Preliminary Salinity Assessment: s Lot 1 DP 1225803, · Preliminary Salinity Assessment: Lot 1 DP 1225803 Hanson Concrete Batching Plant, Eastern Creek, NSW –April 2019 Page 6 2

ENVIRONMENTAL

WATER

WASTEWATER

GEOTECHNICAL

CIVIL

PROJECT MANAGEMENT

ma

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ns

co

nsu

ltin

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ng

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Hanson Construction Materials

P1806431JR02V02

April 2019

Preliminary Salinity Assessment:

Lot 1 DP 1225803,

Hanson Concrete Batching Plant,

Eastern Creek, NSW

martens


Lot 1 DP 1225803

Hanson Concrete Batching Plant, Eastern Creek, NSW

P1806431JR02V02 – April 2019

Page 2

Copyright Statement

Martens & Associates Pty Ltd (Publisher) is the owner of the copyright subsisting in this publication. Other than as

permitted by the Copyright Act and as outlined in the Terms of Engagement, no part of this report may be reprinted

or reproduced or used in any form, copied or transmitted, by any electronic, mechanical, or by other means, now

known or hereafter invented (including microcopying, photocopying, recording, recording tape or through electronic

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Ltd. Legal action will be taken against any breach of its copyright. This report is available only as book form unless

specifically distributed by Martens & Associates in electronic form. No part of it is authorised to be copied, sold,

distributed or offered in any other form.

The document may only be used for the purposes for which it was commissioned. Unauthorised use of this document

in any form whatsoever is prohibited. Martens & Associates Pty Ltd assumes no responsibility where the document is

used for purposes other than those for which it was commissioned.

Limitations Statement

The sole purpose of this report and the associated services performed by Martens & Associates Pty Ltd is to complete

a preliminary salinity assessment in accordance with the scope of services set out by Hanson Construction Materials

(hereafter known as the Client). That scope of works and services were defined by the requests of the Client, by the

time and budgetary constraints imposed by the Client, and by the availability of access to the site.

Martens & Associates Pty Ltd derived the data in this report primarily from a number of sources including site inspections,

correspondence regarding the proposal, examination of records in the public domain, interviews with individuals with

information about the site or the project, and field explorations conducted on the dates indicated. The passage of

time, manifestation of latent conditions or impacts of future events may require further examination / exploration of

the site and subsequent data analyses, together with a re-evaluation of the findings, observations and conclusions

expressed in this report.

In preparing this report, Martens & Associates Pty Ltd may have relied upon and presumed accurate certain

information (or absence thereof) relative to the site. Except as otherwise stated in the report, Martens & Associates Pty

Ltd has not attempted to verify the accuracy of completeness of any such information (including for example survey

data supplied by others).

The findings, observations and conclusions expressed by Martens & Associates Pty Ltd in this report are not, and should

not be considered an opinion concerning the completeness and accuracy of information supplied by others. No

warranty or guarantee, whether express or implied, is made with respect to the data reported or to the findings,

observations and conclusions expressed in this report. Further, such data, findings and conclusions are based solely

upon site conditions, information and drawings supplied by the Client etc. in existence at the time of the investigation.

This report has been prepared on behalf of and for the exclusive use of the Client, and is subject to and issued in

connection with the provisions of the agreement between Martens & Associates Pty Ltd and the Client. Martens &

Associates Pty Ltd accepts no liability or responsibility whatsoever for or in respect of any use of or reliance upon this

report by any third party.

martens


Lot 1 DP 1225803


P1806431JR02V02 – April 2019

Page 3

April 2019

Copyright Martens & Associates Pty Ltd

All Rights Reserved

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Suite 201, 20 George Street

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Phone: +61-2-9476-9999

Fax: +61-2-9476-8767

Email: [email protected]

Web: www.martens.com.au

Document and Distribution Status

Author(s) Reviewer(s) Project Manager Signature

Robert Mehaffey Andrew Norris Jeff Fulton

Re

vis

ion

No

.

Description Status Release

Date

Document Location

File

Co

py

Ha

nso

n

Co

nst

ruc

tio

n

Ma

teria

ls

- -

1 Preliminary Salinity

Assessment Draft 02.05.2018 1E, 1H, 1P 1P

1 Preliminary Salinity

Assessment Final 27.02.2019 1E, 1P 1P

2 Updated development

plans Final 09.04.2019 1E, 1P 1P

Distribution Types: F = Fax, H = Hard copy, P = PDF document, E = Other electronic format. Digits indicate number of document copies.

All enquiries regarding this project are to be directed to the Project Manager.

martens


Lot 1 DP 1225803


P1806431JR02V02 – April 2019

Page 4

Contents

1 INTRODUCTION ........................................................................................................ 5

1.1 Overview 5

1.2 Assessment Objectives 5

1.3 Proposed Development 5

1.4 Investigation Scope of Works 5

2 SITE CONDITIONS .................................................................................................... 6

2.1 General Site Details 6

3 SALINITY ASSESSMENT ............................................................................................. 7

3.1 Documented Salinity Risk Potential 7

3.2 Field Investigation Scope 7

3.3 Signs of Potential Saline Soils at the site 7

3.4 Subsurface Conditions 7

3.5 Groundwater 8

3.6 Assessed Salinity Risk Potential 8

3.7 Laboratory Testing 9

3.7.1 Overview 9 3.7.2 Results – Salinity Classification 10 3.7.3 Conclusion – Salinity Classification 10 3.7.4 Results – Exposure Classification 10 3.7.5 Conclusion – Exposure Classification 11

4 LIMITATIONS ........................................................................................................... 12

5 REFERENCES ........................................................................................................... 13

6 ATTACHMENT A - FIGURES .................................................................................... 14

7 ATTACHMENT B – PROPOSED SITE LAYOUT .......................................................... 18

8 ATTACHMENT C - BOREHOLE LOGS ..................................................................... 19

9 ATTACHMENT D - LABORATORY ANALYTICAL RESULTS ...................................... 44

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Lot 1 DP 1225803


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1 Introduction

1.1 Overview

This report prepared by Martens and Associates (MA) documents the

findings of a site salinity investigation completed for Hanson Construction

Materials (Hanson) for a proposed concrete batching plant at Lot 1, DP

1225803, Eastern Creek, NSW (referred to as the ‘site’). A site location

plan is provided in Attachment A.

1.2 Assessment Objectives

The objective of the salinity assessment is to assess the risk of soil salinity

so that consideration can be given to local prevailing salinity conditions

and the impacts of, and on, the proposed development. This assessment

has been carried out in general accordance with the following

guidelines:

o Department of Land and Water Conservation (DLWC, 2002), Site

Investigations for Urban Salinity.

o Australian Standard (AS) 3600 (2009), Concrete structures.

1.3 Proposed Development

Hanson proposes to develop a concrete batching plant which will

produce pre-mixed concrete. The proposed site layout has been

provided in Attachment B.

1.4 Investigation Scope of Works

Site investigation were undertaken on 3 April, 2018, and included:

o A site walkover to assess existing site conditions such as

geomorphological features, soil / rock exposures, surface

drainage and vegetation and to identify evidence of possible

saline soil or groundwater conditions.

o Excavation of 24 boreholes (BH101 – BH124), to characterise

subsurface materials and collect soil samples, drilled to a

maximum depth of 2.6 mBGL using a 4WD ute–mounted hydraulic

drill rig with solid flight augers.

o Collection of soil samples for laboratory testing and future

reference.

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P1806431JR02V02 – April 2019

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2 Site Conditions

2.1 General Site Details

Table 1 presents a summary of general site details. Existing site features

are shown in Attachment A.

Table 1: Summary of general site details.

Item Description/Detail

Lot / DP Lot 1, DP 1225803

Area 1.34 ha (from Ethos Urban, 2018)

Local Government Area (LGA) Blacktown Council (BC)

Proposed land use Industrial concrete batching plant.

Site description The site is undeveloped and undergoing bulk earthworks for

the proposed Hanson development.

Surrounding land uses Commercial/industrial land uses.

Topography The site typically slopes southwest at a gradient of

approximately <5%. Site elevation ranges from approximately

84 mAHD in the northeast corner to 78 mAHD in the southwest

corner (Google Earth, 2018).

Expected geology The Penrith 1:100,000 Geological Series Sheet 9030 (1991)

describes site as being underlain by Bringelly Shale from the

Wianamatta Group, consisting of shale, carbonaceous

claystone, claystone, laminite, fine to medium-grained lithic

sandstone, rare coal and tuff.

The NSW Environment and Heritage eSPADE website identifies

the site as having soils of the Blacktown soil landscapes

consisting of shallow to moderately deep hardsetting mottled

texture contrast soils, red and brown podzolic soils on crests

grading to yellow podzic soils on lower slopes and in drainage

lines. eSPADE identifies the western portion of the site as

having potentially disturbed (i.e. not native) soils.

Environmental Receptors Site drainage is typically via overland flow to the south west

towards a unnamed tributary of the Ropes Creek (located

approximately 1.5 km west).

Sensitive receptors Future site visitors and workers.

Site workers during future construction works.

Surrounding site occupants and workers.

