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SOUTH-EASTERN EDWARDSTOWN STAGE 2 ENVIRONMENTAL SITE ASSESSMENT

FINAL REPORT | EPA REF 05/22616, 61409

ENVIRONMENT PROTECTION AUTHORITY, SOUTH AUSTRALIA

7 MARCH 2016

VOLUME 2: APPENDICES

SOUTH-EASTERN EDWARDSTOWN

STAGE 2 ENVIRONMENTAL SITE ASSESSMENT

FINAL REPORT

EPA REF 05/22616, 61409

PREPARED FOR Environment Protection Authority, South Australia

PREPARED BY Fyfe Pty Ltd

ABN 57 008 116 130

ADDRESS L3, 80 Flinders Street, Adelaide SA 5000

CONTACT Mr Marc Andrews, Division Manager - Environment

TELEPHONE direct 08 8201 9794 mobile 0408 805 264

FACSIMILE 61 8 8201 9650

EMAIL [email protected]

DATE 7/03/2016

REFERENCE 80444-1 REV 1

EPA REF 05/22616, 61409 FINAL REPORT STAGE 2 ENVIRONMENTAL SITE ASSESSMENT SOUTH-EASTERN EDWARDSTOWN

80444-1 REV 1 7/03/2016 PAGE I

©Fyfe Pty Ltd, 2016

Proprietary Information Statement

The information contained in this document produced by Fyfe Pty Ltd is solely for the use of the Client identified on the cover sheet for the purpose for which it has been prepared and Fyfe Pty Ltd undertakes no duty to or accepts any responsibility to any third party who may rely upon this document.

All rights reserved. No section or element of this document may be removed from this document, reproduced, electronically stored or transmitted in any form without the written permission of Fyfe Pty Ltd.

Document Information

Report prepared by: Dr Ruth Keogh

Principal Environmental Scientist, Fyfe Pty Ltd Date: 7 March 2016

VIRA prepared by: Dr Sim Ooi

Principal, Salcor Consulting Date: 7 March 2016

Report reviewed and approved by: Marc Andrews

Division Manager - Environment, Fyfe Pty Ltd Date: 7 March 2016

Client receipt by: Danielle Torresan Principal Advisor, Site Contamination, SA EPA Date: 7 March 2016

Revision History

Revision Revision Status Date Prepared Reviewed Approved

REV 0 Draft 26 February 2016 RK/SO MJA MJA

REV 1 Final 7 March 2016 RK/SO MJA MJA


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CONTENTS

Page

VOLUME 1: REPORT

LIST OF ACRONYMS vi

EXECUTIVE SUMMARY ix

1. INTRODUCTION 1

1.1 Purpose 1

1.2 General background information 1

1.3 Definition of the assessment area 2

1.4 Identification of contaminants of potential concern 2

1.5 Objectives 3

2. CHARACTERISATION OF THE ASSESSMENT AREA 4

2.1 Site identification 4

2.2 Regional geology and hydrogeology 4

2.3 Data Quality Objectives 6

3. SCOPE OF WORK 9

3.1 Preliminary work 9

3.2 Field investigation and laboratory analysis program 9

3.3 Data interpretation 13

4. METHODOLOGY 14

4.1 Field program 14

4.2 Laboratory analysis 17


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5. QUALITY ASSURANCE AND QUALITY CONTROL 18

5.1 Field QA/QC 18

5.2 Laboratory QA/QC 22

5.3 QA/QC summary 23

6. RESULTS 24

6.1 Surface and sub surface soil conditions 24

6.2 Soil field results 24

6.3 Soil moisture results 24

6.4 Soil geotechnical testing results 25

6.5 Soil vapour analytical results 26

6.6 Air sampling results 30

6.7 Subsurface utility access point survey results 32

7. RESIDENTIAL SURVEY 33

8. VAPOUR INTRUSION RISK ASSESSMENT 34

8.1 Objective 34

8.2 Areas of interest 34

8.3 Risk assessment approach 34

8.4 Tier 1 assessment 35

8.5 Tier 2 assessment 38

9. CONCEPTUAL SITE MODEL 46

10. CONCLUSIONS 51

11. RECOMMENDATIONS 53

12. REFERENCES 54

13. STATEMENT OF LIMITATIONS 56


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LIST OF TABLES

Table 2.1 Data Quality Objectives 7 Table 3.1 Scope of field investigation program 9 Table 3.2 Arabrie Avenue residential property sampling program 12 Table 3.3 Scope of laboratory testing program 13 Table 4.1 Summary of field methodologies 14 Table 5.1 Field QA/QC procedures - Soil 19 Table 5.2 Field QA/QC procedures – Soil vapour 20 Table 5.3 Field QA/QC procedures – Crawl space, indoor and outdoor air sampling 21 Table 5.4 Laboratory QA/QC procedures 22 Table 6.1 Laboratory soil moisture results 24 Table 6.2 Maximum Waterloo Membrane Sampler™ COPC results 26 Table 6.3 Highest permanent soil vapour bore COPC results for general

SEE EPA Assessment Area 27 Table 6.4 Comparison of Arabrie Avenue residential and road verge soil vapour results 28 Table 6.5 Comparison of soil vapour TO-15 and TO-17 data for COPC 29 Table 6.6 Comparison of industrial indoor air sampling results using different sampling methods 31 Table 8.1 Summary of soil parameters adopted for vapour intrusion modelling 40 Table 8.2 Summary of building assumptions adopted for the vapour intrusion

modelling for slab-on-ground 41 Table 8.3 Summary of building assumptions adopted for the vapour intrusion

modelling for crawl space 42 Table 8.4 Summary of chemical parameters adopted for vapour intrusion modelling 43 Table 9.1 Summary of existing information for the SEE EPA Assessment Area 46

LIST OF FIGURES (in text)

Figure 8.1 TCE indoor air screening criteria and the corresponding site-specific response levels 39

FIGURES (following Page 57)

Figure 1 Site Location and Assessment Area Figure 2 Assessment Point Locations Figure 2A Assessment Point Locations – Zoom Figure 3 Soil Vapour TCE Concentration Plan (1.5 m BGL) Figure 3A Soil Vapour TCE Concentration Plan (1.5 m BGL) – Zoom Figure 4 Predicted TCE Indoor Air Concentrations (Modelled) Figure 4A Predicted TCE Indoor Air Concentrations (Modelled) – Zoom


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VOLUME 2: APPENDICES

APPENDICES

Appendix A Historical Report Summary Appendix B Soil Vapour Bore Survey Data Appendix C Anemometer Data Appendix D Field Sampling Sheets Appendix E Borehole Log Reports Appendix F Drill Core Photographs Appendix G Equipment Calibration Records Appendix H Tabulated Results – Soil, Soil Vapour, Air and Geotechnical Appendix I Certified Laboratory Certificates and Chain of Custody Documentation Appendix J Utility Access Point Survey Plan and Results Appendix K Tier 1 Assessment – FS1 and FS2: Soil Vapour Appendix L Tier 1 Assessment – FS1 and FS2: Indoor Air Appendix M Tier 1 Assessment – Residential Area: Soil Vapour Appendix N Tier 1 Assessment – Residential Area: Crawl Space & Indoor air Appendix O Geotechnical Parameters Appendix P Vapour Intrusion Model – Residential Slab on Ground: Soil Vapour Appendix Q Vapour Intrusion Model – Residential Crawl Space: Soil Vapour Appendix R Summary of Vapour Attenuation Factors Appendix S Tier 2 Assessment (Soil Vapour) – Residential: Slab on Ground/Crawl Space Appendix T Vapour Intrusion Model – Residential With Basement: Groundwater Appendix U Tier 2 Assessment (Groundwater) – Residential: Slab on Ground/Crawl Space & Basement


