Environmental Audit Report - Environment Protection …apps.epa.vic.gov.au/EnvAuditFiles/53x/41544-1/41544-1_b.pdf · environmental audit system and ensures its ongoing ... in the

INFORMATION REGARDING ENVIRONMENTAL AUDIT REPORTS August 2007

VICTORIA'S AUDIT SYSTEM

An environmental audit system has operated in Victoria since 1989. The Environmenf Profecfion Acf 1970 (the Act) provides for the appointment by the Environment Protection Authority (EPA Victoria) of environmental auditors and the conduct of independent, high quality and rigorous environmental audits.

An environmental audit is an assessment of the condition of the environment, or the nature and extent of harm (or risk of harm) posed by an industrial process or activity, waste, substance or noise. Environmental audit reports are prepared by EPA- appointed environmental auditors who are highly qualified and skilled individuals.

Under the Act, the function of an environmental auditor is t o conduct environmental audits and prepare environmental audit reports. Where an environmental audit is conducted to determine the condition of a site or its suitability for certain uses, an environmental auditor may issue either a certificate or statement of environmental audit.

A certificate indicates that the auditor is of the opinion that the site is suitable for any beneficial use defined in the Act, whilst a statement indicates that there is some restriction on the use of the site.

Any individual or organisation may engage appointed environmental auditors, who generally operate within the environmental consulting sector, t o undertake environmental audits. The EPA administers the environmental audit system and ensures its ongoing integrity by assessing auditor applications and ensuring audits are independent and conducted with regard t o guidelines issued by EPA.

AUDIT FILES STRUCTURE Environmental audit reports are stored digitally by EPA in three parts: the audit report (part A), report appendices (part B) and, where applicable, the certificate or statement of environmental audit and an executive summary (part C). A report may be in colour and black-and-white formats. Generally, only black- and-white documents are text searchable.

Report executive summaries, findings and recommendations should be read and relied upon only in the context of the document as a whole, including any appendices and, where applicable, any certificate or statement of environmental audit.

AUDIT REPORT CURRENCY

Audit reports are based on the conditions encountered and information reviewed at the time of preparation and do not represent any changes that may have occurred since the date of completion. As i t is not possible for an audit t o present all data that could be of interest t o all readers, consideration should be made to any appendices or referenced documentation for further information.

When information regarding the condition of a site changes from that at the time an audit report is issued, or where an administrative or computation error is identified, environmental audit reports, certificates and statements may be withdrawn or amended by an environmental auditor. Users are advised t o check EPA's website to ensure the currency of the audit document.

PDF SEARCHABILITY AND PRINTING

EPA Victoria can only certify the accuracy and correctness of the audit report and appendices as presented in the hardcopy format. EPA is not responsible for any issues that arise due to problems with PDF files or printing.

Except where PDF normal format is specified, PDF files are scanned and optical character recognised by machine only. Accordingly, while the images are consistent with the scanned original, the searchable hidden text may contain uncorrected recognition errors that can reduce search reliability. Therefore, keyword searches undertaken within the document may not retrieve all references to the queried text.

This PDF has been created using the Adobe-approved method for generating Print Optimised Output. To assure proper results, proofs must be printed, rather than viewed on the screen.

This PDF is compatible with Adobe Acrobat Reader Version 4.0 or any later version which is downloadable free from Adobe's Website, www.adobe.com.

FURTHER I N FORMATION

For more information on Victoria's environmental audit system, visit EPA's website or contact EPA's Environmental Audit Unit.

Web: www.epa.vic.clov.au/envaudit

Email: [email protected]

http://www.adobe.com

APPENDIX A

BEVERIDGE WILLIAMS AND CO PTY LTD’S BOREHOLE LOGS

Beveridge Williams & Co Pty Ltd test pit no TPl

Test Pit job no D8105

client: Schwab Constructions P v Ltd project: Contamination Assessment location: 231 McKinnon Road, McKinnon machine: Backhoe slope RL surface not measured

model: JCB 3cx

depth material description

Engineering Log sheet no 1 of 2

- logged by: AS checked: IMcK date: 811 0197

bearing datum

sew ations sample details

I m

plasticity. moist. stiff to very stiff. contains occasional gravel and coke material.

P plasticity, moist. stiff to very stiff. I P .

LTURAL \TERIAL

PID l.7ppm

'1 1 !-I 1

model: JCB 3CX bearing datum r

c

-7 --: 1 -1

*--1 :'-I

xervations

ackground PID 1.7ppm

PID 6.7ppm

PID 56.8ppm

. . - .. . . .. .-

3AP 401 Work Instruction 301

,ample details

- project: Contamination Assessment checked: IMcK location: 231 McKinnon Road, McKinnon date: 8/10/97

ldepth material description

L

medium, moist. - - - 0.25 -

SILTY CLAY (CH) Orange red brown. high plasticity. stiff to very stiff-

- -

I TOPSOIL Dark brown silty sand, fine 10

sample details servations

ATERIAL

' --.I

I 'I . .i

: . J

b.25 fragments. I I I-- I - -

SILTY CLAY (CH) Orange red brown, high NATURAL iff. MATERIAL p plasticity. moist. stiff to very sfi

QAP 401 Work Instruction 301

t

-depth material description m

Concrete

SILTY SAND (SM) Grey brown, fine to medium. moist. contains occasional Clay zones, red brick material. gravel fragments and concrete pieces.

- - 5-25 - - - - 0.5 - -

SILTY CLAY (CH) Orange red brown. higl plasticity. moist, stiff to very stiff.

- - 0.75 c

- - - - 1.0

Test Pit TP4 terminated at 1 .Om

I 1 1 'I -1 1

- 1 -1 *--I - J -1 * I

: - -I ; I

Beveridge Williams & Co Pty Ltd test pit no TP4 Engineering Log sheet no . 1 of 1 Test Pit job no D8105 client: Schwab Constructions P1y Ltd logged by: AS project: Contamination Assessment checked: IMcK

location: 231 McKinnon Road, McKinnon

machine: Backhoe slope RL surface model: JCB 3CX bearing datum

811 0197 date:

not measured +

,L

1 1 STURAL

! ATERIAL

.. ...

QAP 401 Work Instruction 301

'1 -1 - - I '1 project: Contamination Assessment checked: IMcK

location: 231 McKinnon Road, McKinnon date: 811 0197

,-

Beveridge Williams & Co Pty Ltd Engineering Log Test Pit

testpitno TP5 sheet no 1 of 1

job no 081 05

gepth material description n

Gravel at surface SILTY SAND (SM) Grey brown, fine to medium. moist. contains gravel fragments and red brick material.

i.25 -

SAND (SP) Light grey, fine to medium, . moist.

1.75 SILTY CLAY (CH) Orange red brown, - high plasticity, moist, very stiff to hard.

1.25 Test Pit TP5 terminated at 1.2m -

i .5 - .. .

- 2.0 Date 5.5.97

)bservations

3LL

'OSSIBLE qLL JATURAL AATERIAL


;ample details

. ....

. Beveridge Williams & Co Pty Ltd test pit no TP6 Engineering Log sheet no 1 of 1

Test Pit job no 08105

L _

client: Schwab Constructions Pty Ltd logged by: AS project: Contamination Assessment checked: IMcK location: 231 McKinnon Road, McKinnon date: 811 0197

I machine: Backhoe slope RL surface not measured model: JCB 3CX bearing datum

depth material description

Grass at surface SILTY CLAY (CH) Dark grey, high plasticity. moist, very stiff to hard, moist. contains white plaster fragments, gravel

.25 and coke material.

SAND (SP) Brown, fine to medium, moist.

plasticity. moist, stiff to very stiff.

- 0.75 - - - - - 1 .o - - - -

1.25 Test Pit TP6 terminated at 1.2m

R.0 ,

Date 5.5.97

~~

Ibservat ions

7LL

'OSSIBLE 3LL

lATURAL d ATERIAL


;ample details

Beveridge Williams & Co Pty Ltd test pit no TP7

Test Pit job no 081 05



ibservations

RL surface not measured datum

machine: Backhoe slope model: JCB 3cx bearing

sample details depth material description rn

SILTY SAND (SM) Dark brown, fine to medium. contains gravel fragments. white plaster fragments and coke material.

.

SAND (SP) Brown. fine to medium. moist.

1-25 SILTY CLAY (CHI Orange red brown. high plasticity. moist. stiff io very stiff.

-

i -5 . . - _ . ...

Test Pit TP7 terminated at 1.6m

1.75

L. W

Date 5.5.97

. . - . . . , _ _ . .

- . - - 1 iAP 401 Work Instruction 301

I

I I 1 1 1 1 -1

1 - 1 ‘-1 - 1 . i - 1

J

- 1 I

. I

Beveridge Williams & Co Pty Ltd test pit no TP8


job no 081 05

plaster fragments. concrete fragments, concrete footings, glass bottles. brick fragments. wood pieces and occasional .25 coke material.

- - - - - 0.5 - - - - c

0.75 - - - - - 1 .o - - - - 1-25 GRAVELLY SAND (SP) Brown. fine 10

medium, moist, contains fine to-COafSe

gravel.

- - - c

- 1.5

SILTY .CLAY.(C.H)..Orangc red blown. hid plasticity. moist, stiff to very stiff.

Test Pit TP8 terminated at 2.0m QAP 401 Work Instruction

JATURAL . ._.-

4ATERIAL

-1 1 -1 -1 ‘-1 .. ..

Beveridge Williams & Co Pty Ltd test pit no TP9 ~

Engineering Log Test Pit

sheet no 1 of 1

job no D8105


machine: Backhoe slope RL surface model: JCB 3CX bearing datum

not measured

depth material description m

SILTY SAND (SM) Grey brown, fine to medium, moist, contains gravel fragments. brick material and wood pieces.

- -

SAND (SP) Grey brown, fine to medium. moist.

b.75 - SILTY CLAY (CHI Orange red brown, high plasticity. moist. stiff to very stiff.

i .o -

Test Pit TP9 terminated at 1.3m

is - . -

2.0 Date 5.5.97

[sample details

ILL

!ATERIAL

.-- I_--

I

Beveridge Williams & Co Pty Ltd test pit no TPlO

observations

Engineering Log Test Pit

sample details

sheet no 1 of 1

job no D8105

client: Schwab Constructions Pty Ltd logged by: AS project: Contamination Assessment checked: lMcK location: 231 McKinnon Road, McKinnon date: 811 0197

machine: Backhoe slope RL surface not measured model: JCB 3CX bearing datum


- ~~

Gravel at surface SILTY SAND (SM) Grey brown, fine to medium. moist. contains gravel material. red brick fragments and asphalt material. .

5.25 -

SILTY CLAY (CH) Orange red brown, higb is plasticity. moist, stiff to very stiff. . -

Test Pit TPlO terminated at 0.8m

i .o -

i .5 -.

i .75 -

2.0 Date 5.5.97

FILL

VATURAL HATERIAL

. . . . I 2AP 401 Work Instruction 301


test pit no TPll sheet no 1 of 1

job no 081 05

client: Schwab Constructions Ply Ltd logged by: AS project: Contamination Assessment checked: IMcK location: 231 McKinnon Road, McKinnon date: 811 0197

’machine: Backhoe slope RL surface not measured model: JCB 3cx bearing datum

epth material description

medium. moist. gravel material. wood pieces and fine white plaster material.

lbservations sample details

4ATERIAL

IAP 401 Work Instruction 301

1 I I 1 1 I 1

, I I

.I I :I ' I 11 -1 J

' I I

_ _ I I

Beveridge Williams & Co Pty Ltd tes t pi1 no TP12


Test Pit . jobno D8105

(client: Schwab Constructions Pty Ltd logged by: AS 1 lproject: Contamination Assessment checked: IMcK location: 231 McKinnon Road. McKinnon date: 811 0197

machine: Backhoe slope RL surface not measured model: JCB 3CX . bearing datum


TOPSOIL Dark grey sand, fine. moist. - -

0.25 SILTY CLAY (CH) Orange red brown. higl plasticity. moist. very stiff to hard. -

0.5

b.75 - Test Pit TP12 terminated at 0.8m

i .o -

i .5

i.75

2.0 Date 5.5.97

3bsetvations

POSSIBLE TILL

ATURAL vf ATERI A L


sample details -l

'I '-1 -1 -1 - 1 --I '- I * -1

. .


test pit no TP13 sheet no 1 of 1

job no 081 05


machine: Backhoe slope RL surface not measured model: JCB 3Cx bearing datum

fdepth material description

SILTY SAND (SM) Dark grey, firie to medium, contains occasional gravel and t plaster material.

- 0.25 - -

SAND (SP) Grey brown, fine to medium, contains occasional gravel material.

SILTY CLAY (CH) Orange red brown, big' . plasticity. moist, stiff to very stiff.

- - 0.5

-

observations sample details

NATURAL MATERIAL


I I I I I I I I 1 i I 1 1 i

Beveridge Williams & Co Pty Ltd test pit no TP14 Engineering Log Test Pit

sheet no 1 of 1

job no D8105




SILTY SAND (SM) Dark brown, fine IO - medium, moist. contains gravel material, white plaster fragments and occasional coke material at the surface.

- - b.25 -

i.5 -

j.75 - SILTY CLAY (CH) Orange red brown, higt plasticity. moist. stiff to very stiff.

i .O -


i .75 -

2.0 Date 5.5.97

lbservations

3LL

IATURAL IATERIAL


sample details 1

1 3

.. I I. I


test pit no TP15

sheet no 1 of 1 job no D8105


not measured machine: Backhoe slope RL surface

model: JCB 3cx bearing datum

lepth material description n

CLAYEY SAND (SC) Dark brown. fine to medium, moist. contains occasional clayey zones, wood fragments. metal scraps, glass, gravel and brick fragments.

1.25 -

plasticity, moist, stiff to very stiff.

I;' I-

1.0 Test Pit TP15 terminated at 1.0m -

- - - 1.25

bservations

ILL

iATURAL AATERIAL

QAP 401 Work instruction 301

;ample details

I 1 I 1 'I 1 :I I I1 'I

1 1 :I I 1 1

I 4

1

I

. .

Beveridge Williams & Co Pty Ltd Engineering Log


Test Pit job no D8105

!client: Schwab Constructions Pty Ltd logged by: AS project: Contamination Assessment checked: lMcK location: 231 McKinnon Road, McKinnon date: 811 0197

machine: Backhoe slope RL surface not measured model: J C B 3CX bearing datum


S I L n SAND (SM) Grey brown, fine to - medium, moist, contains gravel and red brick material.