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3 Salinity Assessment

3.1 Documented Salinity Risk Potential

The 1:100,000 Salinity Potential in Western Sydney Map (DIPNR, 2002)

indicates the site to be located in an area of moderate salinity potential

(Figure 1, Attachment A).

3.2 Field Investigation Scope

Site investigations were undertaken on 3 April, 2018, in conjunction with

detailed site investigation (DSI) works. Investigations included:

o General site walkover to assess existing site conditions such as

geomorphological features, soil / rock exposures, surface drainage

and vegetation and to identify evidence of possible saline soil or

groundwater conditions.

o Excavation of 24 boreholes (BH101 – BH124), to characterise

subsurface materials and collect soil samples, drilled to a maximum

depth of 2.6 mBGL using a 4WD ute–mounted hydraulic drill rig with

solid flight augers.

o Collection of soil samples for laboratory chemical testing and for

future reference.

Approximate borehole locations are shown in Figure 2 (Attachment A).

3.3 Signs of Potential Saline Soils at the site

No obvious signs of saline conditions were observed across the site:

o No water marks or salt crystals were observed on the ground

surface at the time of the investigation.

o Site surface drainage appeared generally good. No surface

pooling of stormwater was observed during investigations. Site

drainage likely drains to the southwest, to an unnamed tributary

of Ropes Creek.

o No evidence of concentrated surface erosion was observed.

3.4 Subsurface Conditions

Subsurface investigation findings indicate the site is underlain by residual

Blacktown soil landscape (bt) generally comprising of bt4 soil unit.

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At the time of inspection, significant cutting of topsoil material had

occurred, and clayey subsoils and/or shale bedrock were typically

exposed at the site surface. Minor filling was observed in the northern

portion of the site, adjacent to the future road (under construction at the

time of inspection). Fill material appeared to be site-won native soils. The

encountered soil and rock conditions are summarised as:

o Silty Clay (A2 horizon): Brown, low plasticity observed between 0.0

– 0.5 mBGL.

o Clay (B1 horizon): Grey/brown, low plasticity with trace shale

gravels observed from 0.0 – 2.2 mBGL.

o Bringelly Shale (C horizon): Inferred extremely to distinctly

weathered, observed from 0.25 mBGL to investigation termination

depths.

Encountered conditions are described in more detail on the borehole

logs in Attachment C.

3.5 Groundwater

Based on review of NSW Department of Primary Industries - Water’s

database and site PSI (MA, 2006), groundwater levels at the site are

estimated to be in excess of at least 5 m depth.

Groundwater was not observed during drilling of the boreholes to

investigation termination depth of 2.6 mBGL, however groundwater

conditions may very seasonally or due to weather conditions.

Should further information on permanent site groundwater conditions be

required, additional assessment would need to be carried out (i.e.

installation of groundwater monitoring bore).

3.6 Assessed Salinity Risk Potential

In producing the Salinity Potential Map, the Western Sydney Regional

Organisation of Councils (WSROC) developed a number of alternative

models of processes by which salinity may occur in Western Sydney

(WSROC, 2003, pgs. 16 to 20).

In Table 2, the broad scale salinity processes have been assessed in terms

of likelihood of occurring at the site, considering the proposed

development, site observations and investigation findings.

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Lot 1 DP 1225803


P1806431JR02V02 – April 2019

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Table 2: Potential for broad scale salinity processes at the site.

Key salinity

process Description Potential at subject site

Localised

concentration

of salinity

Localised concentration of salts due to

relatively high evaporation rates.

Usually associated with waterlogged soil and

poor drainage.

Exacerbated by increased water use and / or

blocking of surface and subsurface water flow

associated with urban development.

Low - No evidence of localised

salt concentration or surface soil

saturation. Drainage appeared

to be good across the site.

Shale soil

landscapes

In poorly drained duplex (texture contrast)

soils, shallow subsurface water flows laterally

across a clayey upper B-Horizon with salt

usually accumulating in the clayey subsoil.

Salt concentrations may increase where

subsurface water accumulates and

evaporates, e.g. on lower slopes or natural

and constructed flats in mid-slope.

Exacerbated by subsoils exposure through

deep cutting, by installing buildings into the B-

horizon and by impeding subsurface water

flows.

Highly dispersive, erodible and poorly draining

sodic soils due to salinity.

Moderate – The site is underlain

by low permeable clay overlying

shale. The eSPADE Blacktown soil

profile is noted to have potential

localised salinity.

However, no evidence of

impeded surface vegetation

growth or surface soil erosion

observed.

Deep

groundwater

salinity

Brackish or saline groundwater rises to a level

where, through capillary action in the soil, the

water with dissolved salts reaches the ground

surface and evaporates, resulting in localised

salt concentration.

Groundwater rises are typically caused by

increased water infiltration, e.g. above

average rainfall, vegetation loss, irrigation,

increased water use in urban areas,

construction of surface pits.

Exacerbated by buildings or infrastructure

intercepting the zone of groundwater level

fluctuation.

Low – Groundwater was not

encountered in the boreholes to

2.6 mBGL. The future

development is unlikely to

intercept groundwater levels.

Future structures are to be

constructed with appropriate

drainage measures installed.

Deeply

weathered soil

landscape

High salt loads with high sulphate levels related

to un-mapped deeply weathered soil

landscapes beneath fluvial gravel, sand and

clay.

Usually in mid-slope or on hilltops affected by

perched saline groundwater.

Low – No evidence of deeply

weathered soils observed.

Encountered site soils are

residual.

3.7 Laboratory Testing

3.7.1 Overview

10 soil samples collected from 7 boreholes were submitted to Envirolab Services, a National Association of Testing Authorities (NATA) accredited laboratory, for salinity testing and included aggressivity (soil) testing. The testing was carried out for salinity classification and to assess an exposure classification for design of buried concrete structures. Sampling was

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Lot 1 DP 1225803


P1806431JR02V02 – April 2019

Page 10

targeted to achieve a representative coverage across the subsurface profile.

Laboratory analytical results are provided in Attachment D.

3.7.2 Results – Salinity Classification

Laboratory test results for salinity classification are summarised in Table 3.

Table 3: Salinity test results.

Sample ID 1 Material EC(1:5)

(dS/m)

ECe

(dS/m) 2 Salinity Classification 3

6431/BH106/0.4 Light Clay 0.33 2.81 Slightly saline



6431/BH111/0.5 Medium Clay 0.26 1.82 Non – saline

6431/BH111/1.3 Medium Clay 0.23 1.61 Non – saline






Notes:

1 Project#/Borehole#/Depth (mBGL)

2 Based on EC to ECe multiplication factors from Table 6.1 in DLWC (2002).

3 Based on Table 6.2 of DLWC (2002) where ECe <2 dS/m = non-saline, ECe of 2-4 dS/m = slightly

saline, ECe of 4-8 dS/m = moderately saline, ECe of 8-16 dS/m = very saline and ECe of >16 dS/m

= highly saline.

3.7.3 Conclusion – Salinity Classification

Results indicate sub-surface materials at the site can generally be

categorised as slightly saline. No specific saline soil management

strategies are likely required in this area.

Should further information be required, additional assessments would

need to be carried out to confirm and improve characterisation of the

site salinity conditions.

3.7.4 Results – Exposure Classification

Of the 10 samples tested, laboratory results found 8 samples with pH

values ranging from 9.2 to 9.7, and 2 samples with pH values of 5.3 and

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Lot 1 DP 1225803


P1806431JR02V02 – April 2019

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5.5 respectively. Based on Blacktown soil profile information and

professional experience in similar soil profiles, elevated pHs (>9.0) are

unexpected and not considered characteristic of soils expected at the

site. Elevated pH values are likely a result of past industrial site use and

are characteristic of volcanic geology which may have been brought

to site from the neighbouring quarry to the northwest in the past. Industrial

site use may have increased the pH of site soils.

pH values observed in samples taken from BH102 (5.3 and 5.5

respectively) are considered characteristic of site soils and have been

adopted for exposure classification purposes. Laboratory test results

returned an ECe of less than 4.0 dS/m, pH values and sulphate

concentrations less than 1,000 ppm for all samples. In accordance with

AS 3600 (2009), Tables 4.8.1 and 4.8.2, the soils are classified as having an

exposure classification of A2.

3.7.5 Conclusion – Exposure Classification

An exposure classification of ‘A2’ should be adopted for preliminary

design of buried concrete structures in accordance with AS3600 (2009).

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4 Limitations

Occasionally, sub-surface conditions between and below the

completed boreholes and other tests may be found to be different (or

may be interpreted to be different) from those expected. Groundwater

conditions may also vary, especially after climatic changes. If such

differences appear to exist during construction, we recommend that you

immediately contact Martens & Associates.

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P1806431JR02V02 – April 2019

Page 13

5 References

Australia Standard 1726 (AS1726, 1993) Geotechnical site investigations.

Australia Standard 3600 (AS3600, 2009) Concrete structures.

Department of Infrastructure Planning and Natural Resources (DIPNR,

2002) Salinity Potential in Western Sydney Map.

Department of Land and Water Conservation (DLWC, 2002) Site

investigations for urban salinity.