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LIST OF ACRONYMS

ACH Air Exchange per Hour

ACM Asbestos Containing Material

AHD Australian Height Datum

ALS Australian Laboratory Services

ASTM American Standard Testing Material

BGL Below Ground Level

BTEX Benzene, Toluene, Ethylbenzene, Xylenes

CHC Chlorinated Hydrocarbon Compounds

COC Chain of Custody

COPC Contaminants of Potential Concern

CSM Conceptual Site Model

1,1-DCA 1,1-Dichloroethane

1,2-DCA 1,2-Dichloroethane

1,1-DCE 1,1-Dichloroethene

1,2-DCE 1,2-Dichloroethene

DCE Dichloroethene

DEWNR Department of Environment, Water and Natural Resources

DNAPL Dense Non-Aqueous Phase Liquid

DQO Data Quality Objective

EIL Ecological Investigation Level

EPA Environment Protection Authority

ESL Ecological Screening Level

FS Focus Site

GDA Geocentric Datum of Australia

GPR Ground Penetrating Radar

HIL Health Investigation Level

HSP Health and Safety Plan

IPA Isopropyl Alcohol

ITRC Interstate Technology and Regulatory Council

J&E Johnson and Ettinger

JHA Job Hazard Analysis

NA Natural Attenuation

NAPL Non-Aqueous Phase Liquid

NATA National Association of Testing Authorities


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ND Non Detect

NEPM National Environment Protection Measure

PCA Potentially Contaminating Activity

PCE Tetrachloroethene

PID Photoionisation Detector

PQL Practical Quantification Limit

PSD Particle Size Distribution

QA Quality Assurance

QC Quality Control

RFQ Request for Quote

RPD Relative Percentage Difference

SA EPA South Australian Environment Protection Authority

SAQP Sampling and Analysis Quality Plan

SCAO Site Contamination Assessment Order

SEE South-Eastern Edwardstown

STEL Short Term Exposure Limit

SWL Standing Water Level

SWMS Safe Work Method Statements

TCE Trichloroethene

TDS Total Dissolved Solids

TLV Threshold Limit Value

TRH Total Recoverable Hydrocarbons1

US EPA United Stated Environment Protection Agency

VC Vinyl Chloride

VIRA Vapour Intrusion Risk Assessment

VOC Volatile Organic Compound

VOCC Volatile Organic Chlorinated Compound

WHO World Health Organisation

1 TRH = TPH (measurable amount of petroleum-based hydrocarbon = complex mixture of crude oil and natural gas (> 250 compounds),

including aromatics, aliphatics, paraffins, unsaturated alkanes and naphthalenes) plus various other compounds, including fatty acids, esters, humic acids, phthalates and sterols.

APPENDIX A HISTORICAL REPORT SUMMARY


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Table A1 comprise information compiled from a review of existing reports that were provided to Fyfe by the EPA at the commencement of the project – refer to the reference list for complete report listings.

Table A.1 Summary of information from existing reports

AEC Environmental (2009) Preliminary Groundwater Investigation – 4-6 Erudina Ave, Edwardstown

Site Information -

Scope of Work The scope of work, undertaken in June 2009, included: installation and development of three groundwater monitoring wells (GW1 to GW3) to

depths of between 5 and 6 m BGL across the site – one in the inferred hydraulic up-gradient direction and two down-gradient

gauging and sampling of all three wells using waterra foot valves and tubing; and analysis of groundwater samples for pH, TDS, cyanide, total recoverable hydrocarbons

(TRH), VOCs and a suite of metals.

Soil Findings The soil profile encountered (to a maximum depth of 6 m BGL) during drilling included fill (crushed rock and sand) to 0.6 m BGL underlain by natural low to high plasticity silty and sandy clays. No soil odours or staining were noted.

Groundwater Findings Groundwater SWLs ranged from 2.3 to 2.8 m BGL and a general westerly groundwater flow direction was inferred. No odours, sheen or non-aqueous phase liquid (NAPL) were observed during sampling. The laboratory analytical results indicated that the groundwater within one or more wells contained the following: groundwater salinity ranged from 2,800 to 4,460 mg/L TDS and pH from 7.2 to 7.8 elevated concentrations of total chromium (0.376 to 0.380 mg/L), chromium(VI) (0.003 to

0.368 mg/L) and selenium (0.006 to 0.039 mg/L) relative to the adopted guidelines for freshwater ecosystem protection, irrigation and/or potable use

elevated concentrations of cis-1,2-DCE (up to 0.047 mg/L) and TCE (0.030 to 0.073 mg/L) relative to the adopted freshwater ecosystem protection and potable guidelines, respectively

an elevated concentration of cyanide (up to 0.21 mg/L) relative to the adopted freshwater ecosystem protection and potable guidelines; and

detectable concentrations of C6-C9 TRH (0.05 to 0.24 mg/L) and PCE (0.001 to 0.016 mg/L).

Comments The contaminants detected in groundwater were considered to have resulted from electroplating activities. The natural soil profile was dominated by medium to high plasticity silty and sandy clays and although occasional gravels were noted, they did not appear to be of consequence with respect to provide potential preferential pathways for contaminant migration.

AEC Environmental (2014) Groundwater Monitoring Event – 4-6 Erudina Ave, Edwardstown

Site Information -

Scope of Work The scope of work, undertaken in March 2014, included the gauging and sampling of three existing on-site groundwater wells (GW1 to GW3). Sampling was undertaken using bailers and samples were submitted for the laboratory analysis of metals, TRH, benzene, toluene, ethylbenzene and xylenes (BTEX), VOCs, cyanide and major cations/anions.

Soil Findings -


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Groundwater Findings Groundwater SWLs ranged from 2.4 to 3.1 m BGL and a general westerly groundwater flow direction was inferred. No sheen or NAPL were observed during sampling although one well (GW2) contained a slight solvent odour. The laboratory analytical results indicated that the groundwater within one or more wells contained the following: elevated concentrations of boron (2 to 2.5 mg/L), chromium(VI) (0.008 to 0.21 mg/L),

cobalt (0.12 mg/L), nickel (0.05 to 0.072 mg/L), selenium (0.012 to 0.02 mg/L) and zinc (0.11 to 1.16 mg/L) relative to the adopted guidelines for freshwater ecosystem protection, irrigation and/or potable use

elevated concentrations of cis-1,2 DCE (up to 0.03 mg/L) and TCE (up to 0.088 mg/L) relative to the adopted freshwater ecosystem protection and potable guidelines, respectively

elevated concentrations of cyanide (0.01 to 0.39 mg/L) relative to the adopted freshwater ecosystem protection and potable guidelines; and

detectable concentrations of C6-C10 TRH (0.04 to 0.11 mg/L), >C16-C40 TRH (760 mg/L), 1,1-dichloroethane (0.00005 to 0.0012 mg/L), 1,2-dichloroethane (0.00001 mg/L), PCE (0.001 to 0.0069 mg/L), vinyl chloride (0.0007 mg/L) and chlorobenzene (0.00002 mg/L).

Comments Subsequent to this work being completed, the EPA issued a Site Contamination Assessment Order (SCAO) issued by EPA.