- -

6.25 - SILTY CLAY (CHI Orange red brown, hi] plasticity. moist, stiff to very stiff.


i.75 -

i .o -

i.w -

i -5 -

i -75 -

2.0 Date 5.5.97

Dbservations

FILL

VATURAL MATERIAL


sample details


sample details I-


job no D8105

SILTY SAND (SM) Brown, fine to mediun contains concrete rubble. red brick fragments, wood pieces and gravel material.

- - 0.25 - - - - - 0.5

SILTY CLAY (CH) Orange red brown, higl plasticity, moist, very stiff to hard.

- -



1.75 - - - -

2.0

ldepth material description

Im Concrete

)bGrvations

:ILL

JATURAL AATERIAL


Beveridge Williams & Co Pty Ltd borehole no BH 18.


project: Contamination Assessment checked: IMcK location: 231 McKinnon Road, McKinnon date: 911 0197

Bore hoIe

drill model : Hand Auger slope RL surface not measured hole diameter : 50mm bearing datum

job no 081 05

ibservations sample details depth material description m

SAND (SP) Brown, fine to medium, moist.

0.25

GRAVELLY SAND (SP) Light brown, fine to medium, moist, contains gravel fragments.

SILTY CLAY (CH) Orange red brown, higl plasticity, moist, stiff to very stiff.

b.5

b.75 - Borehole BH18 terminated at 0.8m

i .o -

I .25 -

1.5 -

JATURAL llATERIAL

I .-I

. . . . ~ . -

LAP 401 Work Instruction 301

Beveridge Williams & Co Pty Ltd borehole no BH19

Borehole job no 08105 Engineering Log sheet no 1 of 1

client: Schwab Constructions Pty Ltd logged by: AS project: Contamination Assessment checked: lMcK location: 231 McKinnon Road, McKinnon date: 911 0197

'depth material description observations sample details m

SAND (SP) Brown. fine to medium, moist, contains white plaster material.

FILL - - -

0.25 S A N D (SP) Brown, fine to medium, moist. NATURAL r MATERIAL

GRAVELLY SAND (SP) Light brown. fine to - medium, moist, contains gravel fragments. SILTY CLAY (CHI Orange red brown, hig 0.5 -

- plasticity. moist. stiff to very stiff.

- -

0.75 Borehole BH19 terminated at 0.7m -

1 .O -

i -25 -

i s -

?.O Date 5.5.97 2AP 401 Work Instruction 301

APPENDIX B

BEVERIDGE WILLIAMS AND CO PTY LTD’S ANALYTICAL AND QA/QC LABORATORY

TRANSCRIPTS

BL:mc:12830 Enviroscience 17 October 1997

Beveridge Williams 8 Co. Pty Ltd 1075 High Street ARMADALE VIC 3143 Attention: Mr. 1. McKenzie

RE: McKlNNON

Job No: 08105

Certificate of Analvsis

WSL Report No. 35200 - Chemical Analyses

Date Sampled 8-911 0197 Received by WSL Consultants on 8-911 0197

Instructions were received on 0911 0197 Analyses were commenced on 09/10/97

Soil samples were tested in accordance with the analytical methods described in "Chemical Analysis of Polluted Soils" VIC EPA, Publication 139, Nov. 1981 and WSL in-house methods, with the results expressed as mglkg dry weight un less s t a t e d otherwise.

Water samples were tested in accordance with the analytical methods described in "Standard Methods for the Examination of Water & Waste WateI", APHA 19th Edn. 1995 and WSL in-house methods, with the results expressed asmglLitre un le s s s t a t e d otherwise.

All Quality Control Data is expressed a s percentages of the expected values.

Results pertain to samples as received.

Yours faithfully

WSL CONSULTANTS PTY LTD

4$yo:p P INCIPA' HEMIST

WSL &nsultanrs Pry. Ltd. A.CN. 004 752 676

2-8 H a r v e y Srreer. Richmond. Vicroria 3 I2 I . Australia

T e l e p h o n e : +GI 3 3429 4666 Facsimile: +6l 3 9429 2294 I. .. * - 'I -.. .

This Laboratory is registered by the National AsSociatiol of Testing Authorities. Australia. The testlsi reponed here in have been performed in accordance with iLS term Of registration. This document stfbgfhrl tQf &produce# cxcep! in.full.

A NATA Accrcdired Lhorarory

An Approved Quarullrinc Premises . I - A 1 rn-, I..,{: .,.- 8 , A.."l. ..-.

L . . .-

-.. ... L

W S L Cons ul tan p Enviroscience

' 2-8 Harvey Strcer,

ACN 004 ?U 676

Richmond, Vicroria 3 I2 1 Tclcphonc: +GI 3 3429 4666, Facsimile: t61j 3423 2234 Elnail: w s l c o i i ~ ~ z e t n a i l . c o m . ~ ~ ~ ~

'

SAMPLE DETAILS '

...-._..-............-..- ... .),.. " ... .......-...u*..--...--.-. DESCRIPTION j LOCATION 1 i DEPTH

1714 IO1 ITPl i717 108 . 'TP3 10.1-0.3 .......... .....-.. . . . . . . . . . . . . . ;.TP4 . . . . . . . . {-.----.-.- ....

.................. ..... I . .I __._.. . . . . . . . 171.8' jll ~71.9 18

i720 ' 1.7.2.1- '57

723 . "3 5 . . . . . . . . . . . . : .!Tp.l.o . . . . . . . . .

*. 'TP13 ; c;.o:j , 'TPi4 ;Tp ,. 5 I726 ,47

i728 !53 i'r.pl.6 . .I q:(j:.J ~729 'i55 . . . . . . . . . . , ...........

. .__.._..... ............................... ." .....-.. --------.- .....

I 0-0.4 C) 0.3 ......... : .... .......-.... . . . .: !TP6

,, ':yp7 .0.2-0.4 II :'Tip8 ' I d.5-1 .O i, j7'pg I 0-0.4

......-.......... . . . . . . . . . . . . . ,722 . ;31, . . . . . . . . '1. ' -"--. " '

. . . . . . . . . . I lTpi1 . . .

.... ....... .. ' 0-0 4 i _..._., :...

1727 50 ! Q-0.4

' $ i i p i 7 ' C!-6.3

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

0 .

I733 1734 koMP B /fc/p/& y - ~ p . ~ ~

i7jS : C O W C z p r , g / . ~ - ; ~ ~ / g w , = , t C ~ . . .

I737 1738

!CoMP A 18- [$& p f."

ICOMP;' E & -. 7" y- P/+.B':./, 7 ' ,

................ . a

1736 'C'O'MP 0 &',- 7,- ?/os y -1.0

. ~ ~ - ~ ~ ~ - . . ~ . . . . . , . . . . . . . . 0 L' - /$:..:,.;,& .. ,y,.h* l;c ~ & '7

. a SOIL ; WATER

._... ._,.. METHODS . . . . . . .

CLlE IT: BEVERIDGE WILLIAMS & CO. PTY LTD RE: MCKINNON

JOBNO: DE105

METALS - SOIL REPORT NO 35200 1

Received: 8-8110197

Arsenlc Cadmium Chromium Copper Mercury Nickel Lead Zinc

3 0 S ase (80 a 100 3 9.6 SOC3

12 c0.2 23 9.8 14 I 37 69

. ..._..

' 270 I 150 . . . ...... .- .. -. ---

.j,7 . . . . . . . . z'i . . . . . .

-139-16 1 WSLO23 I WSLO23 j WSLO23 ,

' WSL023 WSLO23 WSL 023 WSLO23 I .................................. -8

Page 2 of 8 .I' ?

WSLConsultants Enviroscience CLIENT: BEVERIDGE WILLIAMS & CO. PTY LTD

A(:N O(14 752 07(1 RE: MCKINNON

2-8 Harvey Srreet, Richmond, Victoria 3 I21 'Iilephonc: t6 l 3 0429 4666 Facsimile: + ( > I 3 3429 2234 Elnail: wslcoirOoremall.com.a~l

JOBNO: D8105

QUALITY CONTROL DATA - METALS - SOIL

s-4-75B . . . . . . - . 8-4.7.i 4 . . .. , . 847 ?3.. . . . . . . 84729' . .

g4i.33. . . . . . . . . .

84724 .

. . . .I . . . .

'Splke (%)

84738

, .

. . .

...... ..._-._... - .. .._,.... ... .....-. .......

. L. . . . . . . . . . . . . .

. . : , .

, .

. .

I I I I

. . I

, . . . . .

I l

Zinc Arsenic Cadmium Chromium Copper Mercury Nickel Lead

. . . . . . . . . . _ . . . . . 8 . . . I . . . . . . . 1 . . . . . . . . . . . . ' .'' " 'I' . . 1 .!.

I ... ;. - ..t . . . . . . . . . . . . . . . I . . . . . . . i . . . . . . . .

. . ._ . . . . . . . . . . .... I . . . . i . . . ! . . I . .

i I , .

!. . 1

! I '

' ! " ' " ' i . . . . . . j _. . . . . . . . . . . . :...

. . 1. . . . . . . . . ' # . . i . ". !' ' '

I 1 !

........ + _ _ " ....._. . ..I., ....... -.._... ......I. . . . . . . q . ................ - ' . . . . . . . . . . . . . . . , . . . .

Page 3 of 8

' Soil results expressed as mglkg dry weight unless stated otherwise.

CLIENT: BEVERIDGE WILLIAMS 81 CO. PTY LTD RE: MCKINNON

JOBNO: D8105

TROLEUM

- C6-C9

HYDROCARBONS 81 PH -

1' >C9-C14

_...___...._._, ..I ......... ..---. -.-.. c20 : c20 , .............

<20 1-

. . . .__.. , <20 . _ .. _-__..... ._. -.- . .--.---.-- . . . . . . . . . . . . . . -i _._.. ... : . ..._.........-

i " ' I " " ' ' .'

SOIL' REPORTNO I 35200

Recelved:l 8-9110197

I . . I . . . . .

,,_,__.,._,_,_,._., 1 , _ ____.. }.---" __...___..._ . ' - ... . - . . . . . . . . , . _ _ . . . ..+. L _. _. . _ . .

___. _.. ... _.. . ._ ..I ...... .....__.__._.- ...--_.-...... ~ ... .-.- - -..-. -.--- - .. 8,, -.. j . .- . .+ -... ...- m- ; .. i.

i ' ' q.3

'

I . . . . . . . . 1 ... ._._ . ,_ . . . . . . . I 1 .._.,_ . ._.- .. i ..

i .

i . . . . . . . . . ' i

7.7 . . . . . I . .

. . . . . . . 7:9

.. , - ! ! . . . . . . . I . _ . . . . . . . . . . . 8 20000 .,... .

, _ ... _ . C2O ': 110 i 19000 ! CZci ' . . .; 2gub.' . j . 4,t i~b . 2'iooTdb"'. . . . . . . . . . . . . . . .

, ,:, . i ..; . 4fOb' ' 1' . 2&j(jfj , f21jt) 1

.............. . . . . . . . . . ....... . . . . . . ..i .._. . . . . . . . I . . . . . . . . . . . .I ..-. : 6.8"

'52

I I I WSLO30 ! WSLO30 WSLO30 1 I WSLO30 i I 1 I ' 139-5

I I I I I

Page 4 of 8

WSLConsultants Envi rosci e n ce A C N 004 712 ti70

'2-8 14;irvey Street,

. . . . .

. . . . . . . ..... . . . . . . ., . . , . .

! : SOIL . WATER

METHODS , . , - .. - ..I .

CLIENT:

JOB NO: D8105

BEVERIDGE WILLIAMS & CO. PTY LTD RE: MCKINNON

, : 1

( . , . . . . . . . . . . . . . . . . . . . . .

. . 1 ! I

! I

. . . . . . . . . . . . . !

, I I

. , I ! : ... ..............

, I ' ... . . . . . . .... ........... . . . . . . . . . . . . . . . . . . . . . . . . , . ~ ._.. .; i.. I ..- ...,

I I " ' "!" . ' '

I ! .WSL 030 ! WSL 030 WSLO30 1 WSL030 \ I 139-5

I , . , . . , ._ . , . , . . . . . . .

I

36200 REPORTNO I Recelved:l 8.9110197

Soil resulls expressed as rnglkg dry weight unli!ss stated otherwlse.

!lP 1

t p e 10-0.3

;rP8 'TP 10 jo.o.5

" I _ . . . _ . . . . .... ............-. . .I ..,-..-..-... . .- ..,-1 . ., .....-....... .... -.,. ..... ITP5 \0.1.0.3

i TP7 10.2-0.4

!0.5-l .O . . . , . . . .

L. ......... . . . . . . . . . . . . . 1.. -. .. TPl l ' 10.0.4 .-. . . . . . . . . . . . TP14 , ,0-0.4

.TP17 0-0.3

. . . . . . . . . . . . . .

. .

. . . . . 1 . '

WS,LConsul,tan t:i Enviroscience

Kichniond, Victoria 3 12 I Telephone: + A I 3 9427 4666 Facsimile: t G I 3 9427 2294 Email: wslcon~ozemail.com.au

.. ...,-. " ...I.--- .. co.3 .O.S

: .. ,

~ 0 . 5 C O S

g0.1 : e0.5 '

aO.5 : 4 . 5 '

. . ._..., I ...._...-. .

. . . . ......I.. ....

......... i . - .........

a0.5 I ~ 0 . 5 ........ ! . '.o.5 . ~ 0 . 5 ,

e0.5 I e0.5 .

CLIENT: BEVERIOGE WILLIAMS & CO. PTY LTD

JOB NO: D8105 RE: MCKINNON .

POLYCYCLIC AROMATIC HYDROCARBONS - soiL IREPORTNO I 35200 . 1

Received: 8-9/1019?

' Lhsnr

I ' """

. . . . . . . . . . . . . . - . . . . . . . .

. . . . . . . . .- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ....... . . . . . . . . . . . . . . , ( .-....-. 4 . . ."

. . . . . . . * . . . . . . . . .... i . . . . . . . . .

I ;, " I ' ' i . . ! " I

WSL 8100 , , ' I

Page 6 of 8

REPORT NO Received:

Toluene Ethyl Xylenes, Benzene Benzene

35200 8-9110197

.n c I '

~0.5

. . . . . . . ." .. ~ . . . . . . . . . -...

WSLConsultants Enviroscience AC:N 004 7s: b76

2.8 Harvey Street,

CLIENT:

JOBNO: 08105

BEVERIDGE WILLIAMS & CO. PTY LTD RE: MCKINNON

m

MONOCYCLIC AROMATIC HYPRQCARBONS - SOIL Email:

. . . . . . . . . . . ..- .. * .

. . . . . i - . . . . -. ..