Clark N. R. and Jones D. C. (1991) Penrith1:100,000 Geological Sheet

9030, 1st edition, Geological Survey of New South Wales, Sydney.

Martens and Associates (2006) Preliminary (Stage 1) Land Contamination

Assessment: Concept Plan for the Redevelopment of Lot 11 DP

558723, Lot 1 DP 400697 and Lot 2 DP 262213, Eastern Creek, NSW.

Office of Environment and Heritage (2015), eSPADE,

http://www.environment.nsw.gove.au/eSpade2WebApp.

Western Sydney Regional Organisation of Councils (WSROC, 2003)

Western Sydney Salinity Code of Practice.

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6 Attachment A - Figures

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marten

s

Drawn:

Approved:

Date:

Scale:

RM

AN

19.04.2018

Not to Scale File No: P1806431JR02V01

Environment | Water | Wastewater | Geotechnical | Civil | Management Martens & Associates Pty Ltd ABN 85 070 240 890

FIGURE 1

Drawing No:

1:100,000 MAP OF SALINITY POTENTIAL IN WESTERN SYDNEY Hanson Concrete Batching Plant, Eastern Creek, NSW

(Source: DIPNR, 2002)

Approximate site location

BH106

BH105

BH104

BH103

BH102

BH101

BH107

BH118

BH119

BH108

BH117BH120

BH109

BH116

BH121

BH110

BH115BH122

BH111

BH114 BH123

BH112

BH113BH124

Consulting Engineers Environment Water Geotechnical Civil

& Associates Pty Ltd

Email: [email protected] Internet: www.martens.com.auSuite 201, 20 George St, Hornsby, NSW 2077 Australia Phone: (02) 9476 9999 Fax: (02) 9476 8767

This drawing must not be reproduced in whole or part without prior writtenconsent of Martens & Associates Pty Ltd.

This plan must not be used for construction unless signed as approved byprincipal certifying authority.All measurements in millimetres unless otherwise specified.

(C) Copyright Martens & Associates Pty Ltd PS01-J100 A

HANSON CONSTRUCTION MATERIALS P/L

DETAILED SITE INVESTIGATIONS

███

█

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Lot 1 DP 1225803


P1806431JR02V02 – April 2019

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7 Attachment B – Proposed Site Layout

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P1806431JR02V02 – April 2019

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8 Attachment C - Borehole Logs

F

St

0.55

1.80

2.00

0.00

-0.55

-1.80

0.55

1.80

M

H

L-M

H

AD

/VA

D/T

D

P6431/101/0.1/J/1 D0.10 m

P6431/101/0.75/J/1 B0.50 m

P6431/101/0.75/J/1 D0.75 m

P6431/101/1.0/S/1 B1.00 m

Silty CLAY, low plasticity, brown.

CLAY, low plasticity, grey/brown, with trace shale gravels.

SHALE, grey, inferred very low strength.

Hole Terminated at 2.00 m

SiC

CL

Not

Obs

erve

d

RESIDUAL SOIL

ROCK

2.00: TC-bit refusal.

PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D

Field Material Description

RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G

SAMPLE ORFIELD TEST SOIL/ROCK MATERIAL DESCRIPTION

MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None

4WD ute-mounted hydraulic dril rig

NORTHING ASPECT North West SLOPE

Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 2.00 m depth <2%

Existing Ground LevelEQUIPMENT

EXCAVATION DIMENSIONS

RL SURFACE

Engineering Log -BOREHOLE

03/04/2018 REF BH101

0 m

EXCAVATION LOG TO BE READ IN CONJUCTION WITH ACCOMPANYING REPORT NOTES AND ABBREVIATIONS

PROJECT NO. P1806431

PROJECT

CLIENT

SITE

Hansons Construction Materials

Eastern Creek Concrete Batching Plant, NSW

DSI and Salinity Investigations

MARTENS & ASSOCIATES PTY LTDSuite 201, 20 George St. Hornsby, NSW 2077 Australia

Phone: (02) 9476 9999 Fax: (02) 9476 [email protected] WEB: http://www.martens.com.au

MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:34

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13

STRUCTURE ANDADDITIONAL

OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

F

VSt

0.40

1.60

0.00

-0.400.40

AD

/VA

D/T

D

P6431/102/0.2/J/1 D0.20 m

P6431/102/0.6/S/1 B0.60 m

P6431/102/0.7/J/1 D0.70 m




SiC

CL

Not

Obs

erve

d

RESIDUAL SOIL

0.40: V-bit refusal.


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 1.60 m depth <2%



RL SURFACE


03/04/2018 REF BH102

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:34

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

F

1.00

0.00

AD

/T

D

P6431/103/0.2/J/1 D0.20 m

P6431/103/0.5/S/1 B0.50 m

P6431/103/0.7/J/1 D0.70 m


Hole Terminated at 1.00 m(Target depth reached)

SiC

Not

Obs

erve

d

RESIDUAL SOIL

PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 1.00 m depth <2%



RL SURFACE


03/04/2018 REF BH103

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:34

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

0.60

0.00

AD

/T

D

P7431/104/0.1/S/1 D0.10 m

P6431/104/0.5/S/1 D0.50 m



SiC

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.60 m depth <2%



RL SURFACE


03/04/2018 REF BH104

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:34

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

F

0.40

0.00

AD

/T

DP6431/105/0.2/S/1 D0.20 mP6431/105/0.2/DUP/1D 0.20 m



SiC

Not

Obs

erve

d

RESIDUAL SOIL

PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.40 m depth <2%



RL SURFACE


03/04/2018 REF BH105

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:34

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

F

0.30

0.60

0.00

-0.300.30

AD

/T

D

P6431/106/0.2/J/1 D0.20 m

P6431/106/0.4/S/1 D0.40 m




CL

Not

Obs

erve

d

RESIDUAL SOIL

ROCK


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.60 m depth <2%



RL SURFACE


03/04/2018 REF BH106

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:34

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

F

0.80

0.00

M-H

AD

/T

D

P6431/107/0.2/J/1 D0.20 m

P6431/107/0.5/S/1 B0.50 m

P6431/107/0.7/J/1 D0.70 m



CL

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.80 m depth <2%



RL SURFACE


03/04/2018 REF BH107

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:34

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

F

1.00

0.00

M-H

AD

/T

D

P6431/108/0.1/J/1 D0.10 m

P7431/108/0.3/S/1 B0.30 m

P6431/108/0.5/J/1 D0.50 m

P6431/108/0.8/S/1 B0.80 m



CL

Not

Obs

erve

d

RESIDUAL SOIL

PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 1.00 m depth <2%



RL SURFACE


03/04/2018 REF BH108

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:34

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

F

1.20

0.00

M-H

AD

/T

D

P6431/109/0.1/J/1 D0.10 m

P6431/109/0.4/J/1 D0.40 m

P6431/109/0.5/S/1 B0.50 m

P6431/109/1.0/J/1 D1.00 mP6431/109/1.0/S/1 B1.00 m



CL

Not

Obs

erve

d

RESIDUAL SOIL

PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 1.20 m depth <2%



RL SURFACE


03/04/2018 REF BH109

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:34

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

S

VSt

0.40

1.05

0.00

-0.400.40

L

M-H

AD

/T

M

P6431/110/0.1/J/1 D0.10 m

P6431/110/0.3/S/1 B0.30 m

P6431/110/0.5/J/1 D0.50 m

FILL: CLAY, low plasticity, brown/orange.



CL

CL

Not

Obs

erve

d

FILL

RESIDUAL SOIL

PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 1.05 m depth <2%



RL SURFACE


03/04/2018 REF BH110

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

F

VSt

1.00

1.50

0.00

-1.001.00

M

H

AD

/T

M

P6431/111/0.1/J/1 D0.10 m

P6431/111/0.5/S/1 B0.50 mP6431/111/0.5/J/1 D0.50 m

P7431/111/1.3/J/1 D1.30 mP6431/111/1.3/S/1 B1.30 m


CLAY, low plasticity, brown/grey, with trace shale gravels.


CL

CL

Not

Obs

erve

d

FILL

RESIDUAL SOIL

PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 1.50 m depth <2%



RL SURFACE


03/04/2018 REF BH111

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

0.20

0.90

2.20

2.60

0.00

-0.20

-0.90

-2.20

0.20

0.90

2.20

AD

/T

D

P6431/112/0.3/S/1 D0.10 mP6431/112/0.1/DUP/1D 0.10 m

P6431/112/0.3/J/1 D0.30 m

P6431/112/1.0/J/1 D1.00 m

P6431/112/1.5/S/1 B1.50 m

P6431/112/2.0/J1 D2.00 m

P6431/112/2.5/S/1 B2.50 m

FILL: CLAY, medium plasticity, brown/red, with trace shalegravels.


CLAY, low plasticity, brown/grey, with trace shale gravels.



CI

CL

CL

Not

Obs

erve

d

FILL

RESIDUAL SOIL

ROCK

PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 2.60 m depth <2%



RL SURFACE


03/04/2018 REF BH112

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

1.50

0.00

M-H

AD

/T

P6431/113/0.2/S/1 D0.20 mP6431/113/0.2/DUP/3D 0.20 m

P6431/113/0.5/J/1 D0.50 m

P6341/113/1.0/J/1 D1.00 mP6341/113/1.0/S/1 B1.00 m

CLAY, low plasticity, with trace shale gravels.