Greencap (2015) Environmental Assessment Works – EPA Assessment Area, South Eastern Edwardstown

Site Information The EPA Assessment Area comprised an area of approximately 14.7 ha, bounded by Conmurra Ave to the north, Gilpipi Ave and the northern part of Karong Ave to the west, Coongie Ave and the northern part of Lagunta Ave to the east, Konando Terrace to the south-west and an arbitrary line approximately halfway between Konando Terrace and Daws Rd to the south-east. The western portion comprised mainly residential properties whereas the eastern portion was dominated by commercial/industrial land uses. The south-eastern portion of the EPA Assessment Area included two Focus Areas where groundwater contamination as a result of electroplating activities had previously been identified:

Focus Area 1: current electroplating business (i.e. McLeod Plating) located at 4-6 Erudina Ave

Focus Area 2: former electroplating business (until 2008) located at 15-17 Arabrie Ave – currently used as a warehouse

The report summarised two previous reports* prepared for 15-17 Arabrie Ave which included the monitoring and installation of three groundwater wells (GWA to GWC) in 2007 and 2014 – elevated concentrations of boron, chromium (VI), nickel, nitrate, ammonia, C6-C9 TRH, TCE and PCE relative to one or more of the adopted assessment criteria for potable, freshwater ecosystem protection and/or irrigation use.


80444-1 REV 1 7/03/2016 PAGE A-3

Scope of Work The scope of work, undertaken in April-May 2015, included: drilling of 16 targeted soil bores within PCA Focus Area 1 (SB01 to SB07) and PCA Focus

Area 2 (SB08 to SB16) to depths of up to 2 m BGL and analysis of selected soil samples for TRH, BTEX, metals, cyanide, volatile organic chlorinated compounds (VOCCs) and Vic EPA Screen analytes

installation of seven groundwater monitoring wells (MW01 to MW07) across the EPA Assessment Area to a maximum depth of 5 m BGL – wells were installed with a 3 m screen above the base

gauging and low flow sampling of the seven new wells and six existing wells (i.e. the latter within the two PCA Focus Areas) – samples were submitted for the laboratory analysis of TDS, metals, TRH, BTEXN (i.e. including naphthalene), VOCCs, cyanide, nutrients (nitrate, nitrite, ammonia), major cations/anions and natural attenuation (NA) parameters

aquifer permeability (slug) testing of six wells along the approximate (inferred) centreline of the groundwater contaminant plume

installation of soil vapour sampling points at 12 locations (VP01 to VP12), including three clustered locations with probes at 1.7 and 1 m BGL as well as sub-slab pins and the remainder of the probes at 1.5 m BGL; soil samples were collected for the analysis of moisture and grain size distribution during drilling

sampling of soil vapour at eight locations (four were unable to be sampled) using summa canisters (TO-15) and thermal desorption tube (TO-17) methods for VOCCs and petroleum-related contaminants; general gases were also sampled; and

outdoor air sampling, using Radiello® samplers, at three locations including the eastern boundary of PCA Focus Area 1, the western boundary of PCA Focus Area 2 and an up-gradient (hydraulically) direction, approximately 20 m south-east of PCA Focus Area 1 – samplers were analysed for a range of VOCs and summa canisters (TO-15) and thermal desorption tube (TO-17) methods for VOCCs and petroleum-related contaminants.

Soil Findings The soil profile was described as including fill materials (silty sand and silty clay containing inclusions of concrete, brick, ash/cinders, crushed rock and possible asbestos containing material (ACM) fragments to depths of between 0.2 and 0.6 m BGL. Underlying natural soils included dark brown and red brown silty clays. A hydrocarbon odour was noted between 0.6 and 2 m BGL at one location (SB3) in PCA Focus Area 1 whereas solvent odours were recorded in subsurface soils (to the base depth of drilling at 2 m BGL) at two locations (SB13 and SB14) in PCA Focus Area 2 – elevated PID readings were also recorded within these two soil bores. The laboratory analytical results obtained for PCA Focus Area 1 were all below the adopted assessment criteria. The laboratory analytical results obtained for PCA Focus Area 2 included the following (relative to criteria for commercial/industrial land use derived from NEPM (1999) unless otherwise specified): concentrations of metals (total chromium, copper, nickel, zinc) above the adopted

ecological investigation levels (EILs) and, in the case of nickel, the adopted health investigation level (HIL) – with the exception of zinc which was also elevated in natural soils, these metal concentrations were detected in fill materials

concentrations of >C10-C16 and >C16-C34 TRH above the adopted ecological screening levels (ESLs) and/or management limits; and

concentrations of TCE and/or PCE above the adopted USEPA regional screening levels (i.e. to a depth of 0.7 m BGL in SB14).


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Groundwater Findings Measured groundwater salinity beneath the EPA Assessment Area ranged from 2,400 to 3,900 mg/L TDS and pH (as measured in the field) ranged from 7.2 to 7.6. No sheen or NAPL were observed during sampling. Measured SWLs ranged from about 2.4 to 3.2 m BGL and a north-westerly groundwater flow direction was inferred, with a hydraulic gradient of 0.009. Slug testing indicated that aquifer permeability results (K) ranged from 0.4 to 1.45 m/day, with an average of 0.93 m/day. The effective porosity (based on published data for a sandy aquifer) was assumed to be 0.2 and the groundwater flow velocity within the Q1 aquifer was estimated at approximately 15 m/year. The laboratory analytical results indicated that the groundwater within one or more wells contained the following: elevated concentrations of PCE (up to 12 mg/L) and/or TCE (up to 0.52 mg/L), relative to

the adopted potable and/or recreational criteria, were detected in seven wells, located both within, and external to, the PCA Focus Areas, with the highest concentrations beneath PCA Focus Area 2

the concentrations of nutrients (nitrate, ammonia and/or total oxidised nitrogen), sodium and/or chloride were above the adopted freshwater ecosystem protection and/or recreational guidelines at some locations; and

boron (1.7 to 4.5 mg/L), chromium(VI) (0.043 to 2.1 mg/L), cobalt (0.054 to 0.12 mg/L), lead (0.013 mg/L), nickel (0.032 to 0.64 mg/L) and selenium (0.006 to 0.033 mg/L) concentrations at various locations exceeded the adopted guidelines for freshwater ecosystem protection, irrigation, recreation and/or potable use.

Soil Vapour Findings The results of the soil vapour sampling included elevated concentrations of cis-1,2 DCE (120 to 15,000 µg/m3), TCE (21 to 3,100,100 µg/m3) and PCE (9,200 to 270,000 µg/m3) relative to the NEPM (1999) interim HILs for residential and/or commercial/industrial land use – although the maximum concentrations of contaminants were detected within the two PCA Focus Areas, TCE concentrations were above the interim HIL for residential land use across the EPA Assessment Area. The high laboratory limits of reporting (LOR) for vinyl chloride made the results difficult to interpret. The Vapour Intrusion Risk Assessment (VIRA), with respect to VOCC (i.e. PCE, TCE, cis-1,2 DCE and vinyl chloride) concentrations detected in soil vapour (as arising from both soil and groundwater contamination), considered residential land use (low density housing with slab on ground construction and no basements) across residential parts of the EPA Assessment Area as well as adult workers in the two PCA Focus Areas. The results indicated the following: the risk to residents within the EPA Assessment Area from VOCC vapour intrusion were at,

or just below, the target risks but this was based on only limited information (i.e. along the centre-line of the assumed groundwater plume – possibly not associated with maximum groundwater concentrations) and further assessment was considered to be warranted; and

VOCC vapour intrusion posed an unacceptable risk to workers (including full-time, part-time and casual) inside buildings located within the PCA Focus Areas.