. . . . . . . I . . . . . . . . .

. . . . . " I . I

. ; , I

. . I... ! . , , I

. . . . . . . . , I

!

i

. ,

. . . .

-u,u . . I ........................ - ............ I... . . . . . . . . . . . ! -_ .... .______.. ........ --..--. .-.. . . . . . .. ...... ...............

I .!- _...._ I .: 4.5 . . . . . . ........_._._....... i - . - . . . .

. .

.......... .

. . ...._...._.. ..-. _.. " . . . . . , , . i . . . . . . . . . . . . 1.- . . I ....

! . . . . . - . I . , . ! . . . . . . . . . . . . . . . ...I .... .- . . . . .

.TPl 7,.6 '04 . . . . .

.I . . .

. .

. .

. . . . .+ -... .~

.., ..- . .... ....... i ......... .... . ..........

' ""'! ' i.. .. . . . i ............ , I j ........... -... i -.--I .' -. . . , . . . . . . .i . . . . . . . . . .

............ ..-. .......... ... ' -

. . . . . I . .._ .... ...... .._....._.............. ...... -. . . .

. . . . . . ................ . . . . .

..... . . . . "

. . . .

' !

I

.... .........

. . . . . . . i 1 ., . . . . . . . . .

.-.. . { . .

!,, . " . ; " '

. . ( / " , ; . . . . . . . . . . . . ( . . . . , I . -

. . . . .; . . . . . . . I. . . . .

. . I . , ! . _ . . . . . . . .

I

. .

... . . . . . . . . . . . . . . .

. . , .

. .

..........

. . . .

. .

. . . . . ......

. .

. .

. .

. . . . . . .

. I

l ',WATER I

Page 7 of 8

WSLConsultants

SAMPLE DOTAILS

. . . . . . . .' 7 ' '

SCRIPTION: LOCATION , DePTC

I MP A ! . . . . . . . . . . . - . I . . .

IMP C

. . . . . . . . . . . . . . . . . . . .

I

N ~ D ' I

. . . . . ! . . . .

. , I .

' ! .... 1,

. . . . . . . . . . . . . . . . . . . . . . .

. . . . . I I . . . . . . I.. .

. .

, METHODS

CLIENT: BEVERIDGE WILLIAMS & CO. PTY LTD

JOB NO: D8105 RE: MCKINNON

Page'6 of 6

A

. . . . . . . . . .

BL:tp :12830

17 October 1997

.. . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . _. . .

Beveridge Williams 8 Co. Pty Ltd 1075 High Street ARMADALE VIC 3143

Attention: Mr. I. McKenzie

Enviroscience

Certificate of Analysis

RE: McKlNNON

Job No: D8105

WSL Report No. 35447 - Chemical Analyses

Date Sampled 16/10/97 Received by WSL Consultants on 16/10/97

Instructions were received on 16110197 Analyses were commenced on 16/10/97

Soil samples were tested in accordance with the analytical methods described in "Chemical Analysis of Polluted Soils" VIC EPA, Publication 139, Nov. 1981 and WSL in-house methods, with the results expressed as mg/kg dry weight unless stated otherwise.

Water samples were tested in accordance with the analytical methods described in "Standard Methods for the Examination of Water &Waste Water". APHA 19th Edn. 1995 and WSL in-house methods, with the results expressed asmglLitre unless stated otherwise. .

All Quality Control Data is expressed as percentages of the expected values.

-Results peitain to samples as received.

. Yours faithfully '

L J

* WSL CONSULTANTS P N LTD

i-

' I

WsL Gnsu!tants Pry. Ltd. A.C.N. OM 751 616

2-8 Harvey Streer. Richmcind. Vicroria 31 2 I s Ausrratia Tzlcl~llone: +GI 3 9429 4666 Facsimilc: +6i 3 3429 2294

: I

This Laboratory is registered by the National ASsoC of Testing Authorities. Austnlia. The test(sr repofled in have heen perforlnrd in accordance with its of rryistrxion. This document shall not he reprc except in ful l .

Page 1 of 3 A N.4TA Accredited Lahorntory

- ...... _. ........ r'. "."I - - .:- CLIENT:

RE: JOB NO:

BEVERIDGE WILLIAMS & CO. PTY LTD MCKINNON D8105

METALS - SOIL REPORTNO I 35447

Received:]. 16/10/97 I

Arsenic Cadmium Chromium Copper Lead Nickel Zinc

10 I q0.2. , 6.0 15 , ' 950 5.6

.... . . . . . .

....

. . . . . . . . .

I I ,

WSLO23 1 ' WSLO23 WSLO23 ' WSL 023 WSL 023 ' WSL 023 1 * . . I I 1

Page 2 of 3

-4

WSLConsultants Enviroscience CLIENT: BEVERIDGE WILLIAMS & CO. PTY LTD ACN 004 712 67(b RE: MCKINNON

2-8 Harvey Street, Richmond, Victoria 3 12 I ' I ~ l e p l ~ o i ~ e : + G I 3 9429'4GGG Fmimilc: 4 I 3 3429 2294 Email: wslcon~'~zcmail.com .ail

JOB NO: DE105

TOTAL PETROLEUM HYDROCARBONS - SOIL

I SbMPLE DETAILS '

i I, . ".,*... ................... ........ '*...'""L..P.. ......... .,,I. ....... I ' '

*AB No 1 DESCRIPTION LOCATION i DEPTH I _---.-.-*...IT +--

5558 '02 TP 1 ' 110-1.2. .._.___.._. . ..___....._....._._..._ " . . . . . . . . . . . . . . . . -..-- 4 - ....._.._.........-... I t

. I . . ....................... .......... .). . . . . . . . . . . . . . . . . , . . . . .

. . . . . . . . . . . . . . . .

. . . . . . . . . . .

.... ). . . . . . . . .

. . . . . . .

. . ,

. . . . . , I .

. .

. . . . .

. .

. . .

. . . .I ' . . I .......................

. . . I

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

. . . 1 . .

. . . "... . . . . . .., . . . . . . . . .

. . . . . . . . . . . .

... . . . . . . . . . . . . . . . . . . . . . . . . .

. . , . .

. . . . . . . . . . .

METHOPS SOIL WATER

REPORTNO 1 35447

Recelved:l 16/10/97

.........-_-.-..... I .........

..... ......._....... . . . . . . . . . . 1 ._......---_.- 4 . . .

I ' " I " '. ............

...... .._.-_ - .... ... .................... I '

I

............ I-... 1.' ' I ......._......... " .....--. I

....... . ....._.... J, -.______ 1 .............._.....-___ ' -__... . . I I

. . . . . . . .- .... ... .. ....... .....

. . . . . . "

I ..- _.._-_.... i"'......... .. .

.._.. ...._.--

. . - . . I ....-. .....

. - .i _.._.

....... j .. .._.. . .............. .-i .. I ' j ..... ... . . . . . . . . .)

. .; ....... - .. ...____.__.._.._..I-- ..._. .......... -.{ i . . . . . .-.i ................... i.... ._.-_____; ....._........_...._._._.. I _ _ _ .......

. .... . . . . . . . ..... ........-... i -... . ..--_.--' r" . __I .. - -......- .-. i..-'."-.-. ..-. ..-...-. '.-.

. . . . . i ..... I . . . - :.. . . . . . . . . . . . . i ............ .._- " -....,-..- . . .

i I . . . . . . . . . . . . . . . ....... t ................... . ! .... ' I ' ' "

! ' . . . . "_.:.. . ........ I .......-..--...---.-..- i,. . ..^._ ...._.--.__._._I_......_.. .-.- . . . . . . . . . . ."._. ... . . . . . . . . . . . . . . . . . . . : .................. ,{ _...... ._.___..--_ $- ..-. ......... ~ ...... -

I I .' '-" " - ' ' . . . . . . . . . -..: ......... ........ ._.. ..i ......__-_.._...-_.. p. .-.-- L . ". . . . I ...... - ...... I . .. ...... 1 ......... - " .... -.. -1 - " " . - _..... . . . . . . . . . . ! . . . ..j ................ .....I . . . . . . .

. . ._- ....... ._ ....... . . . . . -. . . . . . . . . . . . . . . . . . I . . . . . . I

. . . . . . . ..̂ .I_ .... ..-. ..-.,-... ............ ........._ . . . . . . . . . . . . . . . .- . . . . . . . . . . . . ..._.. ... "...

. . . . . . . . . . . . . . , .. . . . . . 8 . . . . . .

I . . . -. . .( . . c .

I I

I i . ,

. . . . . . . . . . . WSL 030 . ! WSL 030 I WSLO30 1 ~ I

Page 3 of 3

Soil rasulls expressed as mglkg dry weight unlctss stated otherwise.

@ 002

job no 1 1 1

LI cedfiintcs

TES I

Test localions and d e p h corrcdly recorded: Tests conducied and reponed 05 per COC form:

9 7 a:COCF ORM

19/06 ' 0 0 MON 16:27 FAX 0398227933

,QJ/o/.t;,

A

&. %p'1

iAMPL€ OETAlLS AN0 TEST RMUIREMENTS

-odt Aeculk Roqulrod By - P . .

I I 1

0 7 a :COCFO RM

/06 '00 MON 16:27 FAX 0398227933 A @I005

m .

0 3 9 8 2 2 7 9 3 3

company date time

IS

b m &Cr, I

4\\0 1 L - q - I

~~

19/06 '00 MON 16:28 FAX 0398227933 . . . . . . . . 0398227933

A

BEVERIDGE WILLIAMS & CO PTY LTD ACN 006 197 235 1075 High Street Armadale Vic 3143

@I 008

PHN: (03) 9822:9799 IFAX: (03) 9822 7933

. FACSIMILE

RE: ...................... P A ~ L ~ ~ ~ ~ R!W~ I .................................. nct.I~v~oi~

IF YOU DO NOT RECEIVE TELEPHONE OUR OFFICE.

If you have received this facsimile in error, Beveridge Williams & Co prohibits the copying or distribution of this document. We would be grateful if you would advise our office of the .incorrect despatch and return the message to us by post at our expense. Thank you for your co-operation.

N OF CUSTODY I

19/06 '00 MON 1 6 ~ 2 8 FAX 0398227933 A @ 008

-ai c v l i r i l e s

OTES I

T c l loenlions and depths correctly motded: lr,rs conducled and ~ c p x ~ c d sf per C X form:

I I J 3.97 a:COCFORM

I

10-5-0-1 I " I .t j\

9/06 ' 0 0 MON 1 6 : 2 9 FAX 0398227933 A Im 010

1

AIN O f CUSTODY I

I I 97 a:COCFORM

1/06 '00 NON 16:29 FAX 0398227933 A @I 011

Beveridge Williams & Co Pty L1 Zornposi 73mple Details

0 3 9 8 2 2 7 9 3 3

I I 1 25-97 a:COMPFORM

~

19/06 ' 0 0 MON 1 6 : 2 9 FAX 0 3 9 8 2 2 7 9 3 3 A

0 3 9 8 2 2 7 9 3 3

BEVERIDGE WILLIAMS & CO PTY LTD ACN 006 197 235 1075 High Street Arrnadale Vic 3143

PHN: (03) 9822 9799 FAX: (03) 9822 7933

: FACSIMILE

h70 FAX NO:

m o l 2

M&rJ&h, LAO +Kfh(NOhJ Zk No: 3 810s RE: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

Ssqle/ 02 i p ( / * 0 4 2 w * - p H 0-3 sshUpl= 26 -pg 0 - 0 ' 5 h d &- H-y&

( A S , cd I G, G I Pb, EJ; I Zh] . L.Uk1-k 3 12 - 17[10147 Q S d k m d

IF YOU DO NOT RECEIVE LEGIBLE COPY, KINDLY TELEPHO

I f you have received this facsimile in error, Beveridge Williams 8, Co prohibits distribution of this document- We would be grateful if you would advise our office of the incorrect despatch and return the message to us by post at our expense, Thank you for your co-operation.

APPENDIX C

ATMA ENVIRONMENTAL PTY LTD BOREHOLE LOGS

. .. -. . . .

0.1 0 NHS 5.1. - moist

BORE HOLE S.I. - -

10 NHS moist 1 0.5

Borehole Logs 1-6

XXX Fill - clay, bricks, SA. moist, brown, loose. Bare surface

Fill - sandy, bricks, s.1. moist, brown, XXX loose. -~

E.O.H. @ 0.6

Project No.: Job 38 Location: McKinnon

0.1 50 NHS dry BORE HOLE

2

- -

S.I. -- 0.5 150 NHS moist

Date Drilled: Diameter: Drilling Method:

XXX Gravellbitumen Bare surface

Silty SAND - gravel.

Sandy CLAY - orangelbrown, 5.1. moist. E.O.H. @ 0.6

5.1. moist, brown, loose, with

XXX

Atma Environmental

. - 0.1 25

-. BORE HOLE

3 - - 15 0.5

Abbreviations: NHS No hydrocarbon smell

NHS 5.1. XXX Fill - gravel, saw dust, sand, s.1. moist, Bare surface moist grey-brown, loose.

5.1. Sandy orangdyellowhrown, s.1. moist, Natural

- NHS moist XXX CLAY - low plasticity, mottled. ___- E.O.H. @ 0.6

12/04/1999 FHS Faint hydrocarbon smell 70 mm MHS Moderate hydrocarbon smell Hand Auger, . SHS Strong hydrocarbon smell

- 0.1 10 NHS moist XXX BORE HOLE - -

4 S.I. - 25 NHS moist XXX ~- 0.5

FILL - sandy loam, plaster and gravel, Bare surface s.1. moist, browdwhite tending mostly plaster at 0.5

E.O.H.@ 0.6

- 0.1 25 BORE HOLE

6 - 0.5 0

NHS dry XXX FILL - gravel with sandy loam, dry, mod. Bare surface dense. plaster with sandy loam, s.1. moist.

5.1. FILL - Sand, s.1. moist, greybown, loose. FILL -

- NHS moist XXX E.O.H. @ 0.6

B H OLE

50 NHS dry XXX FILL - sandy loam, plaster and gravel, Bare surface 5.1. moist, grey-brown tending dark brown, sawdust layer at 0.5

Borehole Logs 7-13

0.1 30 NHS 5.1. XXX FILL - sandy loam, 5.1. moist, brown, loose. - moist _- BORE

HOLE 7

-. ._ S.I. FILL - silty sand with gravel & clay, loose,

.- 0.5 10 NHS moist XXX s.1. moist, light grey, brown.