CL

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 1.50 m depth <2%



RL SURFACE


03/04/2018 REF BH113

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

0.75

0.00

AD

/T

P6341/114/0.2/J/1 D0.20 m

P6341/114/0.4/J/1 D0.40 m

P6341/114/0.6/S/1 B0.60 m



CL

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.75 m depth <2%



RL SURFACE


03/04/2018 REF BH114

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

0.70

0.00

AD

/T

P6341/115/0.1/J/1 D0.10 m

P6341/115/0.5/J/1 D0.50 m



CL

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.70 m depth <2%



RL SURFACE


03/04/2018 REF BH115

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

0.45

0.00

AD

/T P6431/116/0.2/J/1 D0.20 mP6431/116/0.2/S/1 B0.20 m



CL

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.45 m depth <2%



RL SURFACE


03/04/2018 REF BH116

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

0.60

0.00

AD

/T

P6431/117/0.2/J/1 D0.20 m

P6431/117/0.5/J/1 D0.50 m



CL

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.60 m depth <2%



RL SURFACE


03/04/2018 REF BH117

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

0.50

0.00

AD

/T

P6431/118/0.2/S/1 D0.20 m

P6431/118/0.4/J/1 D0.40 mP6431/118/0.4/S/1 B0.40 m



CL

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.50 m depth <2%



RL SURFACE


03/04/2018 REF BH118

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

0.70

0.00

AD

/T

P6431/119/0.1/J/1 D0.10 m

P6431/119/0.5/J/1 D0.50 m



CL

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.70 m depth <2%



RL SURFACE


03/04/2018 REF BH119

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

0.90

0.00

AD

/T

P6431/120/0.1/J/1 D0.10 m

P6431/120/0.3/S/1 B0.30 m

P6431/120/0.8/J/1 D0.80 m



CL

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.90 m depth <2%



RL SURFACE


03/04/2018 REF BH120

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

0.25

0.00

AD

/T P6431/121/0.1/J/1 D0.10 m



CL

Not

Obs

erve

d RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 0.25 m depth <2%



RL SURFACE


03/04/2018 REF BH121

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

1.50

0.00

AD

/T

P6431/122/0.25/J/1 D0.25 m

P6431/122/1.0/S/1 B1.00 m

P6431/122/1.25/J/1 D1.25 m



CL

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 1.50 m depth <2%



RL SURFACE


03/04/2018 REF BH122

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

1.20

2.20

0.00

-1.201.20

AD

/T

P6431/123/0.2/J/1 D0.20 mP6431/123/0.2/DUP/1D 0.20 m

P6431/123/1.0/S/1 B1.00 mP6431/123/1.0/J/1 D1.00 m

P6431/123/2.0/J/1 D2.00 m

FILL: CLAY, low plasticity, brown.



CL

CL

Not

Obs

erve

d

FILL

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 2.20 m depth <2%



RL SURFACE


03/04/2018 REF BH123

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

1.00

0.00

AD

/T

P6431/124/0.2/J/1 D0.20 m

P6431/124/0.5/J/1 D0.50 m



CL

Not

Obs

erve

d

RESIDUAL SOIL


PE

NE

TR

AT

ION

RE

SIS

TA

NC

E

WA

TE

R

DE

PT

H(m

etre

s)

Sampling

RE

CO

VE

RE

D


RLDEPTH

ME

TH

OD

Drilling

GR

AP

HIC

LO

G


MO

IST

UR

EC

ON

DIT

ION

CO

NS

IST

EN

CY

DE

NS

ITY

U

SC

S /

AS

CS

CLA

SS

IFIC

AT

ION

COMMENCED

LOGGED

GEOLOGY

03/04/2018

CHECKED

VEGETATION None



Shale

RM

COMPLETED

Sheet 1 OF 1

EASTING DATUM

100 mm x 1.00 m depth <2%



RL SURFACE


03/04/2018 REF BH124

0 m



PROJECT

CLIENT

SITE






MA

RT

EN

S 2

.00

LIB

.GLB

Log

MA

RT

EN

S B

OR

EH

OLE

P18

0643

1 B

H01

V01

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

8 15

:35

8.3

0.00

4 D

atge

l Lab

and

In S

itu T

ool -

DG

D |

Lib:

Mar

tens

2.0

0 20

16-1

1-13

Prj:

Mar

tens

2.0

0 20

16-1

1-13


OBSERVATIONS

0.5

1.0

1.5

2.0

2.5

martens


Lot 1 DP 1225803


P1806431JR02V02 – April 2019

Page 44

9 Attachment D - Laboratory Analytical Results

Envirolab Services Pty Ltd

ABN 37 112 535 645

12 Ashley St Chatswood NSW 2067

ph 02 9910 6200 fax 02 9910 6201

[email protected]

www.envirolab.com.au

CERTIFICATE OF ANALYSIS 188972

Suite 201, 20 George St, Hornsby, NSW, 2077Address

Robert MehaffeyAttention

Martens & Associates Pty LtdClient

Client Details

06/04/2018Date completed instructions received

06/04/2018Date samples received

78 SoilNumber of Samples

P1806431COC01V01Your Reference

Sample Details

Please refer to the last page of this report for any comments relating to the results.

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.

12/04/2018Date of Issue

13/04/2018Date results requested by

Report Details

Jacinta Hurst, Laboratory Manager

Authorised By

Priya Samarawickrama, Senior Chemist

Lucy Zhu, Asbsestos Analyst

Long Pham, Team Leader, Metals

Jeremy Faircloth, Organics Supervisor

Dragana Tomas, Senior Chemist

Results Approved By

Authorised by Asbestos Approved Signatory: Lucy Zhu

Analysed by Asbestos Approved Identifier: Lucy Zhu

Asbestos Approved By

Revision No: R00

188972Envirolab Reference: Page | 1 of 35

Client Reference: P1806431COC01V01

9391859187%Surrogate aaa-Trifluorotoluene

<1<1<1<1<1mg/kgTotal +ve Xylenes

<1<1<1<1<1mg/kgnaphthalene

<1<1<1<1<1mg/kgo-Xylene

<2<2<2<2<2mg/kgm+p-xylene

<1<1<1<1<1mg/kgEthylbenzene

<0.5<0.5<0.5<0.5<0.5mg/kgToluene

<0.2<0.2<0.2<0.2<0.2mg/kgBenzene

<25<25<25<25<25mg/kgvTPH C6 - C10 less BTEX (F1)

<25<25<25<25<25mg/kgTRH C6 - C10

<25<25<25<25<25mg/kgTRH C6 - C9

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted

SoilSoilSoilSoilSoilType of sample

04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled

6431/BH117/0.26431/BH116/0.26431/BH113/0.26431/BH112/0.16431/BH111/0.5UNITSYour Reference

188972-36188972-35188972-28188972-24188972-22Our Reference

vTRH(C6-C10)/BTEXN in Soil


<1<1<1<1<1mg/kgTotal +ve Xylenes

<1<1<1<1<1mg/kgnaphthalene

<1<1<1<1<1mg/kgo-Xylene

<2<2<2<2<2mg/kgm+p-xylene

<1<1<1<1<1mg/kgEthylbenzene

<0.5<0.5<0.5<0.5<0.5mg/kgToluene

<0.2<0.2<0.2<0.2<0.2mg/kgBenzene

<25<25<25<25<25mg/kgvTPH C6 - C10 less BTEX (F1)

<25<25<25<25<25mg/kgTRH C6 - C10

<25<25<25<25<25mg/kgTRH C6 - C9

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-21188972-15188972-9188972-3188972-1Our Reference


Envirolab Reference: 188972

R00Revision No:

Page | 2 of 35



[NA][NT]<1<1mg/kgTotal +ve Xylenes

[NA][NA]<1<1mg/kgnaphthalene

[NA]97%<1<1mg/kgo-Xylene

[NA]99%<2<2mg/kgm+p-xylene

[NA]100%<1<1mg/kgEthylbenzene

[NA]100%<0.5<0.5mg/kgToluene

[NA]97%<0.2<0.2mg/kgBenzene

[NA][NA]<25<25mg/kgvTPH C6 - C10 less BTEX (F1)

<25[NA]<25<25mg/kgTRH C6 - C10

<25[NA]<25<25mg/kgTRH C6 - C9

11/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018-Date extracted

SoilSoilSoilSoilType of sample

04/04/201804/04/201804/04/201804/04/2018Date Sampled

Trip BlankTrip Spike6431/BH124/0.26431/BH123/0.2UNITSYour Reference

188972-77188972-76188972-49188972-47Our Reference



R00Revision No:

Page | 3 of 35


8181827980%Surrogate o-Terphenyl

<50<50<50<50<50mg/kgTotal +ve TRH (>C10-C40)

<100<100<100<100<100mg/kgTRH >C34 -C40

<100<100<100<100<100mg/kgTRH >C16 -C34

<50<50<50<50<50mg/kgTRH >C10 - C16 less Naphthalene (F2)