Outdoor Air Findings Although a number of volatile compounds (the majority of which were fuel-related compounds) were detected at all three sampling locations, there was no discernible pattern.

Comments The extent of the VOCC groundwater impacts to the north-west of the two PCA Focus Areas was not delineated and potential vapour intrusion risks to residents were considered to be uncertain and worthy of further assessment. The natural soil profile is dominated by low to high plasticity silty clays, with plasticity often observed to increase with depth. Occasional gravels and or minor sand layers/pockets were noted but did not appear to be significant in terms of potential preferential pathways.

Notes: *not sighted by Fyfe

APPENDIX B SOIL VAPOUR BORE SURVEY DATA

SEE EPA Assessment Area - Soil vapour bore survey data

Easting Northing Heightm AHD

H1-VP1 278243.261 6125268.122 27.180H1-VP2 278244.184 6125268.213 27.192H3-VP1 278272.334 6125290.459 27.246H3-VP2 278272.263 6125291.445 27.261H4-VP1 278276 053 6125302 271 27 218

GDA 1994Soil Vapour

Bore ID

H4-VP1 278276.053 6125302.271 27.218H4-VP2 278276.142 6125301.328 27.202H5-VP1 278280.064 6125318.463 27.314H5-VP2 278281.055 6125318.557 27.300H6-VP1 278277.067 6125273.042 27.330H6-VP2 278275.996 6125272.936 27.351H7-VP1 278281.423 6125293.051 27.327H7-VP2 278282.322 6125293.175 27.292H8-VP1 278301.015 6125305.604 27.310H8-VP2 278302.155 6125305.733 27.327H9-VP1 278251.653 6125300.329 27.124H9-VP2 278251.527 6125301.988 27.126

H10-VP1 278239.466 6125346.957 26.870H10-VP2 278238.429 6125346.363 26.864

VP01 278262.789 6125283.856 27.186VP02 278249.767 6125334.351 26.774VP03 278247.775 6125357.820 26.733VP04 278244.624 6125393.079 26.657VP05 278215.144 6125382.968 26.617VP06 278157.565 6125397.485 26.377VP07 278157 010 6125303 534 26 579VP07 278157.010 6125303.534 26.579VP08 278071.987 6125278.629 25.998VP09 278060.694 6125405.345 25.647VP13 278151.908 6125353.909 26.408VP14 278065.801 6125352.431 25.799VP15 277743.893 6125397.767 23.547VP16 277853.701 6125707.480 23.740VP17 278025.780 6125663.610 25.150VP18 278125.652 6125594.348 25.832VP19 278345.141 6125324.660 27.598VP20 278306.742 6125250.653 27.651VP21 278104.987 6125191.039 26.373VP22 278246.428 6125478.738 26.749VP23 278144.910 6125442.132 26.182VP23 278144.910 6125442.132 26.182VP24 278055.500 6125468.603 25.556VP25 278367.750 6125389.149 27.583VP26 277968.109 6125377.980 25.061VP27 277881.443 6125274.204 24.525VP28 277870.155 6125466.175 24.224VP29 277961.636 6125580.469 24.679VP30 277833 756 6125642 309 23 621VP30 277833.756 6125642.309 23.621VP31 277742.214 6125559.897 22.990VP32 277715.270 6125650.363 23.004

APPENDIX C ANEMOMETER DATA

Place Date Time Wind speed (m/S) Temperature (°C)1 16/12/2015 9:19:14 0 28.202 16/12/2015 10:19:14 0 25.603 16/12/2015 11:19:14 0 25.604 16/12/2015 12:19:14 0 25.805 16/12/2015 13:19:14 0 25 90

Anemometer Data - Residence 3Crawl space under bedroom (190 mm)

5 16/12/2015 13:19:14 0 25.906 16/12/2015 14:19:14 0 26.007 16/12/2015 15:19:14 0 26.308 16/12/2015 16:19:14 0 26.209 16/12/2015 17:19:14 0 26.30

10 16/12/2015 18:19:14 0 26.3011 16/12/2015 19:19:14 0 26.4012 16/12/2015 20:19:14 0 26.4013 16/12/2015 21:19:14 0 26.5014 16/12/2015 22:19:14 0 26.5015 16/12/2015 23:19:14 0 26.5016 17/12/2015 0:19:14 0 26.5017 17/12/2015 1:19:14 0 26.6018 17/12/2015 2:19:14 0 26.7019 17/12/2015 3:19:14 0 26.7020 17/12/2015 4:19:14 0 26 6020 17/12/2015 4:19:14 0 26.6021 17/12/2015 5:19:14 0 26.5022 17/12/2015 6:19:14 0 26.5023 17/12/2015 7:19:14 0 26.6024 17/12/2015 8:19:14 0 26.5025 17/12/2015 9:19:14 0 26.5026 17/12/2015 10:19:14 0 26.5027 17/12/2015 11:19:14 0 26.9028 17/12/2015 12 19 14 0 27 1028 17/12/2015 12:19:14 0 27.1029 17/12/2015 13:19:14 0 27.1030 17/12/2015 14:19:14 0 27.3031 17/12/2015 15:19:14 0 27.4032 17/12/2015 16:19:14 0 27.6033 17/12/2015 17:19:14 0 27.8034 17/12/2015 18:19:14 0 27.6035 17/12/2015 19:19:14 0 27.7036 17/12/2015 20:19:14 0 27.7037 17/12/2015 21:19:14 0 27.8038 17/12/2015 22:19:14 0 27.7039 17/12/2015 23:19:14 0 27.8040 18/12/2015 0:19:14 0 27.7041 18/12/2015 1:19:14 0 27.8042 18/12/2015 2:19:14 0 27.7043 18/12/2015 3:19:14 0 27 6043 18/12/2015 3:19:14 0 27.6044 18/12/2015 4:19:14 0 27.5045 18/12/2015 5:19:14 0 27.4046 18/12/2015 6:19:14 0 27.5047 18/12/2015 7:19:14 0 27.5048 18/12/2015 8:19:14 0 27.5049 18/12/2015 9:19:14 0 27.5050 18/12/2015 10:19:14 0 27.7051 18/12/2015 11:19:14 0 28.0052 18/12/2015 12:19:14 0 27.9053 18/12/2015 13:19:14 0 28.1054 18/12/2015 14:19:14 0 28.0055 18/12/2015 15:19:14 0 28.10

Place Date Time Wind speed (m/S) Temperature (°C)