Atma Environmental

Bare surface

Natural

E.O.H. @ 0.5

Project No.: Job 38 Abbreviations: Location: McKinnon * NHS No hydrocarbon smell Date Drilled: 12/04/1999 FHS Faint hydrocarbon smell Diameter: 70 mm MHS Moderate hydrocarbon smell Drilling Method: Hand Auger SHS Strong hydrocarbon smell

0.1 60 NHS moist XXX FILL - sand, s.1. moist, grey, dark brown, _. _ _

BORE loose, fine-medium grained. HOLE

8 Sandy moist, orangebrown, soft,

- _- - 0.5 15 NHS sat XXX CLAY - low plasticity.

~

BORE 0.1 10 NHS moist XXX FILL- sandy, dry, brown, loose. HOLE - --.

9 Sandy moist, yellow/red/brown, firm, low CLAY - plasticity. __

0.5 40 NHS moist XXX

BORE 0.1 dry XXX FILL - sandy loam with gravel, s.1. moist, HOLE brown, loose.

____

Sandy moist, yellow/red/brown, firm, low CLAY - piasticitj..

__ - 10

_ _ _ 0.5 40 NHS dry XXX

Bare surface

E.O.H. @ 0.6

Bare surface

Natural

E.O.H. @ 0.5

E.O.H. @ 0.5 L

BORE 0.1 0 dry XXX FILL - sandy loam with plaster and gravel, Bare surface HOLE slight moist, dark brown.

- - _.

-- 11

0.5 0 NHS dry XXX Sandy moist, yellow/red/brown, firm, low E.O.H. @ 0.5 - CLAY - plasticity.

0.1 0 NHS dry XXX FILL- plaster, sand, s.1. moist, tending to Bare surface - BORE plaster at 0.5, greyhrowrdwhite, HOLE loose. - -

12 - 0.5 0 dry XXX . E.0.H.Q 0.5 . - 0.1 0 NHS s.1. XXX FILL- sandy loam with sand, s.1. moist, Bare surface

BORE moist brown, loose, tending gravel, yellow/ HOLE light/ brown, firm low plastcity at 0.4.

13

- __

0.5 80 XXX Sandy moist, yellow/recUbrown, firm, low E.O.H. @ 0.5 -- CLAY - plasticity.

+

.-

0.1 20 NHS s.1. XXX FILL - sandy loam and gravel, mod. dense, -- moist brown, dry. - BORE

HOLE 14 S.I.

0.5 0 NHS moist XXX Sandy CLAY - moist, yellowhedhrown, firm.

Borehole Logs 14-20

Bare surface

Natural E.O.H. @I 0.5

Atma Environmental

~

0.1 15 NHS moist XXX FILL - sandy loam, s.1. moist, brown, - BORE loose. HOLE -

15 Sandy moist, yellowhedhrown, firm, low - 0.5 5 NHS moist XXX CLAY - plasticity.

BORE 0.1 5 NHS moist XXX FILL - sandy loam, s.1. moist, brown, loose, HOLE fibers found.

-- -

16 - Sandy moist, yellow/red/brown, firm, low 0.5 120 NHS moist XXX CLAY - plasticity.

BORE 0.1 6G NHS moist XXX FILL - sandy loam with gravel & plaster, HOLE

17

- s.1. moist, dark brown. _ _

__

60 NHS moist XXX -- 0.5 ___-__-

Project No.: Job 38 Abbreviations: Location: McKinnon ' NHS No hydrocarbon smell Date Drilled: 12/04/1999 FHS Faint hydrocarbon smell Diameter: 70 mm MHS Moderate hydrocarbon smell Drilling Method: Hand Auger SHS Strong hydrocarbon smell

Natural E.O.H. @ 0.5

Natural E.O.H. @ 0.5

J

FILL - sandy clay tending to sand at 0.5 m, s.1. moist, yellowhedhrown.

- 0.5

[BORE1 0.1 I I 40 I NHS I moist I XXX IFILL - sandv loam. brown. s.1. moist. loose. I 1

- 40 NHS moist XXX -___ E.O.H. @ 0.5

L

0.1 50 NHS moist XXX FILL - plaster, sand, s.1. moist, greyhown, - BORE loose. HOLE

_-

19 - Sandy moist, yellow/red/brown, firm, low Natural 0.5 50 NHS moist XXX CLAY - plasticity, trace of limonite gravel. E.O.H. @ 0.5

L

Borehole Logs 20 At ma Environment ai

Pro jec t No.: Job 38 Abbreviations: Locat ion: McKinnon NHS N o hydrocarbon smell Date Drilled: 12/09/1999 FHS Faint hydrocarbon smell Diameter: 70 mm MHS Moderate hydrocarbon smell Drilling Method : Hand Auger . SHS Strong hydrocarbon smell

IORE IOLE 20

- 320 _.

800

430

-

450

180 --

880

MHS -

MHS -

SHS

-- -

-

MHS -

MHS --

FHS --

VFH! -

VFH!

VFH!

- -

moisl

moist

__

moisl

SI. mois’ -

SI. mois

SI. mois --

SI. mois -

SI. mois SI. -

-

xxx -

xxx -_

xxx -

xxx -

xxx . . . .

xxx ---

xxx

xxx

xxx

--

-

11 - sandy, slightly moist, browdgrey, loose.

indy moist, yellow/redhrown, firm, low LAY - plasticity. _______

__ ___. _ ...................

-. ..... ..

____ ........

ilty Clayey light browdorangellight grey AND whitish streaks, fine grained

dense, mottled, tending - sandy at 5.0 m.

are surface

latural ~-

........ -.

.. .- . . . . - . .

.O.H. @ 5.2

Borehole Logs 21 & BG Atma Environmental

I

Project No.: Job 38 Abbreviations: Location: McKinnon ’ NHS No hydrocarbon smell Date Drilled: 12/04/1999 FHS Faint hydrocarbon smell Diameter: 70 mm MHS Moderate hydrocarbon smell Drilling Method: Hand Auger SHS Strong hydrocarbon smell

1E.O.H. @ 1.6

BORE HOLE

21

-

XXX --- 270 MHS t Sandy moist, yellowlredmrown, firm, low CLAY - plasticity. _____

750 MHS 4 500 SHS

BORE HOLE BG

0.1 60 NHS

. .

. ..

. . . ._ .- . 0.5 100 NHS -

-

-

moist

moist --

moist - -

FILL - sandy, slightly moist, browdgrey, loose.

xxx -_

xxx I

3are surface

qatural

T moist XXX

FILL - sandy loam, 5.1. moist, brown, loose. with gravel.

Sandy moist, yellow/red/brown, firm, low CLAY - plasticity.

Bare surface 1 Natura I

APPENDIX D

ATMA ENVIRONMENTAL PTY LTD ANALYTICAL AND QA/QC LABORATORY

TRAN SCR I PTS

DA~I - IME I __ _ _ - --

7bh7'930 - W LABNAME: - - - - -.Jg&-*- ( D A T m E )

REGO FOR IAB BY: (sign)

LAB. NO.

LAB. SUPERVISOR: (sign)

(DAlEfllME)

(DAlEfllME) FAXED RESULTS REC'D:

FINAL RESULTS REC'D:

REMARKS:

Fax results to: (03) 9326 2043

NOTE: U s e only 50% of each jar to make composite sample. Mix content of jars thoroughly before taking 50% out. Store all samples in cool. dark place.

-1 Must be completed by Atma Environmental I Must be completed with date and time for payment. i

Atma Environmental :HAIN OF CUSTODY RECO iD (COC)

nodified after US EPA chain of custody form) Sheet J- of _i. L

m 4 7 Sampler's Signature: A 'ROJECT: HC KiPr204

;ite No: 38 Date: 7 ; ~ / 9 9 Time: SAMPLE

I

ANALYSIS FOR

COMPOSITING INSTRUCTIONS SAMPLE NO. TYPE

L/ J J J

Y . ' ,

J

J J

J

J . J

r / u J

I (DATEITIME) I RECEIVED BY: (sign)

n

ATMA ENVIRONMENTAL 'LEVEL 10,459 LITTLE COLLINS STREET MELBOURNE

'VIC 3000

Contact : G.BERRY Batch Number : 9902670 Job Ref Sample(s) Received : 07/04/1999

Report No : 3222

: SITENO38

ElOO.O1 Moisture Content I

El 02.H5 Elements by Microwave D(gestion 8 ICP-MS

E l 04.52 Total Petroleum Hydrocartions by GC/GC-MS

E106.01 Volatile Organics (BTENMAH) by G C I

.*" Thls Is the Flnal Report whlch super,sedes any reports previously Issued relatlng to the sample(s) included.

* I All samples tested as submitted by ciien,!. ' I ,

!$L Denotes methods not covered by NAK4 terns of accfedilaUon

B.App.Sci. (Environm

; . .r;. ::.. y! _..' >:e. '

<;. .. ; d . '"A;.;.

\. ..,:.m-. . Thls Laboratory is accredlted by the NaUonal .:: . . .,. Association of Testing Authorities, Australia. The

tests reported herln have been performed in ; J:'

.u accordance with its terms of accreditation. ,Y

NATA ENDORSED DOCUMENT

I;.,

Document may nor be reproduced except In full. NATA Accredllatlon No. I646

!

! !

i

I

!

..................................................... ................................................................................................................................................................. n ......... I. ..- : .... .._.-" " ....................................................................................................................................... ..................... I ElO2.Hb Method codes :

Units : .__1___.1_W--. mom0

P a g e t o f 6 j -- . . . . . .u~..- . . . . - . .w.. , ,*.- , . , . . . - , ,~ ___mu_I -,-. w....-- ".....---~...-~---.---- Repotted: Monday, 12 ApdIl999 I

-

..... , . ..

~ _ _ I I _ _ u . . . . . - . ~ ~ , , . . . . u _ _ yII.".."..uI..II*vIuIvwII *--.+---..-.-*------.--"-._l__ - . . . . " - ~ - - . ~ ~ 11.6 18.3 14.4 17.2 14.0 10.0

17.0 '

9902670/001 XAFC12.4 i 99026701002 XAWNI1.S 99026701003 XAWEI1.5 99026701004 XAWW11.5 99026701005 XAWS11.5 99026701006 SPl 9902670/007 DUFL 1

...................._....................... ,. ................................................ " :;;:'..r ......',~"..,*..*.-........".

UI.U.UIII.....A".."#... --I. ..S.".II.....-..--..----

,a' . I

................................................................................................................................................................... ....... .......................................................... .......... ",,* ....................... ! E1OO.Ol Method Codes :

Unlts : P a p c 3 o f 6 :

% whv -. _Y_.,.,nM .."..UIUI.w _.A-

I

- ,."- "-"__I,-

_______-I- WWU_",__.. -uu,"A.... ,.A".......-." -...-., m _ - . - " - . w _ _ _ . , , I - . _ _ - _ _ - - - ~ ~ - - ~

<20 e20 <20 <20 - c20 <20 <20 <20 - <20 <20 <20 <20 -

! <20 <20 <20 <20 <0.02 <0.02 <o. 99026701001 XAFC12.4 9902670/002 XAWNI1.5

9902670/003 XAWW1.5 9902670/004 XAWWI1.5 99026701005 XAh'SI1.5 9902670l006 SP1

<20 <20 24 <20 - 9902670l007 DUPL 1 <20 -30 c20 <20 -

.......................................... ...... .................................................. .................. " ............................................................................................................... ......................................................................................................................................................................... ! €104.62 €104.12 €104.82 E104.52 €106.01 E106.01 E106.01 E106.01 Method Codes :

Units : -7 mgmg mgmg mghg mglkg mggg mghg mghg mglkn ,-..--.U-p---. 7;

