS - SIM) EP075(SIM)
Matrix Spikes (MS)
NEPM 2013 B3 & ALS QC Standard 0.00 5.000 1 ûLeachable Mercury by FIMS EG035C
NEPM 2013 B3 & ALS QC Standard 18.18 5.002 11 üLeachable Metals by ICPAES EG005C
NEPM 2013 B3 & ALS QC Standard 0.00 5.000 13 ûPAH/Phenols (GC/MS - SIM) EP075(SIM)
5 of 5:Page
Work Order :
:Client
EM1910662
LBW CO PTY LTD
191091:Project
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 DescriptionsMatrixMethod
In house: referenced to APHA 3120; USEPA SW 846 - 6010: The ICPAES technique ionises leachate sample
atoms emitting a characteristic spectrum. This spectrum is then compared against matrix matched standards for
quantification. This method is compliant with NEPM (2013) Schedule B(3)
Leachable Metals by ICPAES EG005C SOIL
In house: Referenced to AS 3550, APHA 3112 Hg - B (Flow-injection (SnCl2)(Cold Vapour generation) AAS)
FIM-AAS is an automated flameless atomic absorption technique. A bromate/bromide reagent is used to oxidise
any organic mercury compounds in the TCLP solution. The ionic mercury is reduced online to atomic mercury
vapour by SnCl2 which is then purged into a heated quartz cell. Quantification is by comparing absorbance
against a calibration curve. This method is compliant with NEPM (2013) Schedule B(3)
Leachable Mercury by FIMS EG035C SOIL
In house: Referenced to USEPA SW 846 - 8270D Sample extracts are analysed by Capillary GC/MS in SIM Mode
and quantification is by comparison against an established 5 point calibration curve. This method is compliant
with NEPM (2013) Schedule B(3)
PAH/Phenols (GC/MS - SIM) EP075(SIM) SOIL
Preparation Methods Method DescriptionsMatrixMethod
In house: Referenced to USEPA SW846-3005. Method 3005 is a Nitric/Hydrochloric acid digestion procedure
used to prepare surface and ground water samples for analysis by ICPAES or ICPMS. This method is compliant
with NEPM (2013) Schedule B(3)
Digestion for Total Recoverable Metals
in TCLP Leachate
EN25C SOIL
In house QWI-EN/60 referenced to AS4439.3 Preparation of LeachatesASLP for Non & Semivolatile Analytes EN60a SOIL
In house: Referenced to USEPA SW 846 - 3510B 100 mL to 1L of sample is transferred to a separatory funnel
and serially extracted three times using DCM for each extract. The resultant extracts are combined, dehydrated
and concentrated for analysis. This method is compliant with NEPM (2013) Schedule B(3) . ALS default excludes
sediment which may be resident in the container.
Separatory Funnel Extraction of Liquids ORG14 SOIL
www.envirolab.com.au
ph 03 9763 2500 fax 03 9763 2633
25 Research Drive Croydon South VIC 3136
ABN 37 112 535 645 - 002
Envirolab Services Pty Ltd
DATA QUALITY ASSESSMENT SUMMARY
25/06/2019Date Issued
191091 - Cowan Street Angle Park PSIProject Reference
LBW CO PTY LTDClient ID
17155Envirolab Report Reference
Report Details
All laboratory QC data was within the Envirolab Group's specifications.
QC DATA
All preservation / holding times (based on AS/ASPHA/ISO/NEPM/USEPA reference documents and standards) are compliant.
HOLDING TIME COMPLIANCE EVALUATION
Certain analyses have had their recommended technical holding times elongated by filtering and/or freezing on receipt at the laboratory(e.g. BOD, chlorophyll/Pheophytin, nutrients and acid sulphate soil tests).
Internal laboratory QC rate complies with NEPM requirements (LCS/MB/MS 1 in 20, Duplicates 1 in 10 samples). Note, samples arebatched together with other sample consignments in order to assign QC sample frequency.
COMPLIANCE TO QC FREQUENCY (NEPM)
Refer to Certificate of Analysis for all Quality Control data.
PMatrix spike(s) was performed as per NEPM frequency
PA Method Blank was performed with the samples received
PLaboratory Control Sample(s) were analysed with the samples received
PDuplicate(s) was performed as per NEPM frequency
QC Evaluation
1 of 1Page |