56 18/12/2015 16:19:14 0 28.3057 18/12/2015 17:19:14 0 28.4058 18/12/2015 18:19:14 0 28.3059 18/12/2015 19:19:14 0 28.4060 18/12/2015 20:19:14 0 28.4061 18/12/2015 21:19:14 0 28.4062 18/12/2015 22:19:14 0 28 4062 18/12/2015 22:19:14 0 28.4063 18/12/2015 23:19:14 0 28.3064 19/12/2015 0:19:14 0 28.3065 19/12/2015 1:19:14 0 28.3066 19/12/2015 2:19:14 0 28.2067 19/12/2015 3:19:14 0 28.2068 19/12/2015 4:19:14 0 28.1069 19/12/2015 5:19:14 0 28.1070 19/12/2015 6:19:14 0 28.0071 19/12/2015 7:19:14 0 28.0072 19/12/2015 8:19:14 0 27.9073 19/12/2015 9:19:14 0 27.9074 19/12/2015 10:19:14 0 28.2075 19/12/2015 11:19:14 0 28.4076 19/12/2015 12:19:14 0 28.7077 19/12/2015 13:19:14 0 28 8077 19/12/2015 13:19:14 0 28.8078 19/12/2015 14:19:14 0 28.7079 19/12/2015 15:19:14 0 28.7080 19/12/2015 16:19:14 0 28.8081 19/12/2015 17:19:14 0 28.8082 19/12/2015 18:19:14 0 28.9083 19/12/2015 19:19:14 0 29.0084 19/12/2015 20:19:14 0 29.0085 19/12/2015 21 19 14 0 28 9085 19/12/2015 21:19:14 0 28.9086 19/12/2015 22:19:14 0 28.9087 19/12/2015 23:19:14 0 28.9088 20/12/2015 0:19:14 0 28.8089 20/12/2015 1:19:14 0 28.9090 20/12/2015 2:19:14 0 28.8091 20/12/2015 3:19:14 0 28.8092 20/12/2015 4:19:14 0 28.7093 20/12/2015 5:19:14 0 28.3094 20/12/2015 6:19:14 0 28.4095 20/12/2015 7:19:14 0 27.9096 20/12/2015 8:19:14 0 27.9097 20/12/2015 9:19:14 0 27.8098 20/12/2015 10:19:14 0 27.7099 20/12/2015 11:19:14 0 27.20100 20/12/2015 12:19:14 0 27 10100 20/12/2015 12:19:14 0 27.10101 20/12/2015 13:19:14 0 27.00102 20/12/2015 14:19:14 0 27.00103 20/12/2015 15:19:14 0 26.80104 20/12/2015 16:19:14 0 26.70105 20/12/2015 17:19:14 0 26.70106 20/12/2015 18:19:14 0 26.60107 20/12/2015 19:19:14 0 26.60108 20/12/2015 20:19:14 0 26.60109 20/12/2015 21:19:14 0 26.60110 20/12/2015 22:19:14 0 26.40111 20/12/2015 23:19:14 0 26.30112 21/12/2015 0:19:14 0 26.20


113 21/12/2015 1:19:14 0 26.00114 21/12/2015 2:19:14 0 25.50115 21/12/2015 3:19:14 0 25.70116 21/12/2015 4:19:14 0 25.40117 21/12/2015 5:19:14 0 25.30118 21/12/2015 6:19:14 0 25.40119 21/12/2015 7:19:14 0 25 50119 21/12/2015 7:19:14 0 25.50120 21/12/2015 8:19:14 0 25.50121 21/12/2015 9:19:14 0 25.60122 21/12/2015 10:19:14 0 25.50123 21/12/2015 11:19:14 0 25.40124 21/12/2015 12:19:14 0 25.50125 21/12/2015 13:19:14 0 25.50126 21/12/2015 14:19:14 0 25.40127 21/12/2015 15:19:14 0 25.40128 21/12/2015 16:19:14 0 25.40129 21/12/2015 17:19:14 0 25.50130 21/12/2015 18:19:14 0 25.40131 21/12/2015 19:19:14 0 25.40132 21/12/2015 20:19:14 0 25.30133 21/12/2015 21:19:14 0 25.20134 21/12/2015 22:19:14 0 25 10134 21/12/2015 22:19:14 0 25.10135 21/12/2015 23:19:14 0 25.00136 22/12/2015 0:19:14 0 24.90137 22/12/2015 1:19:14 0 24.90138 22/12/2015 2:19:14 0 25.00139 22/12/2015 3:19:14 0 24.80140 22/12/2015 4:19:14 0 24.80141 22/12/2015 5:19:14 0 24.60142 22/12/2015 6 19 14 0 24 60142 22/12/2015 6:19:14 0 24.60143 22/12/2015 7:19:14 0 24.60144 22/12/2015 8:19:14 0 24.40145 22/12/2015 9:19:14 0 24.40146 22/12/2015 10:19:14 0 24.60147 22/12/2015 11:19:14 0 24.70148 22/12/2015 12:19:14 0 24.70149 22/12/2015 13:19:14 0 24.70150 22/12/2015 14:19:14 0 24.80151 22/12/2015 15:19:14 0 25.00152 22/12/2015 16:19:14 0 25.10153 22/12/2015 17:19:14 0 24.90154 22/12/2015 18:19:14 0 24.90155 22/12/2015 19:19:14 0 24.90156 22/12/2015 20:19:14 0 24.80157 22/12/2015 21:19:14 0 24 70157 22/12/2015 21:19:14 0 24.70158 22/12/2015 22:19:14 0 24.70159 22/12/2015 23:19:14 0 24.60160 23/12/2015 0:19:14 0 24.60161 23/12/2015 1:19:14 0 24.50162 23/12/2015 2:19:14 0 24.40163 23/12/2015 3:19:14 0 24.40164 23/12/2015 4:19:14 0 24.50165 23/12/2015 5:19:14 0 24.40166 23/12/2015 6:19:14 0 24.50167 23/12/2015 7:19:14 0 24.60168 23/12/2015 8:19:14 0 24.60

Place Date Time Wind speed (m/S) Temperature (°C)1 16/12/2015 9:15:39 0 29.22 16/12/2015 10:15:39 0 26.83 16/12/2015 11:15:39 0 26.94 16/12/2015 12:15:39 0 26.95 16/12/2015 13:15:39 0 27.06 16/12/2015 14:15:39 0 27.17 16/12/2015 15:15:39 0 27.18 16/12/2015 16:15:39 0 27.39 16/12/2015 17:15:39 0 27.4

10 16/12/2015 18:15:39 0 27.511 16/12/2015 19:15:39 0 27.712 16/12/2015 20:15:39 0 27.813 16/12/2015 21:15:39 0 27.914 16/12/2015 22:15:39 0 28.015 16/12/2015 23:15:39 0 28.116 17/12/2015 0:15:39 0 28.117 17/12/2015 1:15:39 0 28.118 17/12/2015 2:15:39 0 28.119 17/12/2015 3:15:39 0 28.020 17/12/2015 4:15:39 0 27.921 17/12/2015 5:15:39 0 27.922 17/12/2015 6:15:39 0 27.823 17/12/2015 7:15:39 0 27.824 17/12/2015 8:15:39 0 27.825 17/12/2015 9:15:39 0 27.826 17/12/2015 10:15:39 0 27.927 17/12/2015 11:15:39 0 28.028 17/12/2015 12:15:39 0 28.029 17/12/2015 13:15:39 0 28.130 17/12/2015 14:15:39 0 28.231 17/12/2015 15:15:39 0 28.332 17/12/2015 16:15:39 0 28.433 17/12/2015 17:15:39 0 28.534 17/12/2015 18:15:39 0 28.735 17/12/2015 19:15:39 0 28.836 17/12/2015 20:15:39 0 28.937 17/12/2015 21:15:39 0 28.938 17/12/2015 22:15:39 0 29.039 17/12/2015 23:15:39 0 29.040 18/12/2015 0:15:39 0 29.041 18/12/2015 1:15:39 0 28.942 18/12/2015 2:15:39 0 28.943 18/12/2015 3:15:39 0 28.844 18/12/2015 4:15:39 0 28.845 18/12/2015 5:15:39 0 28.746 18/12/2015 6:15:39 0 28.647 18/12/2015 7:15:39 0 28.648 18/12/2015 8:15:39 0 28.649 18/12/2015 9:15:39 0 28.750 18/12/2015 10:15:39 0 28.851 18/12/2015 11:15:39 0 28.852 18/12/2015 12:15:39 0 28.953 18/12/2015 13:15:39 0 28.954 18/12/2015 14:15:39 0 29.055 18/12/2015 15:15:39 0 29.0