<50<50<50<50<50mg/kgTRH >C10 -C16

<100<100<100<100<100mg/kgTRH C29 - C36

<100<100<100<100<100mg/kgTRH C15 - C28

<50<50<50<50<50mg/kgTRH C10 - C14

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-36188972-35188972-28188972-24188972-22Our Reference

svTRH (C10-C40) in Soil


<50<50<50<50<50mg/kgTotal +ve TRH (>C10-C40)

<100<100<100<100<100mg/kgTRH >C34 -C40

<100<100<100<100<100mg/kgTRH >C16 -C34

<50<50<50<50<50mg/kgTRH >C10 - C16 less Naphthalene (F2)

<50<50<50<50<50mg/kgTRH >C10 -C16

<100<100<100<100<100mg/kgTRH C29 - C36

<100<100<100<100<100mg/kgTRH C15 - C28

<50<50<50<50<50mg/kgTRH C10 - C14

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-21188972-15188972-9188972-3188972-1Our Reference



R00Revision No:

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<50<50mg/kgTotal +ve TRH (>C10-C40)

<100<100mg/kgTRH >C34 -C40

<100<100mg/kgTRH >C16 -C34

<50<50mg/kgTRH >C10 - C16 less Naphthalene (F2)

<50<50mg/kgTRH >C10 -C16

<100<100mg/kgTRH C29 - C36

<100<100mg/kgTRH C15 - C28

<50<50mg/kgTRH C10 - C14

10/04/201810/04/2018-Date analysed

10/04/201810/04/2018-Date extracted

SoilSoilType of sample

04/04/201804/04/2018Date Sampled

6431/BH124/0.26431/BH123/0.2UNITSYour Reference

188972-49188972-47Our Reference



R00Revision No:

Page | 5 of 35


9799104100103%Surrogate p-Terphenyl-d14

<0.5<0.5<0.5<0.5<0.5mg/kgBenzo(a)pyrene TEQ calc(PQL)

<0.5<0.5<0.5<0.5<0.5mg/kgBenzo(a)pyrene TEQ calc(half)

<0.5<0.5<0.5<0.5<0.5mg/kgBenzo(a)pyrene TEQ calc (zero)

<0.05<0.050.1<0.05<0.05mg/kgTotal +ve PAH's

<0.1<0.1<0.1<0.1<0.1mg/kgBenzo(g,h,i)perylene

<0.1<0.1<0.1<0.1<0.1mg/kgDibenzo(a,h)anthracene

<0.1<0.1<0.1<0.1<0.1mg/kgIndeno(1,2,3-c,d)pyrene

<0.05<0.05<0.05<0.05<0.05mg/kgBenzo(a)pyrene

<0.2<0.2<0.2<0.2<0.2mg/kgBenzo(b,j+k)fluoranthene

<0.1<0.1<0.1<0.1<0.1mg/kgChrysene

<0.1<0.1<0.1<0.1<0.1mg/kgBenzo(a)anthracene

<0.1<0.1<0.1<0.1<0.1mg/kgPyrene

<0.1<0.1<0.1<0.1<0.1mg/kgFluoranthene

<0.1<0.1<0.1<0.1<0.1mg/kgAnthracene

<0.1<0.10.1<0.1<0.1mg/kgPhenanthrene

<0.1<0.1<0.1<0.1<0.1mg/kgFluorene

<0.1<0.1<0.1<0.1<0.1mg/kgAcenaphthene

<0.1<0.1<0.1<0.1<0.1mg/kgAcenaphthylene

<0.1<0.1<0.1<0.1<0.1mg/kgNaphthalene

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-21188972-15188972-9188972-3188972-1Our Reference

PAHs in Soil


R00Revision No:

Page | 6 of 35



<0.5<0.5<0.5<0.5<0.5mg/kgBenzo(a)pyrene TEQ calc(PQL)

<0.5<0.5<0.5<0.5<0.5mg/kgBenzo(a)pyrene TEQ calc(half)

<0.5<0.5<0.5<0.5<0.5mg/kgBenzo(a)pyrene TEQ calc (zero)

0.3<0.05<0.05<0.05<0.05mg/kgTotal +ve PAH's

<0.1<0.1<0.1<0.1<0.1mg/kgBenzo(g,h,i)perylene

<0.1<0.1<0.1<0.1<0.1mg/kgDibenzo(a,h)anthracene

<0.1<0.1<0.1<0.1<0.1mg/kgIndeno(1,2,3-c,d)pyrene

<0.05<0.05<0.05<0.05<0.05mg/kgBenzo(a)pyrene

<0.2<0.2<0.2<0.2<0.2mg/kgBenzo(b,j+k)fluoranthene

<0.1<0.1<0.1<0.1<0.1mg/kgChrysene

<0.1<0.1<0.1<0.1<0.1mg/kgBenzo(a)anthracene

<0.1<0.1<0.1<0.1<0.1mg/kgPyrene

<0.1<0.1<0.1<0.1<0.1mg/kgFluoranthene

<0.1<0.1<0.1<0.1<0.1mg/kgAnthracene

0.2<0.1<0.1<0.1<0.1mg/kgPhenanthrene

<0.1<0.1<0.1<0.1<0.1mg/kgFluorene

<0.1<0.1<0.1<0.1<0.1mg/kgAcenaphthene

<0.1<0.1<0.1<0.1<0.1mg/kgAcenaphthylene

0.1<0.1<0.1<0.1<0.1mg/kgNaphthalene

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-36188972-35188972-28188972-24188972-22Our Reference

PAHs in Soil


R00Revision No:

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<0.5<0.5mg/kgBenzo(a)pyrene TEQ calc(PQL)

<0.5<0.5mg/kgBenzo(a)pyrene TEQ calc(half)

<0.5<0.5mg/kgBenzo(a)pyrene TEQ calc (zero)

<0.05<0.05mg/kgTotal +ve PAH's

<0.1<0.1mg/kgBenzo(g,h,i)perylene

<0.1<0.1mg/kgDibenzo(a,h)anthracene

<0.1<0.1mg/kgIndeno(1,2,3-c,d)pyrene

<0.05<0.05mg/kgBenzo(a)pyrene

<0.2<0.2mg/kgBenzo(b,j+k)fluoranthene

<0.1<0.1mg/kgChrysene

<0.1<0.1mg/kgBenzo(a)anthracene

<0.1<0.1mg/kgPyrene

<0.1<0.1mg/kgFluoranthene

<0.1<0.1mg/kgAnthracene

<0.1<0.1mg/kgPhenanthrene

<0.1<0.1mg/kgFluorene

<0.1<0.1mg/kgAcenaphthene

<0.1<0.1mg/kgAcenaphthylene

<0.1<0.1mg/kgNaphthalene

10/04/201810/04/2018-Date analysed

10/04/201810/04/2018-Date extracted


04/04/201804/04/2018Date Sampled


188972-49188972-47Our Reference

PAHs in Soil


R00Revision No:

Page | 8 of 35


9910610210599%Surrogate TCMX

<0.1<0.1<0.1<0.1<0.1mg/kgTotal +ve DDT+DDD+DDE

<0.1<0.1<0.1<0.1<0.1mg/kgMethoxychlor

<0.1<0.1<0.1<0.1<0.1mg/kgEndosulfan Sulphate

<0.1<0.1<0.1<0.1<0.1mg/kgEndrin Aldehyde

<0.1<0.1<0.1<0.1<0.1mg/kgpp-DDT

<0.1<0.1<0.1<0.1<0.1mg/kgEndosulfan II

<0.1<0.1<0.1<0.1<0.1mg/kgpp-DDD

<0.1<0.1<0.1<0.1<0.1mg/kgEndrin

<0.1<0.1<0.1<0.1<0.1mg/kgDieldrin

<0.1<0.1<0.1<0.1<0.1mg/kgpp-DDE

<0.1<0.1<0.1<0.1<0.1mg/kgEndosulfan I

<0.1<0.1<0.1<0.1<0.1mg/kgalpha-chlordane

<0.1<0.1<0.1<0.1<0.1mg/kggamma-Chlordane

<0.1<0.1<0.1<0.1<0.1mg/kgHeptachlor Epoxide

<0.1<0.1<0.1<0.1<0.1mg/kgAldrin

<0.1<0.1<0.1<0.1<0.1mg/kgdelta-BHC

<0.1<0.1<0.1<0.1<0.1mg/kgHeptachlor

<0.1<0.1<0.1<0.1<0.1mg/kgbeta-BHC

<0.1<0.1<0.1<0.1<0.1mg/kggamma-BHC

<0.1<0.1<0.1<0.1<0.1mg/kgalpha-BHC

<0.1<0.1<0.1<0.1<0.1mg/kgHCB

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-21188972-15188972-9188972-3188972-1Our Reference

Organochlorine Pesticides in soil


R00Revision No:

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<0.1<0.1<0.1<0.1<0.1mg/kgTotal +ve DDT+DDD+DDE