Page4of6 i -- ___.\ ......... ..",,,u--"..L.....* "AI...-......."......-.- .. ---.." *-.-.--...-.*.*-+---- Rnaoried: Mondav. 12 April 1999

~~~

. .- ...... . - .

-0 m 3

Q) 0 I

s I n. I-

u A - " Y u " I . w ~ _I"rruIu_.*__n-"_.-_-~--"-~,,-~ . .

..I*-* .....I.* ..... *-.-,.....A ....,.*.w.......*-* ...A-..,,._.. *.WII**.n...... ...- w...YX...-......YW ,...... -..mY__-.-I_.-I.UI"-----..-~ ...........

9902670QOOE Spike Recovery 99+670/006 10s - 9902670Q009 Spike Recovery CLIPAN SOIL 93.6 - 9902670QOlO Dupllcnte 9902670/006 Ci.0 <1.0 18.2 <1.0 - 9902670Q013 Splkc Rccove~y CIcplr Soil 72.0 G9.0 79.0

99026704014 Splkc Recovery Clc;in Soil 72.0 G9.0 79.0

9902670Q011 Spike Recovery 990;2670/006 97.2 -

. . . . . ~ .._ . ,..

. . . . . .

. X'

....

!

.............................................................................................................................................................. ....................................................................................................................................................................................................................................

.u-.y-un "w'u""LLu"'. .....* -..,- ...- "...-.-... n.r*nruru... .-.....-., * ...... .........-...VU. uu...-uc_-___.----.--- Page50/6

! '% Method Codes : Units : '/I

. - _ _ _ _ _

9902670QolZ QCBlunk m)l iod blnnk c0.02 c0.02 c0.02 c0.02

Quallty Results provlded In thls repor7 are for laboratory Quallty Control purposes.

. .

. . . . . . . .... . . ; t ......... .,,+ . .:. ,::a ......

......................................................................................... ............................".........................'..........................................................#........*. ............................................................ ... ...,.." ................................................... ............................................................... ! E106.01 E106.01 E106.01 E106.01 Method Codas : Units ; w ~ . ~ , . * w * ~ ~ I c L I u . I ~ w . ~ ~ . . ~ . ~ ~ - ~

_."..".."~.-.-------* mQkp mQkQ mQkQ mQkg P

Page 6of 6 1 ~ . U I I U l u - C I . . - " . - - ~ - ~ , m - ~ ~ - - ~ ~

Repotfed: Monday, 12 Apdl l999 '

. . . . . . . . . . . . . _ .. .....................................................

:HAIN OF CUSTODY RECORD (COC) Atma Environmental odified after US EPA chain of custody form) Sheet I of 3.

ite No: 3 8 Date: m/4& Time: ( I I I I SAMPLE

SAMPLENO. I I I TYPE I ANALYSIS COMPOSITING

INSTRUCTIONS FOR

(DATE r n M

(DATWIM

3ELINQUISHED BY: (sign)

IISPATCHED BY: (sign)

RECEIVED BY: (sign)

@57#Urn/OdS

24HRS 48HRS (72HRS) OTHER FINAL C;YPED) RES~LTS SHALL BE AVAIIABLE WHIN: I m r r c r n h . ,- . Y I .I.

r n A r c r n &

I FAXED RESULTS REC'D: I

IAB. NO. ,""I LI I Y 1

LAB. SUPERVISOR: (sign) I FINAL RESULTS REC'D:

REMARKS:

Fax results to: (03) 967~ &&

NOTE: Use only 50% of each jar to make composite sample. Mi content of jars thoroughly before taking 50% out. Store all samples in cool. dark place.

3 Must be completed by Atma Environmental Must be completed with date and time for payment.

:HAIN OF CUSTODY RECORD (C Sheet e ? of . lodified afler US EPA chain of custody form)

OTHER FINAL PED) R~SULTS SHALL BE AVAILABLE WITHIN: 24HRS 48HRS I

LAB. NO. LAB. SUPERVISOR: (sign) ASrnPA FINAL RESULTS REC'D:

REMARKS:

Fax results to: (03)

(DATmIME)

(DATE/TIME) FAXED RESULTS REC'D:

7670 Odd

NOTE: Use only 50% of each jar to make composite sample. Muc content of jars thoroughly before taking 50% out.

Store all samples in cool. dark place. 3 Must be completed by Atma Environmental I Must be completed with date and time for payment

ROJECT:

ite No: 2 9

SAMPLE NO.

SAMPLE ANALYSIS COMPOSlTiNG -

I TYPE

I I J

FOR I I INSTRUCTIONS v) Df W z 2 Z 0 0

_. . . . .__ ._ . - . _. - - ..

I I (DATBTIME)

3 ) D BY: (sign)

ZHAIN OF CUSTODY RECORD (COC) Atma Environmental nodified after US EPA chain of custody form) Sheet 3 of x.

A-.- ____ . -__ .___I 4 . . I I _ . . _ _ _ _ _ _ _ _ _ _ _ _ _ . . . .. - . ...-...

! &--q/w/ /d5/7@332 RECD FOR LAB BY: (sign)

FINAL-(TYPED) RESULTS SHALL BE AVAllABLE WITHIN: 24HRS 48HRS OTHER

LAB. NO.


REMARKS:

v

( D A T m

(DATWU FAXED RESULTS REC'D:

FINAL RESULTS REC'D: /, ?HM 'H:anfiknvJ 6ery//,crm, ddm;Lcm) ccbdt, m&bol.,

'ROJECT: McACiMhDh

jite No: 38 Date: I 1 I I SAMPLE ANALYSIS I COMPOSITING

Fax results to: (03)- se fen ; am, h ' ~ . 962% 6/46 ?+hjM" : *3* s f a n d o r i ~ ~ ~ ~ ~ ,

NOTE: Use only 50% of each jar to make composite sample. Mb content of jars thoroughly before taking 50% out. Store all samples in cool. dark place.

L$ Must be completed by Atma Environmental I Must be completed with date and time for payment. *

SAMPLE NO. I I I I TYPE

.

(21: . .

TOTAL: 48' RELINQUISHED BY: (sign)

\ FOR I I INSTRUCTIONS

I I

.- .. - -

I (2) (51 (3) (4) (I) z S I S S 4

(DATWIM :EIVED BY: (sign)

RECEIVED BY: (sign) . (DATE r n N * 13/45/99 RELINQUISHED BY: (sign)

#-STfMC77/W.S V DISPATCHED BY: (sign) D A T m E I LABNAME: (DATEmlu

A.C.N. 006 823 089 585 Blackbum Road

Notting Hill, Victoria, Australia 3168 Telephone (03) 9562 58%

Fax (03) 9562 033f

Replacement for Report no: 3424, issued on: 20 Apr 1999

ATMA ENVIRONMENTAL Contact : GLENNBERRY LEVEL 10,459 LITTLE COLLINS STREET MELBOURNE

Batch Number : 9902813 Job Ref : 38 Sample@ Received : 14/04/1999

Replacement Report No : 4107 VIC 3000

Compositing of Soil Samples prior to testing. E1OO.O1 Moisture Content E102.05 Elements in Solution by ICP-MS E102.W Mercury by Microwave Digestion, Vapour AAS

E102.H5 Elements by Microwave Digestion & ICP-MS E104.52 Total Petroleum Hydrocarbons by GC/GC-MS E106.01 Volatile Organics (BTEXIMAH) by GC E106.04 Volatile Organics by Purge & Trap GC-MS E108.02 Polycyclic Aromatic Hydrocarbons by GC-MS E108.02 Total Poly-Aromatic Hydrocarbons by GC-MS E l 10.01 Organochlorine Compounds by GC-ECD E l 10.02 Polychlorinated Biphenyls by GC

E118.11 Anions by Ion Chromatography E122.01 Total distillable Phenolics by colorimetry G510.02 Total Cyanide determination by Colorimetry

Susan Crow

B.Sc. Analyst

Anthony Crane

B.App.Sci. (Environmental) Senior Analyst

Wema Mueller B.App.Sci. MRACl

Chief Chemist

John Ltwey Dip.App.Sci (Chemistry) Senior Anal@ - Metals

. . .. . . . . __ . -. - - . .I=-!.- This. La!o!?!o'Y is a"ed"e_d bythe _N_ational . . . _ _ . , . . -. . . . ... -. . - Assouation oflrestrng Aulho?ities. husrralC-.- fne tests reported herin have been performed in accordance with its terns of acueditation.

NATA ENDORSED DOCUMENT Document may not be reproduced except in full.

NATA Accreditation No. 1645

* This is the Final Report wftkhsupersedes.-.ny reports previously issued relating to fhe sample(s) included.

# Denotes methods not covered by NATA terns of accreditation

. . - . - ._ . . ' N I sarnpis tested as submitted by dent.

A .

. . . . . .

-.,-__U_.-"~I-"-,-.-",-.,- .-,,, --",-~~--~.,.",.---~-~-- .i- :>.:. . . . . -. A . yII.Ic---.,,,

Reported: Tuesday, 18 M y 1999 Page Z o/ 13

990 28 WOO2 9902813/004 9902813/005 9902813/009 99028 13/012 l / O S m.5 3/0.15 5/0.15 6/0.5

SOIL SOIL SOIL SOIL SOIL

Method E l l a l l Units: nipkg Sulphate 6800 11000

Method: E102.HS units: rliglkg Barium

Ltad

8.7 22 20 6.9 51 88

Method: E1OO.O1 Units: Yo wlw - . 18.1 Moisture

. r

..-.

AnaW-d La_bp%!~.S

A.C.N. 006 823 089

585 Blackbum Road Notting Hill, Victoria, Australia 3168

Telephone (03) 9562 5899

Fax (03) 9562 0336

99028 13/0 13 99028 13/0 16 99028 13/01 7 99028 13/0 19 99028 131022 710.15 810.5 wo.15 lO/O. 15 11/0.5

SOIL SOIL SOIL SOIL s OIL

Method: E11811 Units: mgkg

Sulphate I1 4900

Soil Composite donz done

Method: E102H5 Units: mg/kg Barium

Lead

2 8 23

80 9.3 20 18

Method: E1OO.O1 Units: Y o wvhv

Moisture

.. . . . .. _.

7.7 20.7

9902813l023 9902813/027 9902813/029 9902813/032 99028131033 1V0.15 1410.15 15/0.15 1W0.5 17/0.15


Method: E11811 Units: nrglkg Sulphate I 1000 600

Method: E106.01 Units: nagkg Benzene <0.02

Ethyl Benzene <0.02

Toluene 0.02 Xylene C0.02

Method: E102.HS Units: m g k g

Barium 12 9.4 Lead 12 3.9 40

iMethod: E1OO.O1 Units: Yo W/W

Moisture 19.6 13.0

Method: E101.52 Units: nigkg TPH CG - C9 <20

TPH CIO - C14 <20

TPH C15 - (3.8 <20

TPH C29 - C36 29

!

! i

. . . . . . . . ......... . . . . . . . . . . . . . . . . . . . .............. ......... . .

......

~nalytical Laboratories


Notting Hill, Victoria. Australia 3168 Telephone (03) 9562 5899

Fax (03) 9562 0336

......... ................. ..... . . . .

9902813/036 9902813/037 9902813/039 990281 19/0.15 20/0.5 20/1.0 20/1.5

SOlL SOlL SOIL SOlL SOlL

Bcnzene

Ethyl Benzene

Toluene

<0.02 <0.02

<0.02 <0.02

Method: E102.H5 units- n i g h ."

. . .... . . . . . . . . . . . . . . . . . . . . . . . . - . . . . .... _ _ -- .

99028131042 99028131043 99628131046 99028131045 990281U046 2110.5 2111.0 2111.5 DUPLl DUPL2


Method: El0601 Units: m g Q Benzene

Ethyl Benzene Tolucne

<0.02 0.04

<0.02 Xylene 0.56

Method: ElOZHS Units: m g h I I 20

Method: E1OO.O1 Units: % wlw 13 h 8.1 19.3

.. . Method: E10452 Units: n i g h

QO <20 <20 TPH C6 - C9 TPH CIO - C14

TPH CI 5 - C28 TPH C29 - C36

810 <20 410

3000 I20 1700

44 <20 c20

99028 13/048 99028 w 0 4 9 9 9028 13/050 99028 13/051 9 90 28 W 0 5 2 BGl/O-5 R1 COMP 1 COMP 2 COMP 3

SOIL WATER SOIL SOIL SOIL

Soil Composite done done done

Method: E102.05 Units: nr& Lead <o.oos

Method: ElOZHS Units: 111gllig Antimony h e n i c

Barium Beryllium

Cadmium

Chromium Cobalt Cappcr . Lead

Molybdenum Nickel

Selenium Tin Vanadium

Zinc

<2.0

<2.0

I2 <LO <1.0

3.2

cZ.0

cZ.0

9.1

<5.0

<2.0

0 . 0

c2.0

4.5

7.6

0 . 0

c2.0

5.2

4 . 0

a . 0

Q.0

Q.0

C2.0

1.6 -3.0

Q.0

0 . 0

c2.0

30

<2.0

2.5

11

<1.0

CI.0

<2.0

C2.0

3.0

13

C5.0

c2.0

a . 0

c2.0

17

Q.0

<1.0

<1.0

5.6

-3.0

C3-0

-3.0

Method: ElOLHZ Units: nigllig h4CXU-y 0.03 0.05

Method: E1lO.O1 Units: mgkg Aldrin

alpha - BHC alpha - Endosulphan

beta - BHC

<o. 1 CO. 1

<o. 1 <o. 1

CO. 1 CO. I 4 . 1 <o. I

beta - Endosulphan <o. 1 <o. 1

"Chloidani' . - 4.1- <ti. i DDD - a.1 <o. 1 DDE CO. I co. I

. . I <o. I CO. I

a. 1 co. 1

DDT

delta - BHC Dieldrin a. I a. 1

._ . . . _ . _

. ... .! . .~

. . . -_; . .:

- .. _i.

Endosulphan

Endrin .

EndrinAldehyde .

co. 1 a. 1

<o. I a. 1

a. 1 co. I . . .. " Heptachlor ; . a. I a. 1

Analytlul bboratorl

A.C.N. 006 823 0 585 Blackbum Roz

Notling Hill, Victoria, Australia 31 Telephone (03) 9562 58

Fax (03) 9562 03

99028 13/048 99028 W049 990 28 W050 990 28 13/051 990 28 13/052 BG1/0.5 Rf COMP 1 COMP 2 COMP 3

SOIL WATER SOIL SOIL SOIL

Heptachlorcpoxide

Hexachlorobznzene

Lindane

<o. 1 <o. I co.1 . <o. 1

co. 1 <o. I -

co. I co. 1 Methoxychlor

Method: E1OO.O1 UNb: Yo wvlw I I 3 7.2 21.8 Moislure 21 0

Method: E108.02 Units. n i g k co. I <o. I

co. I <o. I <o. 1 co. I co. I <o. I

<o. I <o. 1

<o. I co. 1

<o. I co. 1

co. I <o. 1

CO. I <o. I co. 1 co. 1

. co.1 <o. 1

<o. 1 co. 1

CO. 1 <o. I

co. I co. I co. I <o. 1

co. I <o. 1

4 <2

Acenaphlhene Acenaphthylene Anthracene

Benz(a)anthracene

Benzo(a)pyrene Benzo(b)fluoranlhene

Benzo(g.h.i)perylene Benzo(k)fluoranthen+

Chryszne Dihenz(a,h)anthracene

Fluoranthene

Fluorene

Indcno(l,2,3-~,d)pyrrne

Naphthalene Phenanthrene

Pyrme Total PAH’s

Method: E110.02 Units: in& 4 . 1 co. I PCB Aroclor 1016

PCB Aroclor 1242 PCB Aroclor 1248

PCB Aroclor 1254

PCB Aroclor 1260 4. I a. 1

<o. 1 co. 1

<o. I co. 1

<o. I <o. I

<o. I co. I

Method: C510.02 Units: niglkg

Cvanidc <0.10 a.10


Notting Hill, Victoria, Australia 3168 Telephone (03) 9562 5899

Fax (03) 9562 0336

1.1 .I-Trichloroethane

1,1,2,2-Tetrachloroethanc

I, 1,2-Trichloroethane

1 ,I-Dichloroethane 1,2(cis)-dichloroethene

1,2(1rans)-dichloroethene

I ,2-Dichlorocthane I,2-Dichloropropane