Anemometer Data - Residence 3Crawl space under kitchen (140 mm)


56 18/12/2015 16:15:39 0 29.157 18/12/2015 17:15:39 0 29.258 18/12/2015 18:15:39 0 29.359 18/12/2015 19:15:39 0 29.460 18/12/2015 20:15:39 0 29.561 18/12/2015 21:15:39 0 29.462 18/12/2015 22:15:39 0 29.563 18/12/2015 23:15:39 0 29.564 19/12/2015 0:15:39 0 29.565 19/12/2015 1:15:39 0 29.466 19/12/2015 2:15:39 0 29.467 19/12/2015 3:15:39 0 29.368 19/12/2015 4:15:39 0 29.369 19/12/2015 5:15:39 0 29.270 19/12/2015 6:15:39 0 29.271 19/12/2015 7:15:39 0 29.272 19/12/2015 8:15:39 0 29.273 19/12/2015 9:15:39 0 29.274 19/12/2015 10:15:39 0 29.275 19/12/2015 11:15:39 0 29.276 19/12/2015 12:15:39 0 29.277 19/12/2015 13:15:39 0 29.378 19/12/2015 14:15:39 0 29.479 19/12/2015 15:15:39 0 29.580 19/12/2015 16:15:39 0 29.681 19/12/2015 17:15:39 0 29.782 19/12/2015 18:15:39 0 29.883 19/12/2015 19:15:39 0 29.984 19/12/2015 20:15:39 0 30.085 19/12/2015 21:15:39 0 29.986 19/12/2015 22:15:39 0 30.087 19/12/2015 23:15:39 0 30.088 20/12/2015 0:15:39 0 30.189 20/12/2015 1:15:39 0 30.090 20/12/2015 2:15:39 0 29.991 20/12/2015 3:15:39 0 29.892 20/12/2015 4:15:39 0 29.893 20/12/2015 5:15:39 0 29.794 20/12/2015 6:15:39 0 29.795 20/12/2015 7:15:39 0 29.596 20/12/2015 8:15:39 0 29.497 20/12/2015 9:15:39 0 29.398 20/12/2015 10:15:39 0 29.199 20/12/2015 11:15:39 0 29.1100 20/12/2015 12:15:39 0 28.9101 20/12/2015 13:15:39 0 28.8102 20/12/2015 14:15:39 0 28.8103 20/12/2015 15:15:39 0 28.6104 20/12/2015 16:15:39 0 28.4105 20/12/2015 17:15:39 0 28.4106 20/12/2015 18:15:39 0 28.3107 20/12/2015 19:15:39 0 28.2108 20/12/2015 20:15:39 0 28.0109 20/12/2015 21:15:39 0 27.9110 20/12/2015 22:15:39 0 27.8111 20/12/2015 23:15:39 0 27.6112 21/12/2015 0:15:39 0 27.3


113 21/12/2015 1:15:39 0 27.1114 21/12/2015 2:15:39 0 27.1115 21/12/2015 3:15:39 0 26.9116 21/12/2015 4:15:39 0 26.9117 21/12/2015 5:15:39 0 26.7118 21/12/2015 6:15:39 0 26.7119 21/12/2015 7:15:39 0 26.4120 21/12/2015 8:15:39 0 26.1121 21/12/2015 9:15:39 0 25.8122 21/12/2015 10:15:39 0 25.8123 21/12/2015 11:15:39 0 25.7124 21/12/2015 12:15:39 0 25.7125 21/12/2015 13:15:39 0 25.8126 21/12/2015 14:15:39 0 25.8127 21/12/2015 15:15:39 0 25.8128 21/12/2015 16:15:39 0 25.8129 21/12/2015 17:15:39 0 25.8130 21/12/2015 18:15:39 0 25.7131 21/12/2015 19:15:39 0 25.7132 21/12/2015 20:15:39 0 25.7133 21/12/2015 21:15:39 0 25.6134 21/12/2015 22:15:39 0 25.6135 21/12/2015 23:15:39 0 25.6136 22/12/2015 0:15:39 0 25.6137 22/12/2015 1:15:39 0 25.5138 22/12/2015 2:15:39 0 25.3139 22/12/2015 3:15:39 0 25.3140 22/12/2015 4:15:39 0 25.0141 22/12/2015 5:15:39 0 25.1142 22/12/2015 6:15:39 0 25.1143 22/12/2015 7:15:39 0 25.2144 22/12/2015 8:15:39 0 25.2145 22/12/2015 9:15:39 0 25.2146 22/12/2015 10:15:39 0 25.3147 22/12/2015 11:15:39 0 25.3148 22/12/2015 12:15:39 0 25.4149 22/12/2015 13:15:39 0 25.5150 22/12/2015 14:15:39 0 25.5151 22/12/2015 15:15:39 0 25.6152 22/12/2015 16:15:39 0 25.7153 22/12/2015 17:15:39 0 25.8154 22/12/2015 18:15:39 0 25.8155 22/12/2015 19:15:39 0 25.8156 22/12/2015 20:15:39 0 25.6157 22/12/2015 21:15:39 0 25.4158 22/12/2015 22:15:39 0 25.2159 22/12/2015 23:15:39 0 25.0160 23/12/2015 0:15:39 0 24.9161 23/12/2015 1:15:39 0 24.7162 23/12/2015 2:15:39 0 24.6163 23/12/2015 3:15:39 0 24.5164 23/12/2015 4:15:39 0 24.8165 23/12/2015 5:15:39 0 24.9166 23/12/2015 6:15:39 0 24.8167 23/12/2015 7:15:39 0 24.9168 23/12/2015 8:15:39 0 25.0

Place Date Time Wind speed (m/S) Temperature (°C)1 16/12/2015 9:12:02 0.34 28.802 16/12/2015 10:12:02 0.35 25.603 16/12/2015 11:12:02 0.35 25.604 16/12/2015 12:12:02 0.35 25.705 16/12/2015 13:12:02 0 35 25 70

Anemometer Data - Residence 3Crawl space under lounge (140 mm)

5 16/12/2015 13:12:02 0.35 25.706 16/12/2015 14:12:02 0.35 25.807 16/12/2015 15:12:02 0.35 25.808 16/12/2015 16:12:02 0.34 25.909 16/12/2015 17:12:02 0.34 26.00