<0.1<0.1<0.1<0.1<0.1mg/kgMethoxychlor

<0.1<0.1<0.1<0.1<0.1mg/kgEndosulfan Sulphate

<0.1<0.1<0.1<0.1<0.1mg/kgEndrin Aldehyde

<0.1<0.1<0.1<0.1<0.1mg/kgpp-DDT

<0.1<0.1<0.1<0.1<0.1mg/kgEndosulfan II

<0.1<0.1<0.1<0.1<0.1mg/kgpp-DDD

<0.1<0.1<0.1<0.1<0.1mg/kgEndrin

<0.1<0.1<0.1<0.1<0.1mg/kgDieldrin

<0.1<0.1<0.1<0.1<0.1mg/kgpp-DDE

<0.1<0.1<0.1<0.1<0.1mg/kgEndosulfan I

<0.1<0.1<0.1<0.1<0.1mg/kgalpha-chlordane

<0.1<0.1<0.1<0.1<0.1mg/kggamma-Chlordane

<0.1<0.1<0.1<0.1<0.1mg/kgHeptachlor Epoxide

<0.1<0.1<0.1<0.1<0.1mg/kgAldrin

<0.1<0.1<0.1<0.1<0.1mg/kgdelta-BHC

<0.1<0.1<0.1<0.1<0.1mg/kgHeptachlor

<0.1<0.1<0.1<0.1<0.1mg/kgbeta-BHC

<0.1<0.1<0.1<0.1<0.1mg/kggamma-BHC

<0.1<0.1<0.1<0.1<0.1mg/kgalpha-BHC

<0.1<0.1<0.1<0.1<0.1mg/kgHCB

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-36188972-35188972-28188972-24188972-22Our Reference



R00Revision No:

Page | 10 of 35



<0.1<0.1<0.1<0.1mg/kgTotal +ve DDT+DDD+DDE

<0.1<0.1<0.1<0.1mg/kgMethoxychlor

<0.1<0.1<0.1<0.1mg/kgEndosulfan Sulphate

<0.1<0.1<0.1<0.1mg/kgEndrin Aldehyde

<0.1<0.1<0.1<0.1mg/kgpp-DDT

<0.1<0.1<0.1<0.1mg/kgEndosulfan II

<0.1<0.1<0.1<0.1mg/kgpp-DDD

<0.1<0.1<0.1<0.1mg/kgEndrin

<0.1<0.1<0.1<0.1mg/kgDieldrin

<0.1<0.1<0.1<0.1mg/kgpp-DDE

<0.1<0.1<0.1<0.1mg/kgEndosulfan I

<0.1<0.1<0.1<0.1mg/kgalpha-chlordane

<0.1<0.1<0.1<0.1mg/kggamma-Chlordane

<0.1<0.1<0.1<0.1mg/kgHeptachlor Epoxide

<0.1<0.1<0.1<0.1mg/kgAldrin

<0.1<0.1<0.1<0.1mg/kgdelta-BHC

<0.1<0.1<0.1<0.1mg/kgHeptachlor

<0.1<0.1<0.1<0.1mg/kgbeta-BHC

<0.1<0.1<0.1<0.1mg/kggamma-BHC

<0.1<0.1<0.1<0.1mg/kgalpha-BHC

<0.1<0.1<0.1<0.1mg/kgHCB

11/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/2018Date Sampled

6431/DUP1026431/DUP1016431/BH124/0.26431/BH123/0.2UNITSYour Reference

188972-74188972-73188972-49188972-47Our Reference



R00Revision No:

Page | 11 of 35



<0.1<0.1<0.1<0.1<0.1mg/kgRonnel

<0.1<0.1<0.1<0.1<0.1mg/kgParathion

<0.1<0.1<0.1<0.1<0.1mg/kgMalathion

<0.1<0.1<0.1<0.1<0.1mg/kgFenitrothion

<0.1<0.1<0.1<0.1<0.1mg/kgEthion

<0.1<0.1<0.1<0.1<0.1mg/kgDimethoate

<0.1<0.1<0.1<0.1<0.1mg/kgDichlorvos

<0.1<0.1<0.1<0.1<0.1mg/kgDiazinon

<0.1<0.1<0.1<0.1<0.1mg/kgChlorpyriphos-methyl

<0.1<0.1<0.1<0.1<0.1mg/kgChlorpyriphos

<0.1<0.1<0.1<0.1<0.1mg/kgBromophos-ethyl

<0.1<0.1<0.1<0.1<0.1mg/kgAzinphos-methyl (Guthion)

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-36188972-35188972-28188972-24188972-22Our Reference

Organophosphorus Pesticides


<0.1<0.1<0.1<0.1<0.1mg/kgRonnel

<0.1<0.1<0.1<0.1<0.1mg/kgParathion

<0.1<0.1<0.1<0.1<0.1mg/kgMalathion

<0.1<0.1<0.1<0.1<0.1mg/kgFenitrothion

<0.1<0.1<0.1<0.1<0.1mg/kgEthion

<0.1<0.1<0.1<0.1<0.1mg/kgDimethoate

<0.1<0.1<0.1<0.1<0.1mg/kgDichlorvos

<0.1<0.1<0.1<0.1<0.1mg/kgDiazinon

<0.1<0.1<0.1<0.1<0.1mg/kgChlorpyriphos-methyl

<0.1<0.1<0.1<0.1<0.1mg/kgChlorpyriphos

<0.1<0.1<0.1<0.1<0.1mg/kgBromophos-ethyl

<0.1<0.1<0.1<0.1<0.1mg/kgAzinphos-methyl (Guthion)

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-21188972-15188972-9188972-3188972-1Our Reference



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<0.1<0.1<0.1<0.1mg/kgRonnel

<0.1<0.1<0.1<0.1mg/kgParathion

<0.1<0.1<0.1<0.1mg/kgMalathion

<0.1<0.1<0.1<0.1mg/kgFenitrothion

<0.1<0.1<0.1<0.1mg/kgEthion

<0.1<0.1<0.1<0.1mg/kgDimethoate

<0.1<0.1<0.1<0.1mg/kgDichlorvos

<0.1<0.1<0.1<0.1mg/kgDiazinon

<0.1<0.1<0.1<0.1mg/kgChlorpyriphos-methyl

<0.1<0.1<0.1<0.1mg/kgChlorpyriphos

<0.1<0.1<0.1<0.1mg/kgBromophos-ethyl

<0.1<0.1<0.1<0.1mg/kgAzinphos-methyl (Guthion)

11/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-74188972-73188972-49188972-47Our Reference



R00Revision No:

Page | 13 of 35


107101103102106%Surrogate TCLMX

<0.1<0.1<0.1<0.1<0.1mg/kgTotal +ve PCBs (1016-1260)

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1260

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1254

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1248

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1242

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1232

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1221

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1016

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-36188972-35188972-28188972-24188972-22Our Reference

PCBs in Soil


<0.1<0.1<0.1<0.1<0.1mg/kgTotal +ve PCBs (1016-1260)

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1260

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1254

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1248

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1242

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1232

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1221

<0.1<0.1<0.1<0.1<0.1mg/kgAroclor 1016

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date extracted


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-21188972-15188972-9188972-3188972-1Our Reference

PCBs in Soil


R00Revision No:

Page | 14 of 35



<0.1<0.1mg/kgTotal +ve PCBs (1016-1260)

<0.1<0.1mg/kgAroclor 1260







11/04/201811/04/2018-Date analysed

10/04/201810/04/2018-Date extracted


04/04/201804/04/2018Date Sampled


188972-49188972-47Our Reference

PCBs in Soil


R00Revision No:

Page | 15 of 35


5762892341mg/kgZinc

1922391112mg/kgNickel

<0.1<0.1<0.1<0.1<0.1mg/kgMercury

1415141015mg/kgLead

3437461836mg/kgCopper

1919171618mg/kgChromium

<0.4<0.4<0.4<0.4<0.4mg/kgCadmium

79757mg/kgArsenic

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date prepared


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-36188972-35188972-28188972-24188972-22Our Reference

Acid Extractable metals in soil

3465586564mg/kgZinc

1325252117mg/kgNickel

<0.1<0.1<0.1<0.1<0.1mg/kgMercury

1815141516mg/kgLead

2143404851mg/kgCopper


<0.4<0.4<0.4<0.4<0.4mg/kgCadmium

8107710mg/kgArsenic

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date prepared


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-21188972-15188972-9188972-3188972-1Our Reference



R00Revision No:

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28534594mg/kgZinc

13201145mg/kgNickel

<0.1<0.1<0.1<0.1mg/kgMercury

12121013mg/kgLead

19373239mg/kgCopper


<0.4<0.4<0.4<0.4mg/kgCadmium

6797mg/kgArsenic

10/04/201810/04/201810/04/201810/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018-Date prepared


04/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-74188972-73188972-49188972-47Our Reference



R00Revision No:

Page | 17 of 35


495275110100mg/kgSulphate, SO4 1:5 soil:water

420270290340340µS/cmElectrical Conductivity 1:5 soil:water

9.59.29.59.59.7pH UnitspH 1:5 soil:water

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date prepared


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-72188972-69188972-68188972-65188972-64Our Reference