1,3-Dichloropropane

CChlorotoluene

Bromodichloromethme

Bromoform Carbon Tetrachloride

Chlorobenzene Chloroform Dibrornochloromethane Di brornomcthanc

Dichlorornzthane

n-Propylbenzenc TetrachlorcKthene

Trichloroethene

Xylene

. .. .

990 28 131048 BGilO.5

SOIL

9902813/049 R1

WATER

9902813/050 COMP 1

SOIL

<o. 1

<o. I

10.1

<o. I

<o. 1

<o. 1

<o. 1

<o. 1

<o. I <o. 1

<o. 1

<o. 1

<o. I <o. 1

<o. I <o. 1

<o. I <1.0

<o. I <o. 1

<o. I

<o. I

99028 131051 COMP 2

SOIL

CO. 1

<o. 1

<o. 1

<o. 1

<o. 1

<o. I

<o. I <o. 1

<o. 1

<o. 1

<o. 1

<o. I <o. 1

<o. I

<o. I

<o. I <o. I

4 . 0

CO. I <o. 1

<o. 1

<o. 1

99028 131052 COMP 3

SOfL

9 9028 1 ~ 0 5 3 99028 1 3 B U 9 9028 13B55 99028 w 0 5 6 COMP 4 COMP 5 COMP 6 COMP 7

SOIL SOIL SOIL SOIL

Soil Composite done done done done

Method: EIOZHS Udts: nigkg

Antimony Beryllium

Cadmium Cobalt

Molybdenum

Selenium TI n

<2.0 C2.0

<LO <1.0

c1.0 <LO 7.6 C2.0 6 0 a . 0

0.0 0 . 0

Q.0 <2.0

-3 .0

<1.0

c1.0

2.4

c5.0

0 . 0

Q.0

C2.0

1.1 c1.0

7.9

-3.0

0 . 0

c2.0

hletllod: E1OO.O1 Units: ?‘a WJW

Moisture 16.6 18.2 23.8 17.9

99028134058 99628134059 99028134061 990281340152 9902813Q063 Duplicate Spike QCBIank Spike QCBIank 9902813/051 Recovery METHOD Recovery METHOD

9902813/051 BLANK CLEAN SOIL BLANK

Method: E110.02 Units: mgkg PCB Aroclor I016

PCB Aroclor 1242

PCB Aroclor 1248

PCB .4roclor 1254

PCB Aroclor I260 Total PCBs

<o. 1 <o. 1

<o. 1 <o. 1 <o. 1

<o. 1

Relative Percent Dimerenee, Y o

Antimony Arsenic

Barium

Beryllium

. Cadmium

Chromium Cobalt

Copper

Lead

Manganese

Molybdcnum

Nickel

Tin Vanadium

Zinc

<LO 4.0 <1.0

19.2

6.8

6.9 8.3 5.7

3.4 6.3

4 . 0

22. I <1.0

13.3

9.3

Percent Recovery, YO

Antimony Arsenic

Barium

Beryllium

Cadmium

Chromium C\-L-l. b ” ” P L .

Copper

Lead

Manganese

Molybdenum

Nickel

Tin

Vanadium

Zinc

TPH CIO - C14

:. , . .

- - - . -

. ._ ...

73.5 84.2

85.1

72.2

81.2

89.4 Y *_ 6 1.0

85.6

81.7

87.7

8q.4

85.2 89.9

84.0

87.7

. ... . .

100

99028134058 99028134059 99028134061 99028134062 99028134063 ' Duplicate Splke QCBlank Spike QCBlank

9902813/051 Recovery METHOD Recovery METHOD 9902813/051 BLANK CLEAN SOIL BLANK

Method: E104.52 Units: nipkg

TPHC6 - C9 TPH CIO - C14

TPHCIS -C28

TPH C29 - C36

QO

<20

<20

<20

. -. . - ._ . . - .. . ... . .

A.C.N. 006 a23 089 585 Blackbum Road

Notting Hill, Victoria. Australia 3168 Telephone (03) 9562 5899

Fax (03) 9562 0336

99028 734065 Duplicate 9902813/049

Relathe Percent Difference, %

Lead 4 . 0

Quality Results provided in this repori are for laboratory Quality Control purposes.

. . I. . . - ., .:. . ... ., . . . . ---

_.. . .

LAB. NO.


%- - (DATEmME

FAXED RESULTS REC'D: .

FINAL RESULTS REC'D: (DATEfllhIE

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ....................... . . _ _ .. .- . . . . . . . . . . . . ._ . . . . . . . . - . .

:HAIN OF CUSTODY RECORD (COC) Atma Environmental rodified afler US EPA chain of custody form) Sheet of -#-.

ite NO: -% COMPOSITING INSTRUCTIONS SAMPLE NO.

z. .... ...... I / I .............

.......

_ _ ~

, ......... ... -_ - ...... .....

-_______I_

' . I . . . . .

- .-

I ....... __ . - ..

- _ _ _-__-.-.----

... ._ .... _ . - ..

. a .

.... -. ....... ..

................ ....

................. .- - . . . . . _- .... - ..... - -

... - ....... ....... I

: ! r ~

(DATEITIME

- . . : ! I :cz; i RECEIV

TOTAL: RELINQUISHED BY: (sigr

NOTE: Use only 50% of each jar to make composite sample. Mix content of jars thoroughly before taking 50% out.

Store all samples in cool. dark place. Lh Must be completed by Atma Environmental I Must be completed with date and tihe for payment.

Environmental Consulting Pty. Ltd ACN. 005 085 52'

3. Kingston Town Close, Oakleigh. Victoria. 3161 Postal Address: PO. Box 276. Oakleigh. Victoria. 3161

Telephone: (03) 9564 7 0 5 Fax: (03) 9564 7191

17 April 1999

Atma Environmental Level 10 459 Little Collins St Melbourne Vic 3000

Att : Glenn Berry

Dear. Glenn

MGT ANALYTICAL REPORT NO 132611

Please find attached the anaylsis results for the MCKINNON SITE 38 samples received 14/04/99

Yours faithfully

OpeAtions Manager

Environmental Consulting Pty. Ltd. 3 wngston TOMI aoae. oalddgh, ~letorla, 3168, ~ u ~ t r r l l r

Posbrl Adbsm: P.O. Box 276, Orldelgh, Vldorlr, 3168, Aushllr ieiephone: (03) a564 7055

Fax: (03) 8564 7180

~~ ~ ~

MGT ANALYSIS REPORT 132611

CLIENT :- Atma Environmental. Level 10 459 Little Collins St Melbourne Vic 3000

SITE :- MCRINNON SITE 38

DATE RECEIVED :- 14/04/99 DATE EXTRACTED OR PREPARED :- 14/04/99 - 15/04/99 DATE REPORTED :- 17/04/99

QA/QC DETAILS :- The QA/QC for these samples is detailed in this report no : 132611.

A total of 1 duplicate, 1 matrix spike % recovery and 1 method blank analyses or sets of analyses were carried out on this batch of samples. All QA/QC results for duplicates, matrix spike % recovery, method !blank

and known QC standards were within the set acceptable criteria.

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

p%FY? Opera ons Manager I Page 1 of 2

HEAVY METALS-US EPA SW846 METHODS 7000(AA) & 6010B(ICP), V I C EPA METHODS 13&16

Lab. No.

~~

I

I

I

I

I

I

I I Extraction with (1+3) HN03 & HC1. Results in pprn (soils rng/kg dry, waters rng/l).

Date received 14/04/99 Date Reported 17/04/99

AP1431 AP1432 AP1432D AP1432S

54 8.9 9.2 95% c o . 01

Report No,. 132611

I

Thc continuing mlidiry a d rcliabilily of rcsulu is accomplished by monitoring a nunrbcr of factor: :

I. Andyrir o f duplicate:. Dupl iutu run at a minimum of J % 2. Rccovcry of known additions. Spike: run a1 a minimum o f 5 '/e with wch batch of ramplu. 3. Anrlylir o f rugcnt bl& mn with uch batch of tvnplcs.

I .Jnalvs it o f Du &p&

O u p l i w u are ~Jytd u a matter of course and the d a b analysed by means ora range chn lypc rynun. Tho range for u c h duplicate pair i s dctcrrnined M d 'nonnaliscd' by dividing by Ihc avenge of Ihc dupliura ruulu. Oncc enough &la has b c a galherd control data for wch mclhod wn bc dcvclopcd. Thc r n w r rmgc (R) i: dclcnnind u :

- n

whcrc n - numbcr o f obrcrvationr and Ri - n o m u l i d range

and he vrriancc (square o f he rcandard deviation) is dctcnnincd P I :

n . 1 The control criteria Ihur bcuamc :

Average range R W ~ n i n g Limit R + 21, Control Limit R + 3s,

Thc n o m l i s 4 m g c for wch dupliutc pair i: wlculatd and coniparcd with rhc abovt: criteria. (This un be achicvd either graphically or by visual comparison o f Ihc dam.) Since che l imiu us b u d on 95 '/a and 90 'A confidcncc lcvcls rupectivcly , the following rclionr arc (3;cn. b u d on h a c rutirtiul pariunctcrs.

If onc mwurcmeni cxccedr tho C.L. rcpw tlic analyrir. If I I ic repcat i s wvilliiii llic C.L continue analyses . If i t cxcecdr Ihc C.L. dircontinuc ~ l y ~ ~ r and corrcct ~Irc problcia.

If two out of Ihrce rucccrciw poinu cxcccd Ihc W.L. ~ ~ ~ l y s ! ; urothcr rnnrplo. If rhc IICSI poiiir is lcrs Ihm Ihc W.L. wnlinuc M ~ I ~ I . ifthe next point cxc~:cdr the W.L. diucoiitiiiiiu aiialyscs and wrrcct chc problcm.

***Particular arc n d r to bc taken wvi~h somc roil r m p l u 'ivitti regard to sniiiple homogcncify. especially wilh rcgrrd to 'organic(' analysts. S)rtinial nnalyris iiiay indicatu a problem cxisu when in fact Ihc problem is m l l y only mmpl~: Iioinoycncily.

The recovery o f known additions is u r d IO vcrib Ihc abscnc:: of niolrix cITocls aiid ubrcncu UT

intcrferenccr. Rccovcry from stmdards i s uscd to vcrify mctlitd porfonnanco. Rccovcry data i s compared agLiN1 auspUncc crilcrii publish4 in Slmdnrd: McIhodr for Cxminalioii of Water md WUIC water. or opproprielc U.S. EPA Mcihodr. .

If recoveries fall oulridc a c c c p ~ c e crilcna. M ~ ~ S C S should :bc disconlinucd and the problciii rcctificd.

Reagent b l d s are used lo monitor purily of ragenu and thc!ovcrdI procedural blank. Rogcnl blank: arc tun LI 8 matter of courrc wirh cich botch for onalyri:. Unurual or OUI of Ihc 'norm' mulu for blank: arc invcrtigaiod and corrcciivc acbion iokcii bcforo niinlyrir of any batch it completd.

I

I

M.Wrigl\t Laboratory Maiager

. . .

... . . . . . . ..;: . i .

CHAIN . OF CUSTODY .. RECORD (COC) ' ; , < . . . . . . . . . . . -

(modlfed after US €PA chein of pstody form)

PROJECT:' Signature: - 8

Site No: qr... Date- 23/4/ /p9

. Sheet L of __. - ' . I . .

r .- .. ,-.- . . . . Sampler's 4

'/

. . . . . . . . . . . . . .

Time: '

..... I SAMPLE ANALYSIS I . . .. . , _ . . . :

TYPE FOR

TOTAL: I 1 RELINQUISHED BY: : . (gign) .

RELlNOUlSHfD BY: (sign) . . . . . . . -

. ! . . : . . . . . . . ' :_ : . . . . .

Atm;

COMPOSITING INSTRUCTIONS

(DATMIMEI

(DATEIIIMAE) OATWU(E LABNAME: G,P-L,

w?27 /+ as/l/p7 REC'D FOR LAB BY: (don)

DISPATCHED BY: (sign). , . . . __ ...... __ - . .. _. . - ......... . . . . . . . -. ..... .. ... ..... . . .-Q-.-'o -2%4 ....... 1 I- - ..... - 4 ..! .w-

24YRS 48HRS OTHER FINAL (TYPED) RESULTS SW@E AVAIIABLE WITHIN: - (OATVTIME)

UB.NO: . ~~ FAXED RESULTS REC'D: ' ~~~

(OATYnME) LAB. SUPERVISOR: (iigi).

fa?< re& to: (03) . .

NOTE:


REMKS: a 7 0 .&& . ._ . . . . . . . . . . . . . . : . . . I

Use only.SOX of each jar to make Wfnpo8ite Sample. Mix content of jars thoroughly before hking 50% out Store ell ramples In cool, dark placs.

. . . 4 Mus1 be Wmpkled by Atma Environmental a Must be complsted wHh date and lbne for payment.

. . . * . . .

ATMA ENVIRONMENTAL LEVEL 10,459 LITTLE COLLINS STREET MELBOURNE

'VIC 3000

Contact : MCKINNON Batch Number : 9903034 Job Ref : 38 Sample@) Received : 26/04/1999

Report No : 3574

E1OO.O1 Moisture Content

E l 04.52 Total Petroleum Hydrocarbons by GC/GC-MS

",? Thls Is the Flnal Reporf whlch supersedes any reports prevlously Issued relatlng to the sample(s) Included.

I// semples fesfed as submitted by clienf.; .'!>. .. . 4, ' Denotes methods not covered by NATA, terns of accreditailon !;,

i

uu.II**.yI-Iu***-.-

Reporied: Wednesday, 28 -.A.._u".c

Aprll1899

B.App.Sci. (Environmental) B.App.Soi. MRACI Chief Chemist Senior Analyst

., . , . . , . . . . ;. ..," ,,$,, , '!' , . i

.... . - . , .. . " :. ', .,,,, .;.,'!! ',:;! . , ( :. .*'." '

~ : , - . :,;:. .'" Thls Laboratory Is accredited by the National ":;.

I 7:. tests reported herln have been performed In

a',

Association of Testing Authoritles, Australia. The

accordance with its terms o f accreditation.

NATA ENDORSED DOCUMENT

*:, .

:i'

Documen? may no? be reproduced except In full, NATA Accreditallon No. 1646

P a r I of 5

-- u _ _ _ _ u - ~ ~ - * - - u u _ - u . . - ~ . . - - - - - ~ ~ . . . . A . . . . " " A . " , p -W-CIIIIW...A....---..

9903034/001 X21N2.7 I 7.7 1

9903034/002 X2lJUO.15 16.5 9903034/003 X21 W/O.15 22.5 9903034/004 X21S10.15

_. . 8.0 . . .

. . . . . . . , . . . .

. , .. , . , . . 9903034/005 X21 N/O.15 10.1 ...' -

9903034/006 X21M11.0 14.1

....... . ...... .. .... ... " ............ '.......... .... * ............................ I ..... ...... I ..... .. .... ........... I... .... . ....... ........ ........... . .............................................................................................................................................. " ........." .......................................................................................... Method Codes : e1oo.o~ Units : 'A wlw

. . U P .PP ...a___*__- U _ - - - . I - - * . ~ . . - - U - . . ~ ~ - ~ . ~ , - ~ . U - ~ ~ ~ . - ~ ~ - - - - ~ ~ - - U - " - . ~ - - _ _

Page 2 o j S Reported: Wednesday, 28 Aprl l l999

I

R h u

- .. . . . . . A . P -- -,--- ~-__L-.- U-___UI-~---. .~.~--..-......WI.X~UUIIYI,,........-I-.-.---

9903034/00 1 X2 1F12.7 GO 220 590 63 g73 9903034/002 X21W0.15 c20 e20 e20 so 99030341003 X21 W/O.lS e20 C20 e20 30 99030341004 X21S10.15 C20 C20 23 37 9903034/005 X21N/0.15 C20 53 460 230 7'43 9903034/006 X2lETI1.0 c20 G O c20 c20