10 16/12/2015 18:12:02 0.35 26.1011 16/12/2015 19:12:02 0.35 26.4012 16/12/2015 20:12:02 0.35 26.4013 16/12/2015 21:12:02 0.35 26.5014 16/12/2015 22:12:02 0.35 26.5015 16/12/2015 23:12:02 0.34 26.6016 17/12/2015 0:12:02 0.34 26.6017 17/12/2015 1:12:02 0.34 26.6018 17/12/2015 2:12:02 0.34 26.6019 17/12/2015 3:12:02 0.35 26.4020 17/12/2015 4:12:02 0 35 26 4020 17/12/2015 4:12:02 0.35 26.4021 17/12/2015 5:12:02 0.35 26.4022 17/12/2015 6:12:02 0.35 26.4023 17/12/2015 7:12:02 0.35 26.4024 17/12/2015 8:12:02 0.35 26.5025 17/12/2015 9:12:02 0.34 26.5026 17/12/2015 10:12:02 0.34 26.5027 17/12/2015 11:12:02 0.34 26.6028 17/12/2015 12 12 02 0 34 26 6028 17/12/2015 12:12:02 0.34 26.6029 17/12/2015 13:12:02 0.34 26.7030 17/12/2015 14:12:02 0.34 26.7031 17/12/2015 15:12:02 0.34 26.8032 17/12/2015 16:12:02 0.34 26.9033 17/12/2015 17:12:02 0.34 27.0034 17/12/2015 18:12:02 0.34 27.0035 17/12/2015 19:12:02 0.34 27.1036 17/12/2015 20:12:02 0.34 27.2037 17/12/2015 21:12:02 0.33 27.2038 17/12/2015 22:12:02 0.33 27.3039 17/12/2015 23:12:02 0.33 27.3040 18/12/2015 0:12:02 0.33 27.3041 18/12/2015 1:12:02 0.33 27.3042 18/12/2015 2:12:02 0.34 27.4043 18/12/2015 3:12:02 0 34 27 4043 18/12/2015 3:12:02 0.34 27.4044 18/12/2015 4:12:02 0.33 27.3045 18/12/2015 5:12:02 0.33 27.3046 18/12/2015 6:12:02 0.33 27.2047 18/12/2015 7:12:02 0.33 27.3048 18/12/2015 8:12:02 0.33 27.3049 18/12/2015 9:12:02 0.34 27.4050 18/12/2015 10:12:02 0.33 27.3051 18/12/2015 11:12:02 0.34 27.4052 18/12/2015 12:12:02 0.34 27.4053 18/12/2015 13:12:02 0.34 27.4054 18/12/2015 14:12:02 0.34 27.5055 18/12/2015 15:12:02 0.34 27.50


56 18/12/2015 16:12:02 0.34 27.6057 18/12/2015 17:12:02 0.34 27.6058 18/12/2015 18:12:02 0.34 27.7059 18/12/2015 19:12:02 0.33 27.9060 18/12/2015 20:12:02 0.33 27.8061 18/12/2015 21:12:02 0.33 27.8062 18/12/2015 22:12:02 0 33 27 8062 18/12/2015 22:12:02 0.33 27.8063 18/12/2015 23:12:02 0.33 27.9064 19/12/2015 0:12:02 0.33 27.9065 19/12/2015 1:12:02 0.33 27.9066 19/12/2015 2:12:02 0.33 27.8067 19/12/2015 3:12:02 0.33 27.8068 19/12/2015 4:12:02 0.33 27.8069 19/12/2015 5:12:02 0.33 27.8070 19/12/2015 6:12:02 0.33 27.8071 19/12/2015 7:12:02 0.33 27.8072 19/12/2015 8:12:02 0.33 27.8073 19/12/2015 9:12:02 0.33 27.9074 19/12/2015 10:12:02 0.33 27.9075 19/12/2015 11:12:02 0.33 27.9076 19/12/2015 12:12:02 0.33 27.9077 19/12/2015 13:12:02 0 33 28 0077 19/12/2015 13:12:02 0.33 28.0078 19/12/2015 14:12:02 0.33 28.0079 19/12/2015 15:12:02 0.33 28.1080 19/12/2015 16:12:02 0.33 28.1081 19/12/2015 17:12:02 0.33 28.2082 19/12/2015 18:12:02 0.33 28.2083 19/12/2015 19:12:02 0.33 28.2084 19/12/2015 20:12:02 0.33 28.3085 19/12/2015 21 12 02 0 33 28 4085 19/12/2015 21:12:02 0.33 28.4086 19/12/2015 22:12:02 0.33 28.3087 19/12/2015 23:12:02 0.33 28.4088 20/12/2015 0:12:02 0.32 28.4089 20/12/2015 1:12:02 0.32 28.4090 20/12/2015 2:12:02 0.32 28.4091 20/12/2015 3:12:02 0.32 28.3092 20/12/2015 4:12:02 0.32 28.3093 20/12/2015 5:12:02 0.32 28.3094 20/12/2015 6:12:02 0.32 28.3095 20/12/2015 7:12:02 0.32 28.2096 20/12/2015 8:12:02 0.33 28.2097 20/12/2015 9:12:02 0.33 28.1098 20/12/2015 10:12:02 0.33 28.0099 20/12/2015 11:12:02 0.33 28.00100 20/12/2015 12:12:02 0 33 27 90100 20/12/2015 12:12:02 0.33 27.90101 20/12/2015 13:12:02 0.33 27.80102 20/12/2015 14:12:02 0.33 27.80103 20/12/2015 15:12:02 0.33 27.70104 20/12/2015 16:12:02 0.33 27.70105 20/12/2015 17:12:02 0.33 27.60106 20/12/2015 18:12:02 0.33 27.60107 20/12/2015 19:12:02 0.33 27.50108 20/12/2015 20:12:02 0.33 27.30109 20/12/2015 21:12:02 0.33 27.20110 20/12/2015 22:12:02 0.33 27.00111 20/12/2015 23:12:02 0.33 27.00112 21/12/2015 0:12:02 0.34 26.80


113 21/12/2015 1:12:02 0.34 26.70114 21/12/2015 2:12:02 0.34 26.70115 21/12/2015 3:12:02 0.34 26.50116 21/12/2015 4:12:02 0.34 26.40117 21/12/2015 5:12:02 0.34 26.40118 21/12/2015 6:12:02 0.34 26.30119 21/12/2015 7:12:02 0 33 26 10119 21/12/2015 7:12:02 0.33 26.10120 21/12/2015 8:12:02 0.34 25.80121 21/12/2015 9:12:02 0.34 25.90122 21/12/2015 10:12:02 0.34 25.80123 21/12/2015 11:12:02 0.34 25.70124 21/12/2015 12:12:02 0.34 25.70125 21/12/2015 13:12:02 0.34 25.80126 21/12/2015 14:12:02 0.34 25.80127 21/12/2015 15:12:02 0.34 25.80128 21/12/2015 16:12:02 0.34 25.80129 21/12/2015 17:12:02 0.34 25.70130 21/12/2015 18:12:02 0.34 25.70131 21/12/2015 19:12:02 0.34 25.60132 21/12/2015 20:12:02 0.34 25.50133 21/12/2015 21:12:02 0.34 25.40134 21/12/2015 22:12:02 0 34 25 40134 21/12/2015 22:12:02 0.34 25.40135 21/12/2015 23:12:02 0.34 25.40136 22/12/2015 0:12:02 0.34 25.40137 22/12/2015 1:12:02 0.34 25.40138 22/12/2015 2:12:02 0.35 25.20139 22/12/2015 3:12:02 0.35 25.20140 22/12/2015 4:12:02 0.35 25.10141 22/12/2015 5:12:02 0.35 25.10142 22/12/2015 6 12 02 0 35 25 00142 22/12/2015 6:12:02 0.35 25.00143 22/12/2015 7:12:02 0.35 25.00144 22/12/2015 8:12:02 0.35 25.10145 22/12/2015 9:12:02 0.35 25.10146 22/12/2015 10:12:02 0.35 25.10147 22/12/2015 11:12:02 0.35 25.10148 22/12/2015 12:12:02 0.35 25.20149 22/12/2015 13:12:02 0.35 25.20150 22/12/2015 14:12:02 0.35 25.20151 22/12/2015 15:12:02 0.35 25.30152 22/12/2015 16:12:02 0.35 25.40153 22/12/2015 17:12:02 0.34 25.50154 22/12/2015 18:12:02 0.34 25.50155 22/12/2015 19:12:02 0.35 25.40156 22/12/2015 20:12:02 0.35 25.30157 22/12/2015 21:12:02 0 35 25 10157 22/12/2015 21:12:02 0.35 25.10158 22/12/2015 22:12:02 0.35 25.00159 22/12/2015 23:12:02 0.34 24.90160 23/12/2015 0:12:02 0.34 24.90161 23/12/2015 1:12:02 0.34 24.80162 23/12/2015 2:12:02 0.35 24.70163 23/12/2015 3:12:02 0.35 24.70164 23/12/2015 4:12:02 0.34 24.80165 23/12/2015 5:12:02 0.34 24.70166 23/12/2015 6:12:02 0.34 24.70167 23/12/2015 7:12:02 0.34 24.80168 23/12/2015 8:12:02 0.34 24.90169 23/12/2015 9:10:03 0.34 24.90

APPENDIX D FIELD SAMPLING SHEETS

APPENDIX E BOREHOLE LOG REPORTS

<1

<1

<1

<1

0.10 -0.20

0.30 -0.40

0.50 -0.60

0.90 -1.00

FILL

CL-ML

CL-ML

CLS

Grout

Bentonite

Sand

.