Misc Inorg - Soil

911001202131mg/kgSulphate, SO4 1:5 soil:water

230260270250330µS/cmElectrical Conductivity 1:5 soil:water

5.55.39.39.29.7pH UnitspH 1:5 soil:water

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date prepared


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-63188972-62188972-58188972-57188972-55Our Reference

Misc Inorg - Soil


R00Revision No:

Page | 18 of 35


188.31310%Moisture

11/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018-Date prepared


04/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-74188972-73188972-49188972-47Our Reference

Moisture

9.09.58.51920%Moisture

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date prepared


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-36188972-35188972-28188972-24188972-22Our Reference

Moisture

189.28.71017%Moisture

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/201810/04/2018-Date prepared


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-21188972-15188972-9188972-3188972-1Our Reference

Moisture


R00Revision No:

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No asbestos detected





-Trace Analysis

No asbestos detected at

reporting limit of 0.1g/kg

Organic fibres

detected



Organic fibres

detected



Organic fibres

detected



Organic fibres

detected



Organic fibres

detected

-Asbestos ID in soil

Brown fine-grained soil &

rocks


rocks


rocks


rocks

Brown clayey soil & rocks

-Sample Description

Approx. 35gApprox. 45gApprox. 40gApprox. 40gApprox. 35ggSample mass tested

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-21188972-15188972-9188972-3188972-1Our Reference

Asbestos ID - soils


R00Revision No:

Page | 20 of 35




-Trace Analysis



Organic fibres

detected



Organic fibres

detected



rocks


rocks

-Sample Description

Approx. 35gApprox. 40ggSample mass tested

11/04/201811/04/2018-Date analysed


04/04/201804/04/2018Date Sampled


188972-49188972-47Our Reference

Asbestos ID - soils






-Trace Analysis



Organic fibres

detected



Organic fibres

detected



Organic fibres

detected



Organic fibres

detected



Organic fibres

detected



rocks


rocks




-Sample Description

Approx. 40gApprox. 40gApprox. 35gApprox. 35gApprox. 35ggSample mass tested

11/04/201811/04/201811/04/201811/04/201811/04/2018-Date analysed


04/04/201804/04/201804/04/201804/04/201804/04/2018Date Sampled


188972-36188972-35188972-28188972-24188972-22Our Reference

Asbestos ID - soils


R00Revision No:

Page | 21 of 35


Soil samples are extracted with dichloromethane/acetone and waters with dichloromethane and analysed by GC with dual ECD's.

Org-008

Soil samples are extracted with dichloromethane/acetone and waters with dichloromethane and analysed by GC-ECD. Note, the Total +ve PCBs PQL is reflective of the lowest individual PQL and is therefore" Total +ve PCBs" is simply a sum of the positive individual PCBs.

Org-006

Soil samples are extracted with dichloromethane/acetone and waters with dichloromethane and analysed by GC-ECD.Org-006

Soil samples are extracted with dichloromethane/acetone and waters with dichloromethane and analysed by GC with dual ECD's. Note, the Total +ve reported DDD+DDE+DDT PQL is reflective of the lowest individual PQL and is therefore simply a sum of the positive individually report DDD+DDE+DDT.

Org-005

Soil samples are extracted with dichloromethane/acetone and waters with dichloromethane and analysed by GC with dual ECD's.

Org-005

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

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.

Org-003

Determination of Mercury by Cold Vapour AAS. Metals-021

Determination of various metals by ICP-AES. Metals-020

Anions - a range of Anions are determined by Ion Chromatography, in accordance with APHA latest edition, 4110-B. Alternatively determined by colourimetry/turbidity using Discrete Analyer.

Inorg-081

Moisture content determined by heating at 105+/-5 °C for a minimum of 12 hours.

Inorg-008

Conductivity and Salinity - measured using a conductivity cell at 25°C in accordance with APHA latest edition 2510 and Rayment & Lyons.

Inorg-002

pH - Measured using pH meter and electrode in accordance with APHA latest edition, 4500-H+. Please note that the results for water analyses are indicative only, as analysis outside of the APHA storage times.

Inorg-001

Asbestos ID - Qualitative identification of asbestos in bulk samples using Polarised Light Microscopy and Dispersion Staining Techniques including Synthetic Mineral Fibre and Organic Fibre as per Australian Standard 4964-2004.

ASB-001

Methodology SummaryMethod ID


R00Revision No:

Page | 22 of 35


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. 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.

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

Methodology SummaryMethod ID


R00Revision No:

Page | 23 of 35


[NT][NT]010410447[NT]Org-016%Surrogate aaa-Trifluorotoluene

[NT][NT]0<1<147[NT]Org-0141mg/kgnaphthalene

[NT][NT]0<1<147[NT]Org-0161mg/kgo-Xylene

[NT][NT]0<2<247[NT]Org-0162mg/kgm+p-xylene

[NT][NT]0<1<147[NT]Org-0161mg/kgEthylbenzene

[NT][NT]0<0.5<0.547[NT]Org-0160.5mg/kgToluene

[NT][NT]0<0.2<0.247[NT]Org-0160.2mg/kgBenzene

[NT][NT]0<25<2547[NT]Org-01625mg/kgTRH C6 - C10


[NT][NT]11/04/201811/04/201847[NT]-Date analysed

[NT][NT]10/04/201810/04/201847[NT]-Date extracted

[NT][NT]RPDDup.Base#BlankMethodPQLUnitsTest Description

Spike Recovery %DuplicateQUALITY CONTROL: vTRH(C6-C10)/BTEXN in Soil

8091118576198Org-016%Surrogate aaa-Trifluorotoluene

[NT][NT]0<1<11<1Org-0141mg/kgnaphthalene

109910<1<11<1Org-0161mg/kgo-Xylene

107890<2<21<2Org-0162mg/kgm+p-xylene

1211020<1<11<1Org-0161mg/kgEthylbenzene

1161000<0.5<0.51<0.5Org-0160.5mg/kgToluene

108950<0.2<0.21<0.2Org-0160.2mg/kgBenzene

112950<25<251<25Org-01625mg/kgTRH C6 - C10

112950<25<251<25Org-01625mg/kgTRH C6 - C9

11/04/201811/04/201811/04/201811/04/2018111/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018110/04/2018-Date extracted

188972-3LCS-2RPDDup.Base#BlankMethodPQLUnitsTest Description

Spike Recovery %DuplicateQUALITY CONTROL: vTRH(C6-C10)/BTEXN in Soil


R00Revision No:

Page | 24 of 35


[NT][NT]0828247[NT]Org-003%Surrogate o-Terphenyl

[NT][NT]0<100<10047[NT]Org-003100mg/kgTRH >C34 -C40









Spike Recovery %DuplicateQUALITY CONTROL: svTRH (C10-C40) in Soil

829408181195Org-003%Surrogate o-Terphenyl

80770<100<1001<100Org-003100mg/kgTRH >C34 -C40

91910<100<1001<100Org-003100mg/kgTRH >C16 -C34

1121110<50<501<50Org-00350mg/kgTRH >C10 -C16

80770<100<1001<100Org-003100mg/kgTRH C29 - C36

91910<100<1001<100Org-003100mg/kgTRH C15 - C28

1121110<50<501<50Org-00350mg/kgTRH C10 - C14

10/04/201810/04/201810/04/201810/04/2018110/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018110/04/2018-Date extracted


Spike Recovery %DuplicateQUALITY CONTROL: svTRH (C10-C40) in Soil


R00Revision No:

Page | 25 of 35


[NT][NT]010310347[NT]Org-012%Surrogate p-Terphenyl-d14

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgBenzo(g,h,i)perylene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgDibenzo(a,h)anthracene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgIndeno(1,2,3-c,d)pyrene

[NT][NT]0<0.05<0.0547[NT]Org-0120.05mg/kgBenzo(a)pyrene

[NT][NT]0<0.2<0.247[NT]Org-0120.2mg/kgBenzo(b,j+k)fluoranthene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgChrysene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgBenzo(a)anthracene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgPyrene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgFluoranthene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgAnthracene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgPhenanthrene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgFluorene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgAcenaphthene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgAcenaphthylene

[NT][NT]0<0.1<0.147[NT]Org-0120.1mg/kgNaphthalene




Spike Recovery %DuplicateQUALITY CONTROL: PAHs in Soil

120119499103199Org-012%Surrogate p-Terphenyl-d14

[NT][NT]0<0.1<0.11<0.1Org-0120.1mg/kgBenzo(g,h,i)perylene

[NT][NT]0<0.1<0.11<0.1Org-0120.1mg/kgDibenzo(a,h)anthracene

[NT][NT]0<0.1<0.11<0.1Org-0120.1mg/kgIndeno(1,2,3-c,d)pyrene

90960<0.05<0.051<0.05Org-0120.05mg/kgBenzo(a)pyrene

[NT][NT]0<0.2<0.21<0.2Org-0120.2mg/kgBenzo(b,j+k)fluoranthene

96950<0.1<0.11<0.1Org-0120.1mg/kgChrysene

[NT][NT]0<0.1<0.11<0.1Org-0120.1mg/kgBenzo(a)anthracene

941010<0.1<0.11<0.1Org-0120.1mg/kgPyrene

89950<0.1<0.11<0.1Org-0120.1mg/kgFluoranthene

[NT][NT]0<0.1<0.11<0.1Org-0120.1mg/kgAnthracene

981040<0.1<0.11<0.1Org-0120.1mg/kgPhenanthrene

93960<0.1<0.11<0.1Org-0120.1mg/kgFluorene

[NT][NT]0<0.1<0.11<0.1Org-0120.1mg/kgAcenaphthene

[NT][NT]0<0.1<0.11<0.1Org-0120.1mg/kgAcenaphthylene

86930<0.1<0.11<0.1Org-0120.1mg/kgNaphthalene

10/04/201810/04/201810/04/201810/04/2018110/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018110/04/2018-Date extracted