...... "...."1....1.. .... * ........ ... I........................~.~*......11...~.1.... ........... ........ ....... ............ ...........I.......... ...........I............. . ............................ ~ .... I .................................. ~ .,............. ~ ,................. II ...,............................I..,............,...,.,.....,.......,..........,............................~~~,~~,~~~,~

Units : mgnw m m g m w g mohg

'

Method Codes : ! ElW.52 €104.82 ' E404.12 ElM.62

-.-- ~ r ~ . . . - a - . , ~ P

Pnor ? n f c Reporled: Wednesday, 28 Aprll l999 ',

Quallty Results provided In thls repoa are for laboratory Quallfy Control purposes.

L - - (DATE TTIME) RECEIVED BY: &Sign) RELINQUISHED BY: (sign)

SHAlN OF CUSTODY RECORD (COC)

modified after US EPA chain of custody form) Sheet A of I. Atma Environmental

& P w e Sampler's 4 Signature: 'ROJECT: ,H r f a n n

;ite No: 38 Date: A 4'q/?9 Time: SAMPLE

'

kf ALYSIS COMPOSITING INSTRUCTIONS TYPE SAMPLE NO. FOR -

LT W I- s

i : . . ! .

_- ..... ...... I ... -

....

...

- - -.

.. -

...

. . I ..

-

.

I

. . I .

RELINQUISHED BY: (sign) (DATMIME)

DISPATCHED %>ign)

24HRS 48HRS OTHER .L BE AVAILABLE WITHIN:

LAB. NO. FAXED RESULTS RECD:


REMARKS:

(DATEmME)

(DATEmME) FINAL RESULTS REC'D: !

467D 6/66 I

Fax results to : (03) 5&%S?S& '- I I NOTE: Use only 50% of each jar to make composite sample. Mix content of jars thoroughly before takins 50% out.

. .

I Store all samples in cool. dark place.

1 3 Must be completed by Alma Environmental I Must be completed with date and time for payment.

Report No : 3635 L ' E100.01 Moisture Content

E l 04.52 Total Petroleum Hydrocarbons by GC/GC-MS €106.01 Volatile Organics (BTEXIMAH) by GC

Contact : GLENNBERRY Batch Number : 9903038

Sample(s) Received : 26/04/1399 : 38 McKinnon

. MELBOUIWE

!,,+&> '..I:, '+. :>, !Q q<:, ,

+i,. .$>i.pI<'<. .yi ' Thls Is the Flnal Reporf whlch supersedes any reports prevlously Issued relating to the sample@) Included.

8 Denotes methods not covered by NA1:A terns of accreditation

,,"'P*'

'$5. i t ' d*' 'a. 911 samples tested as submitted by clier$ &, .b. Vl

&L.C- --J /.&tLwz-M Werner Mueller

Anthony Crane B,App.Sci. (Environmental) :. j B.App.Sci. MRACI

Senior Analyst' 1/ .. . . . ' ' . Chief Chemist

This Laboratory Is accredited by the National Association of Testing Authorities, Australia. The tests reported herln have been performed in accordance with its terns of accreditation.

NATA ENDORSED DOCUMENT Document may nor be reproduced except In full.

NATA Accredltatlon No. 1646

............................................ ......... ........ .... .............................................................................. n.. n........... nn.n " .._............. ....................................._..................... ..................... .............................................................................................................................. : . Method Codes : I E100.01

Unlts ; x whv

~ ~ U . . - - ~ ~ L . W . U - - - I I X I . - U ~ ~ ~ _-_*--., _mu_______ --.--_._,_m_-*"IU-.*.~.~--..-.~- .... _I____ Reporled: Friday, 30 April 1999

(auaurn3) auazuag ILdoJdosl

auazuag

6 3 - 93 Hdl

9E3 - 623 Hdl

823 - S13 Hdl

PL3 -013 Hdl

. , c i

. , 7

,..--......-*.*..** .... ..... '*.L.l.l*."+. .... _-.-.I._... .I"+... ~ ...-.I -uu ..... _.XI* _...-.....-.... **.XU..~U I..-..,.. Y .I.,.. *I** ,-uu -"" ,--LIIIIIIU..-..--..,.--. *...N-"_n ....--.. _---*.. .-,.. n.. ~ ..*__ _.., ",, ' . . . .,.;.a . ,... x: . . , , .i ,. .

,& , .;.1 " ' , .:.+ ;; 9903038Q006 QCDlnnk Mejhod Blnnk <0.02 <0.02 c0.02 c0.02 c0.02 <0.02 ..; ':.. ..: . . . . : I

9903038Q008 QCDlrink M1C;TT)IODBLANK C20 4 0 C20 C20 -

PlQY 03 '93 16:84 N.Q.'L. EIOTTING HILL 5628336 P . t -=.. _ _ .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

modltled after US EPA & o h of custody form) Sheet 1 of 1.

Site NO: ,= Date' I SAMPLE

SAMPLE NO.

-. ......

- - -_ .. -.-..-.--. . . . . . . . - ..

. . . .

le=, ANALYSIS I

I

- ?

1 iNAL (VPEO) RESULTS SHALL BE AVAILABLE WITFIN:

AB. NO. AB. SUPERVISOR! (aign)

OTHER (CATEnUE)

/OATEnlME~ FINAL RESULTS RECD:

1 .

oT€: Uee on& 50% of each jar to make m p o i l t e tample. MIX oontont of jrn lhomughly before taking 60% out. Ston 811 irmptrs In cool. dark placs.

r ) M u 4 be complelod by Atms Environmrnlal 0 Must be . ampkUd with date and thr , for prymrn!.

Contact : MAXKITSON Batch Number : 9903182 Job Ref : 38 MCKINNON Sample(s) Received : 03/05/1999

Replacement Report No : 3882

ATMA ENVIRONMENTAL LEVEL 10,459 LITTLE COLLINS !STREET MELBOURNE

............

E104.52 Total Petroleum Hydrocarbons by GC/GC-MS E106.01 Volatile Organics (BTWMAH) by GC

Werner Mucllcr B.App.Sci. MRACI

Chief Chemist

&-,tu Anthony Crane

Senior Analyst B.App.Sci. (Environmental) B.App.Sci. (A&lyticalChmisiry) . . QA Manager

. . . . .

. .

...a- "- - ?. ... ir

* This is fhe Final Report which supersedes any reports previously issued relating to (he sample(s) included. k Samples fesfed as submitted by dent.

# Denotes methods not covered by NATA ferns of amredifation . . . . . . ...... .....

---,.-Y--."...~,-.Y-~.., .................. .........-." .̂-_̂ .-.,-,,," _,-_._ ~,- ""** --"---.-*- -w__ _-.-_..._ ,-.... _-_ _-," __., y__y_y

Page I os4 Repo?ted: Monday, 10 May 1999

. AX.N.006823ORS 585 Blackbum Road

Notting Hill, Victaria, Australia 3168 Telephone (03) 9562 5899

Fax (03) 9562 0336

990318Z001 9903182/002 9903182/003 9903182l004 9903102/006 ZFZ0.15 X20F/3. 0 X20F/3.5 X20F/4.0 X20 F/5.0

s OIL SOIL SOIL s OIL SOIL

............................

..................................................... Method: E106.01 Units: nipkg

Benzene

Ethyl Benzene Toluene

Xylene

<0.02 <0.02 <0.02 <0.02 C0.02

<OB2 0.71 0.04 <0.02 C0.02

a 0 2 <0.02 <0.02 c0.02 <0.02 0.09 14 0.26 0. IO 0.07

. . . . . . . . . . . . . .

. . . . . . . . . . . . Method: E1OO.O1 Units: % w/w

15.6 10.3 IO. I Moisturs ....

TPHC6 - C9

TPH ClO - C14

. TPHCIS-C28

TPH C29 - C36

<20 82 <20 <20 <20

160 3900 52 <20 <20

310 1300 I1 <20 <20

I80 I100 3s <20 a 0

_ -

, .. I. ..

. _ _ , .- , . :.y . ::. . . . . .. ..... .. . . . . . . ::;.. t:. . . . . . . . .f . . . . .

.........."".-..".....".............._*..._...._._...I .................... _.,_____ y , . ~ ~ = ~ . ~ - ~ _ . - .

Page 2 0/4 Reported: Monday, 10 May 199s

99031824008 9903182Q009 99037820010 99031820011 9903782Q072 QCBlank Spike Duplicate Spike METHOD Recovery 990318Z007 Recovery Method Blank BLANK CLEAN SOIL 990318Z007

QCBlank

hlethod: E106.01 Units: mg/kg Benzene Ethyl Benzene

isopropyl Benzene (Cumene) Toluene

Vinyl Benzene (Styrene)

Xylene

c0.02

<0.02

<0.02

<0.02

- . <0.02

<0.02

Relative Percent Difference, Ya

TPHCIO-C14

TPHCIS -C28

TPH C29 - C36 TPH C6 - C9

2.2

8.5

20.2

c1.0

Percent Recovery, Yo

TPHClS-C28 107 98.4

Method: E10452 Units: TPH C6 - C9

TPH CIO - C14

TPHClj-CZ8 TPH C29 - C36

<20

<20 <20

<20

9903182Q013 9903182Q014 9903182Q015 9903182Q016 9903182QOI7 Spike QCBIank Duplicate QCBIank Spike Recovery METHOD 990318W002 Method Blank Recovery Clean Soil BLANK Clean Soil

Method: ElO&Ol Units: ing'kg c0.02 Benzenz

Ethyl k n z e n e <0.02

Isopropyl Benzene (Curnsnc) <0.02

Toluene c0.02

Vinyl Benzene (Styrene) <o 02 Xvlme <o 02

Relative Percent Difference, Vo

TPH C10 - C14 c1.0 TPH C1S - C28 8.9

TPH C29 - C36 2.9 TPH C6 - C9 C1.0

Percent Recovery. Vo Benzene 102 100

Isopropyl Benzene (Curnenc) 101 101

Toluene 86 0 86.0

Vinyl B~nzme (Styrzne) 90.0 92.0

Xylene 94 0 94.0

hletliod: E101.52 Units: l n g k TPH C6 - C9

TPH ClO - C14

TPHClS-C28 '

TPH C29 - C36

<20

<20

QO

QO

..z 2 .-.

. -

Quality. .suits provided in 1 L report are for la-Jratory ,Jalily Control purpos.~ . . I.

APPENDIX E

ATMA ENVIRONMENTAL PTY LTD LETTER DATED 11 MAY 2000

. -. 9

. .. . :.. . < .. . ...

I .

11 May 2000 Atma Eric Schwab 36 Union Street EAST BRIGHTON, VIC.

Dear Eric;

E n v i r o n m e n t a l Atma Emironmentll Pty Ltd Am 080 119 992

Level 10,459 Little Collins St. Melbourne, mc. 3000

Telephone: (03) 9670-6166 Fax: (03) 96706559

Mobile: 0412.000.445 E-mail: [email protected]

RE.: CONTAMINATED LAND AUDIT ISSUES

Further to correspondence from Environmental & Earth Sciences dated 13/4/00 and discussions with you, we enclose findings of additional work required to complete (in part) the Contaminated Land Audit of 231 McKinnon Road, McKinnon.

Our scope of work was to bore one hole for groundwater investigation and sample if encountered, and to bore four to five additional shallow test holes to investigate for Lead.

Groundwater Investigation

A single bore was advanced to a depth of 9.lm as near as practical to the former UST location (Mw-1). Drilling at location MW-1 found an unconfined sand aquifer present below upper sandy clay and clayey sand layers. The depth to water is 6.lm below ground level. A monitoring well was installed, purged and a sample of the groundwater collected for analysis of sulphate, total recoverable hydrocarbons (TRHs) and mono-aromatic hydrocarbons.

Attached please find enclosed a copy of the bore construction licence (Southern Rural Water), well installation record, geologic borelog and NATA endorsed laboratory analysis of the groundwater sample.

MGT Environmental Consulting Pty Ltd performed the water analysis, results of which are summarised below.

I RESULTS (mg/L) I PARAMETER:

An additional soil sample was further tested for mono-aromatic hydrocarbons (MAHs) as the field headspace reading was abnormally high. It must be noted that the headspace readings .were taken using a catalytic element detector (CED) type vapour tester vs. a photoionisation

b r . Eric Schwab; Contaminated Land Audit Issues; 08/05/2000 Page 2]

type detector (PID). situations. The soil sample, MW-113.0, had no detectable MAHs.

A CED will often return higher readings than a PID in similar .'.

Lead Investipation

Four additional test holes were completed along the northern boundary of the site at locations shown on the attached Figure 1. Soil samples were collected at 0.5m depth at each location and the samples tested for Lead. Bore logs of the test holes are also attached for reference as are the NATA endorsed laboratory reports.

.

The Lead testing results are summarised below.

SAMPLE ID:

The QA sample, DUPL 1, is in good agreement with the primary sample (relative percent difference = 10.5%). A split sample was also collected and held. Soil sampling and . decontamination procedures as set out in our report of 25 May 1999 were followed for this additional work.

Conclusion

Sulphate and hydrocarbon concentrations indicate there is no contamination of the aquifer below the site. As the sources of contamination have been removed, on-going monitoring should not be necessary. Any minor soil-locked vapours are expected to dissipate over time. Lead concentrations are acceptable for the type of development now being constructed.

I trust the foregoing meets the requirements for completion of your audit. If we can we be of any further service, please do not hesitate to contact the undersigned. .

Yours very truly, ATMA ENVIRONMENTAL PTY LTD

Glenn R. B e u B . S c . (Spec.), P.Geo1. Principai Environmentai Geologist

/encl. C.C. - Mr. Phil Mulvey, Environmental & Earth Sciences P/L

7

c 5 R A . m 0 R E; 3 A

Ei Z v,

m 13

z

a

7J

0

5 a 0 3

0 P, P

... :.:.. ... (-@ ,:::':::::. 'Y . ,

............... ::::E.::::: ........ ..:>: .,., :::::

n I I

H I I

I I

H I I

H

, Southern Rural R a t e r

~

GW3

WATER ACT 1989

Section 67

BORE CONSTRUCTION LICENCE NO 55893

(Licence to construct and operate a bore)

Southern Rurai Water authorisea:

SCHWAB CONSTltUCTIONS P’IY LTD, LEVEL 10, 459 LITTLE COLLINS ST MELBOURNE VIC 3000

C/O A T m ENVIRONMENTAL

To Construct / Alter and operate a bore on the land described b e l o w and subject to the conditions stated.

Lot (SI - Allotnent ( s i MCRIt&YON ROAD Parish PRAHRAN

Plan of subdivision no. - Section NO SEC Township MCKINNON

for the purpose specified in the application namely: Groundwater Investigation,

T h i s licence is issued for a period of twelve months and expires on 05.05.2001 Date of issue 06.05.2000

CONDITIONS

1.

2 .

3 .

4 .

5.

6.

7.

8 .

9.

The bore must be constructed by or under the direct supervision of a Class 2 or Class 3 driller licensed under the Water Act 1989.(C02) If the bore is considered unsatisfactory, it may be decommissioned and a replacement bore may then be constructed provided that the unwanted bore is decommissioned prior to the drilling rig leaving the site.(C04) The driller shall notify the relevant Drilling Inspector at least one day prior to work commencing on a bore(s), and shall also notify the relevant Drilling Inspector if work is to cease for an extended period during drilling.(C06) This licence authorises the construction of 1 bore(s) at the site(s) provided by the licensee. (CO9) The location of each bore must be given to the Authority as AMG co-ordinates listing 1:100,000 AMG map number, easting and northing.(ClO) The bore must be constructed in such a manner as to prevent aquifer contamination caused by vertical flow outside the casing.(C12) An airline or piezometer for the measurement of water levels must be installed in the bore. (C20) The bore shall be constructed to a standard not less than the standard specified in the minimum construction requirements for water bores in Australia (ARMCANZ, 19971, and to the satisfaction of the Authority. (C23) Decommissioning of the bore(s) shall be carried out in accordance with the “Standard for decommissioning test bores, partially completed and completed

L . . - bores;, (a-0.y) .

See over for further conditions and additional information.

All communications should be addressed to : Chief becutive Officer, Southern Rural Water PO Box 153, MAFEkA, 3860 Telephone (03) 51393 152 Fax (03) 51393 150.

- Licensee’s copy

1 , ..' . . . . . . . . . . . . . . . . . .- .. . . . . .- . . . . . . . . . . - . . . . . . . . . . . . -. . - . . . . .. . . . . . . . .. . . . . . . . . . . . . . .

I

Well Installation & Corn pletion Record 4 Atma

A: 9.lm

B: 8.Sm C: 8.5m D: 5.5m E: 0.4m F: 3.0m

G: S.lm

H: 4.9m

I: 0.3m

Water table range: 6.lm+/-

Approx. recharge/yield: -5LImin

Well screen in: Sand

Contaminant(s) encountered: - - - VOC detector measurements

I 1 .5ni 65 -. Depth (m): PPm: I

I

4ole drilled ahead to 9. lm for installation I 3.0m 950 Sue io said sioughg i n i . i.GKi1 OCI

I 5 . b 45

I / I \

I

I

1

! 6.0m 50 7.0m 30

Votes:

Soil Borelog

Project : # 072 McKinnon

Y E s 2 n

Engineer: Glenn Berry

Field Soil Description 5 Rank

3 ( 0 4 (msluding strength I density. colour. organic content. grain size. shape, primary

conslituent. secondary unstiluenl)

Date: 30/04/00 Page No.: 1 of 3

0.15

Atrna Environmental

Some coarse debris.

BOREHOLE/TESTPIT NO.: BH-A Diameter: 50mm

0.5

Method: Hand Augur

[email protected]

- U E Field 2 p!

t Rank E i 5 Soil Description

n al constAient. secondary conslJtuenl) (0-4) ; 8 Additional Observations Oncluding strength I density. d o u r . organlc content. gram yze. shape, pnmary

-0.00 I

- FILL, Sand & clay, gypsum, dadc brown & DP 2 0.15 Somecoarsedebris.

- white in part, loose to SI. Dense, no hydrocarb smell. - Eo.io DP 2 0.5 [email protected]

.- - - . - _ - . - - I - -1 00 '

Remarks. West central location along north fencelme.

I

DP 2 0.00 -

FILL, Sand & clay, gypsum, dark brown & white in part, loose to st. Dense, no hydrocarb smell.

DP 2 0.50

i

I I I I I

Remarks: Westein most location along north fence line.

72Blog Last Updated on 11/05/00

Soil Borelog

Project : ## 072 McKinnon

Date: 30/04/00

Engineer: Glenn Berry

Page NO.: i of 3

Atrna Environmental

BOREHOLElTESTPlT NO.: BH-C Diameter: 50mm Method: Hand Augur

Soil Description

BOREHOLE/TESTPIT NO.: BH-D Diameter: 50mm Method: Hand Augur

Soil Description (indudii slrmglh I densil rhe. shape. phw

Eastern most location along north fenceline.

WATER CONTENT: OR - dry; DP - damp; M - moist; S - saturated FIELD RANKING: 0 - pristine; 1- suspect; 2 - fill 8 suspect; 3 - odorouslstained; 4- really bad

Soil Borelog

Project : #072 McKinnon Engineer: GLENN BERRY

Diameter: 110 mm Method: Power Auger

v)

c m u cn A

.- Field 2 2 Additional

Soil Description L E 5 Y

2 Rank Q 2 3 (04) 00 >o ,$ Observations

M 1

m 0.

2 - 0.00 - FILL, sand & clay. - SANDY CLAY, red-orange-grey mottled,

~ __-- - - cohesive, stiff, plastic, no hydrocarbon _- -__ -- -----

-______-_ -

--____- - - - -

smell. DP 0 1.5 65

- 1 50 - - - CLAYEY SAND, light red-brown, cohesive,

no hydrocarbon smell, mottled in part. --___----- DP -_______ 0 3.0 950 _-

- S A N D , some clay, tan, he-med grained, ~ ____ -

- -3 00 -

M 0 4.0 60 - - - - - sl dense, no staining, no hydrocarbon ___- smell.

-_-- -- - -- _ _ ---__ -4 50

- --- -- _- -

- M 0 5.0 45 SAND, as above, orange - P

- - - --_ - -_ ________ -__

W 0 6.0 50 - -6 00 - ~ - _- Water table. - - S A N D , as above, orange-tan mottled, - ___

-

- S 0 7.0 30

loose to sl dense & coarser grained.

-

S A N D , as above, tan, loose. Running sand. - 7.50 _ - - - __-p_____pp -___ __ --

- __------ - _ _ _ __ _- -___-- - ___ __

- 900

Remarks:

EOH @ 9.lm

Loahon is southwest comer of property.

Atma Environmenfal

-

Date: 30/4/00 PageNo.: 3 of 3

I WATER CONTENT: DR - dry; DP - damp; M - moist; W- wet; S - saturated

FIELD RANKING: 0 - clean; 1- filllsuspect; 2 - fill + suspect; 3 - odorous/stained; 4- very contam.

STATEWIDE DRILLING (VIC) PTY LTD

SD2480 Clierit ATMA FiIe No.

DAILY DRILLING REPORT

Driller C.HANNAKER DAY MON. DATF! 01/05/00

SHEET 1 OF 1

Location McKINNON PIONEER P 160 Rig Standing Time Off Site 12.30PM

I 1 I 11'(1 toasicier J-FLEMING I ITravellingTime 1 HOUR [Onsi te 1O.OOAh4

Mount 610 ACCO Borehole No.@) Mw1 I

BOREHOLE LOG

DESCRIPTION OF STRATA

REMARKS (Reasons for Delay, Core Loss, Equipment Malfunction, etc.)

VL Vay Loose Wata Enturng(Deplh) D Dry S Sofl I L h r s I Stsndurg Water Lave1 I M MoLt 1 ::;:be 1 vs vay SOB M W 1 INSTALLED @I 8.5M, 3.OM SCREEN -NO OATIC

T 0. StaRa h c l of D i m c t q H - Hand Auger. S . Solid Auger, C - Core Mled. R - Roc& Roller, RAE. - Rotsry Air B h t , AC. - Air Core, DHH - Down Hole Hemmer Stah Conrlrtsscy I Relative Dtarlly I Ground water 1 SollMolrhvo 1 Samplhg

I F F m Si StiK I D D C M ~ I SP Splil Spoon I I

Colour BL . bkd; BR - brown, CiR . grey, Y - yellow. H Hard T-@+ OR.otnnge. R-red, W H T - W h l t t Fb Friable

mnzlrvrm nv . . . . ............. DATE:

b

Environmental Consulting P ty . Ltd. 3 Kinaston Town Close. Oakleigh. Vlctoria 3166. Australia

Postal Address: P.O. Box 276, Oakieigh, Victoria, 3166, Australia Telephone: (03) 0564 7055

Fax (03) 9564 7190 Email: [email protected]

MGT ANALYSIS REPORT 139410

' CLIENT t - ATMA Environmental Level 10 459 Little Collins St Melbourne Vic 3000

SITE . :- MCKINNON SITE 72

DATE RECEIVED :- 01/05/00

DATE REI?ORTED :- 10/05/00 DATE EXX'RACTED OR PREPARED :- 01/05/00 - 0 2 / 0 5 / 0 0

QA/QC DETAILS :- The QA/QC for these samples is detailed in this report no : 139410 A total of 1 duplicate, 3 matrix spike % recovery and 3 method blank analyses or s e t s of analyses were carried out on this batch of samples. All QA/QC results for duplicates, matrix spike % recoveries, method blanks

and known QC standards were within the s e t acceptable criteria.

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

a pP+Jst-- &aB ons Manager 6 8 page 1 of!

Environmental Consulting Pty. ‘ Ltd. 3 Klnaston Town Close. Oakleiah. Victoria 3166 Australia

Sample A/O, 5 A I 0 . 5 Dup B/O .5 C/O. 5 D/O . 5 Lab. No. / SamDle matrix MY0043#Soil MY0043D#Soil MY0044#Soil MY0045#Soil MY0046#Soil

DUPLl MY0047#Soil

-~

Lead

I I I I I I

Extraction with H202, HN03 & HC1. Results in ppm (soils mg/kg dry, waters mg/l) . Date received 01/05/00 Date Reported 10/05/00

470 490 20 73 9.9 18

Page 2 of 6

SI I HEAVY METALS-US EPA SW846 METHODS 7000(AA) & 6010B(ICP), VIC EPA METHODS 13&16,

Sample Spike % Recov Meth.Bl.(mg/l) Lab. No. / Sample matrix MY0047S#Soil Lead 100 % <O. 05

Extraction with H202, HN03 & HC1. Results in ppm (soils mg/kg dry, waters rng/l).

Date received 01/05/00 Date Reported lO/OS/OO

ANALYSES, METHODS US EPA SW646 OR APHA STANDARD METHODS 19TH ED. 1995-

Samnle IMwl/W I I I I MY0048#Water

280 .

f

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

Date,received 01/05/00 Date Reported 10/05/00

Page 4 of 6

Environmental Consulting Pty. Ltd. 3 Kingston Town Close, Oakleigh, Victoria 3166, Australia

Postal Address. P.O. Box 276, Oaklelgh, Vlctorla, 3166, Australla ATMA Environmental Telephone: (03) 9564 7055

Emad. rngtOmajestic Fax (03) 9564 corn 7190 au Level 10 4 5 9 Little Collins S t Melbourne Vic 3000 Site : MCKINNON SITE 72

I I KAH'S AROMATIC VOLATILE ORGANICS US EPA SW846 METHODS 8021Bt8260B & 5030 & MGT 350A.

Sample MW1/3.0 MWl/W Lab. No. / Sample matrix MY0042#Soil MY0048#Water Benzene c o .01 c o * 001 Toluene c o . 01 c o . 001

Spike % Recov Methd Blk MY0048S#Water

97 % c o . 001

99 % c o . 0 0 1 -~

Ethyl Benzene Xylenes I

I

I I I I I J/Results in ppm (soils mg/;kg d r y , wate;s mg/l). il

c o . 01 c o . 001 - c o . 001 c o . 01 c o . 001 100 % c o . 001

1 1 . I1 Date received 01/05/00 Date Reported lO/OS/OO

Sample Lab. No. / Sample matrix

MWl/W Spike % Recov Methd Blk MYOO48#Water MY0048RS#Water

T.R.H. C, -C, Fraction b y GC

T.R.H. C15-C2B Fraction by GC T.R.H. C2,-C,, Fraction by GC

T.R.H. C,,-C,, Fraction by GC

I I I

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

Date received 01/05/00 Date Reported lO/OS/OO

co .02 - <o 6 02

c0.05 8 0 % c0 .05

<0.1 - <0.1

c o . 1 - co.1

Paae 6 of 16

--

(modified after US EPA chain of custody form) Sheet of I. I

LAB. NO.


w I -- I

.~ChaTn. of Custody Record

Atma

( D A W E )

( D A M I M E ) FAXED RESULTS REC'D:


C

PROJECT: f l f=K;pm Signature:

Site No: 72- Date qo/ l / / . 0

SAMPLE SAMPLE NO. MATRIX:

" Time:

ANALYSIS I FOR: I

Environmental

COMPOSITING INSTRUCTIONS:

(DATEmME)

I I rl2.A (DATE m M E ) RELINQUISHED BY: (sign) RECEIVED BY: (sign)

APPENDIX F

JOHN CLAYTON AND ASSOCIATES LETTER DATED 3 MAY 2000

5 . J u l . 2 0 0 0 1 0 : 5 7 E N V l ROMENTAL & EARTH S C I E N C E S . JOHN CLAYTON 6 NSOCIATES Cowultfng Structunl& cia Englnews I

I

, I

N o . 1 7 2 4 P . 2 /4

TO: ................................................................................... 5 &-ab G w s L f w L k , e u l ~ p. I, ,c ATTENTION: ........................................................................................ fv.\ t FAX h10: ....................................................................................... 3 S 5 l 8 S U C

FROM; ... &?!!I.% ...... C.!.&.t ....................................... RE: M:.lA.! 9.9 .w?... ed .+. c.k.M.m.k$. .......... . ............... OAT& ............................................ ,a- 5 -90 TIME: ..................................... 1%- 3 0

NO. of PAGES (INCLUDING COVER SHEET): ............3................................ MESSAGE:

- -

5 . J u l . 2 0 0 0 10 :58 , E N V l ROMENTAL & EARTH SCIENCES N o . 1 7 2 4 P . 3 /4 - - _ _ _

WRWAB CONSTRI!CTOONS P T V LTD '94 Union 61red Eapr Bri81itan vic 3187

Atlcntioa: Mr. eric Sclwub

McKfNNUON ROAD, McKLNNON. CONCLZETR W O W

Damr Eric,

(- :

,.. .. ..

: .

Documents

Environmental Audit Report - Environment Protection …apps.epa.vic.gov.au/EnvAuditFiles/53x/41544-1/41544-1_b.pdf · environmental audit system and ensures its ongoing ... in the