Spike Recovery %DuplicateQUALITY CONTROL: PAHs in Soil


R00Revision No:

Page | 26 of 35


114112099991105Org-005%Surrogate TCMX

[NT][NT]0<0.1<0.11<0.1Org-0050.1mg/kgMethoxychlor

69790<0.1<0.11<0.1Org-0050.1mg/kgEndosulfan Sulphate

[NT][NT]0<0.1<0.11<0.1Org-0050.1mg/kgEndrin Aldehyde

[NT][NT]0<0.1<0.11<0.1Org-0050.1mg/kgpp-DDT

[NT][NT]0<0.1<0.11<0.1Org-0050.1mg/kgEndosulfan II

77760<0.1<0.11<0.1Org-0050.1mg/kgpp-DDD

97970<0.1<0.11<0.1Org-0050.1mg/kgEndrin

1021020<0.1<0.11<0.1Org-0050.1mg/kgDieldrin

94930<0.1<0.11<0.1Org-0050.1mg/kgpp-DDE

[NT][NT]0<0.1<0.11<0.1Org-0050.1mg/kgEndosulfan I

[NT][NT]0<0.1<0.11<0.1Org-0050.1mg/kgalpha-chlordane

[NT][NT]0<0.1<0.11<0.1Org-0050.1mg/kggamma-Chlordane

82820<0.1<0.11<0.1Org-0050.1mg/kgHeptachlor Epoxide

78780<0.1<0.11<0.1Org-0050.1mg/kgAldrin

[NT][NT]0<0.1<0.11<0.1Org-0050.1mg/kgdelta-BHC

86870<0.1<0.11<0.1Org-0050.1mg/kgHeptachlor

87870<0.1<0.11<0.1Org-0050.1mg/kgbeta-BHC

[NT][NT]0<0.1<0.11<0.1Org-0050.1mg/kggamma-BHC

95940<0.1<0.11<0.1Org-0050.1mg/kgalpha-BHC

[NT][NT]0<0.1<0.11<0.1Org-0050.1mg/kgHCB

11/04/201811/04/201811/04/201811/04/2018111/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018110/04/2018-Date extracted


Spike Recovery %DuplicateQUALITY CONTROL: Organochlorine Pesticides in soil


R00Revision No:

Page | 27 of 35


[NT][NT]710810147[NT]Org-005%Surrogate TCMX

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgMethoxychlor

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgEndosulfan Sulphate

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgEndrin Aldehyde

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgpp-DDT

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgEndosulfan II

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgpp-DDD

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgEndrin

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgDieldrin

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgpp-DDE

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgEndosulfan I

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgalpha-chlordane

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kggamma-Chlordane

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgHeptachlor Epoxide

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgAldrin

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgdelta-BHC

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgHeptachlor

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgbeta-BHC

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kggamma-BHC

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgalpha-BHC

[NT][NT]0<0.1<0.147[NT]Org-0050.1mg/kgHCB




Spike Recovery %DuplicateQUALITY CONTROL: Organochlorine Pesticides in soil


R00Revision No:

Page | 28 of 35


[NT][NT]710810147[NT]Org-008%Surrogate TCMX

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgRonnel

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgParathion

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgMalathion

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgFenitrothion

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgEthion

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgDimethoate

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgDichlorvos

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgDiazinon

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgChlorpyriphos-methyl

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgChlorpyriphos

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgBromophos-ethyl

[NT][NT]0<0.1<0.147[NT]Org-0080.1mg/kgAzinphos-methyl (Guthion)




Spike Recovery %DuplicateQUALITY CONTROL: Organophosphorus Pesticides

103101099991105Org-008%Surrogate TCMX

89920<0.1<0.11<0.1Org-0080.1mg/kgRonnel

1081110<0.1<0.11<0.1Org-0080.1mg/kgParathion

104710<0.1<0.11<0.1Org-0080.1mg/kgMalathion

1101030<0.1<0.11<0.1Org-0080.1mg/kgFenitrothion

87890<0.1<0.11<0.1Org-0080.1mg/kgEthion

[NT][NT]0<0.1<0.11<0.1Org-0080.1mg/kgDimethoate

81980<0.1<0.11<0.1Org-0080.1mg/kgDichlorvos

[NT][NT]0<0.1<0.11<0.1Org-0080.1mg/kgDiazinon

[NT][NT]0<0.1<0.11<0.1Org-0080.1mg/kgChlorpyriphos-methyl

82850<0.1<0.11<0.1Org-0080.1mg/kgChlorpyriphos

[NT][NT]0<0.1<0.11<0.1Org-0080.1mg/kgBromophos-ethyl

[NT][NT]0<0.1<0.11<0.1Org-0080.1mg/kgAzinphos-methyl (Guthion)

11/04/201811/04/201811/04/201811/04/2018111/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018110/04/2018-Date extracted


Spike Recovery %DuplicateQUALITY CONTROL: Organophosphorus Pesticides


R00Revision No:

Page | 29 of 35


[NT][NT]710810147[NT]Org-006%Surrogate TCLMX

[NT][NT]0<0.1<0.147[NT]Org-0060.1mg/kgAroclor 1260










Spike Recovery %DuplicateQUALITY CONTROL: PCBs in Soil

103101099991105Org-006%Surrogate TCLMX

[NT][NT]0<0.1<0.11<0.1Org-0060.1mg/kgAroclor 1260

1251160<0.1<0.11<0.1Org-0060.1mg/kgAroclor 1254






11/04/201811/04/201811/04/201811/04/2018111/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018110/04/2018-Date extracted


Spike Recovery %DuplicateQUALITY CONTROL: PCBs in Soil


R00Revision No:

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[NT][NT]4989447[NT]Metals-0201mg/kgZinc

[NT][NT]0454547[NT]Metals-0201mg/kgNickel

[NT][NT]0<0.1<0.147[NT]Metals-0210.1mg/kgMercury

[NT][NT]0131347[NT]Metals-0201mg/kgLead

[NT][NT]3383947[NT]Metals-0201mg/kgCopper

[NT][NT]6161747[NT]Metals-0201mg/kgChromium

[NT][NT]0<0.4<0.447[NT]Metals-0200.4mg/kgCadmium

[NT][NT]156747[NT]Metals-0204mg/kgArsenic


[NT][NT]10/04/201810/04/201847[NT]-Date prepared


Spike Recovery %DuplicateQUALITY CONTROL: Acid Extractable metals in soil

83107064641<1Metals-0201mg/kgZinc

91114017171<1Metals-0201mg/kgNickel

1051050<0.1<0.11<0.1Metals-0210.1mg/kgMercury

88113016161<1Metals-0201mg/kgLead

108120250511<1Metals-0201mg/kgCopper

90113520211<1Metals-0201mg/kgChromium

831070<0.4<0.41<0.4Metals-0200.4mg/kgCadmium

86115010101<4Metals-0204mg/kgArsenic

10/04/201810/04/201810/04/201810/04/2018110/04/2018-Date analysed

10/04/201810/04/201810/04/201810/04/2018110/04/2018-Date prepared


Spike Recovery %DuplicateQUALITY CONTROL: Acid Extractable metals in soil


R00Revision No:

Page | 31 of 35


[NT]9914273155<10Inorg-08110mg/kgSulphate, SO4 1:5 soil:water

[NT]95631033055<1Inorg-0021µS/cmElectrical Conductivity 1:5 soil:water

[NT]10209.79.755[NT]Inorg-001pH UnitspH 1:5 soil:water

[NT]10/04/201810/04/201810/04/20185510/04/2018-Date analysed

[NT]10/04/201810/04/201810/04/20185510/04/2018-Date prepared

[NT]LCS-2RPDDup.Base#BlankMethodPQLUnitsTest Description

Spike Recovery %DuplicateQUALITY CONTROL: Misc Inorg - Soil


R00Revision No:

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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


R00Revision No:

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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: <5xPQL - any RPD is acceptable; >5xPQL - 0-50% RPD is acceptable.

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


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Asbestos: A portion of the supplied sample was sub-sampled for asbestos analysis according to Envirolab procedures. We cannot guarantee that this sub-sample is indicative of the entire sample. Envirolab recommends supplying 40-50g of sample in its own container. Note: Samples were sub-sampled from jars provided by the client.

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Preliminary Salinity Assessment: s Lot 1 DP 1225803, · Preliminary Salinity Assessment: Lot 1 DP 1225803 Hanson Concrete Batching Plant, Eastern Creek, NSW –April 2019 Page 6 2