FILL: gravel, blue grey, medium to coarse, dry

Silty CLAY: reworked natural, medium plasticity, brown, trace finegravel, dry

Silty CLAY: medium plasticity, red brown with pale brown mottling,dry

Sandy CLAY: medium to high plasticity, red brown, fine tomedium grained sand, trace silt fines, slighttly moist

Bottom of Soil Vapour Bore at 1.00 meters.

PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21

Hand Auger

50mm

1.00m

SA EPA

Client:

Soil Vapour Bore:

SSH

RZK Machine:

H1_VP1

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Arabrie Ave Residence

SEE Edwardstown Stage 2 ESA

Date Completed: 07/12/2015

07/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

0.95m

80444-1

Remarks:

No visual or olfactory evidence of contamination.

Sketch:

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

.ID Static Water Level Reference Point

WELL CONSTRUCTION DETAILS

GROUNDWATER OBSERVATIONS

DESCRIPTION OF STRATA

- approximate groundwater depth encountered during drilling.

- stabilized groundwater level.

FILL

CL-ML

CL-ML

CLS

Grout

Bentonite

Sand

.

FILL: gravel, blue grey, fine to medium, dry

Silty CLAY: reworked natural, medium plasticity, dark grey, tracefine gravel, dry

Silty CLAY: medium plasticity, grey brown, dry

Sandy CLAY: medium to high plasticity, red brown, fine tomedium grained sand, trace calareous mottling, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

3/02

/201

6 14

:34

Hand Auger & Push Tube

50mm

1.70m

SA EPA

Client:

Soil Vapour Bore:

SSH

RZK Machine:

H1_VP2

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




07/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.65m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

<1

FILL

CL-ML

CL-ML

Grout

Bentonite

Sand

.

FILL: sandy clay, medium plasticity, brown, trace fine to mediumgravel, dry

SILTY CLAY: medium plasticity, dark brown, dry

Silty CLAY: medium plasticity, brown with pale grey mottling,calcareous inclusions, friable, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21

Hand Auger

50mm

1.00m

SA EPA

Client:

Soil Vapour Bore:

SSH

RZK Machine:

H3_VP1

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




07/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

0.95m

80444-1

Remarks:


Sketch:

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0







<1

<1

<1

<1

0.20 -0.30

0.50 -0.60

1.00 -1.10

1.60 -1.70

FILL

CL-ML

CL-ML

Grout

Bentonite

Sand

.

FILL: sandy clay, brown, trace fine to medium gravel, dry

Silty CLAY: medium plasticity, dark brown, dry

Silty CLAY: medium plasticity, brown with pale grey mottling,calcareous inclusions, friable, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21


50mm

1.70m

SA EPA

Client:

Soil Vapour Bore:

SSH

RZK Machine:

H3_VP2

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




07/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.65m

80444-1

Remarks:

No visual or olfactory evidence of contamination. DUPA is a duplicate of H3_VP2 0.5-0.6.

Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

<1

0.30 -0.40

0.40 -0.50

0.60 -0.70

FILL

CL-ML

CL-ML

Grout

Bentonite

Sand

.

FILL: silty clay, brown, with fine to medium grained sand, tracefine to medium gravel, dry

Silty CLAY: medium plasticity, brown, dry

Silty CLAY: medium plasticity, brown with pale grey mottling,calcareous, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

3/02

/201

6 14

:34

Hand Auger

50mm

1.00m

SA EPA

Client:

Soil Vapour Bore:

SSH

RZK Machine:

H4_VP1

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




07/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

0.95m

80444-1

Remarks:

No visual or olfactory evidence of contamination. DUPB is a duplicate of H4_VP1 0.6-0.75.

Sketch:

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0







<1

<1

<1

<1

FILL

CL-ML

CL-ML

CH

Grout

Bentonite

Sand

.

FILL: silty clay, brown, trace fine to medium gravel, dry

Silty CLAY: medium plasticity, brown, dry

Silty CLAY: medium plasticity, brown with pale grey mottling,calcareous inclusions, dry

CLAY: medium to high plasticity, brown with red brown mottling,dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21


50mm

1.70m

SA EPA

Client:

Soil Vapour Bore:

SSH

RZK Machine:

H4_VP2

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




07/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.60m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

<1

0.00 -0.10

0.40 -0.50

0.90 -1.00

FILL

CL-ML

Grout

Bentonite

Sand

.

FILL: silty clay, medium plasticity, brown, dry

SIlty CLAY: medium plasticity, dark brown with pale grey mottling,calcareous inclusions, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21

Hand Auger

50mm

1.00m

SA EPA

Client:

Soil Vapour Bore:

SSH

RZK Machine:

H5_VP1

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




07/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

0.95m

80444-1

Remarks:


Sketch:

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0







<1

<1

<1

<1

0.50 -0.60

1.00 -1.10

1.50 -1.60

1.60 -1.70

FILL

CL-ML

CL-ML

CLS

Grout

Bentonite

Sand

.

FILL: silty clay, medium plasticity, brown, some tree roots, dry

Silty CLAY: medium plasticity, pale brown with dark red brownmottling, calcareous inclusions, trace roots and fibres, dry

Silty CLAY: medium plasticity, pale brown with dark red brownmottling, calcareous inclusions, trace roots and fibres, slightlymoist

Sandy CLAY/Clayey SAND: medium plasticity, dark grey, traceblack organics, moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21


50mm

1.70m

SA EPA

Client:

Soil Vapour Bore:

SSH

RZK Machine:

H5_VP2

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




07/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.65m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

<1

0.00 -0.10

0.25 -0.35

0.50 -0.60

0.90 -1.00

FILL

CL-ML

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: gravelly sand, medium to coarse grained sand, pale brown,dry

Silty CLAY: medium plasticity, brown, trace fine gravel, dry

Silty CLAY: medium plasticity, pale red brown with dark brownmottling, dry

Sandy silty CLAY: medium to high plasticity, red brown with darkbrown mottling, fine to medium grained sand, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21

Hand Auger

50mm

1.00m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

H6_VP1

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

0.95m

80444-1

Remarks:


Sketch:

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0







<1

<1

0.30 -0.40

0.90 -1.00

FILL

CL-ML

CL-ML

Grout

Bentonite

Sand

.

FILL: gravelly sand, medium to coarse grained, pale brown, dry

Silty CLAY: medium plasticity, brown, trace fine gravel, dry

Sandy silty CLAY: medium to high plasticity, red brown with darkbrown mottling, fine to medium grained sand, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

3/02

/201

6 14

:34


50mm

1.70m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

H6_VP2

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.65m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

<1

0.15 -0.25

0.40 -0.50

0.90 -1.00

FILL

ML

ML

Grout

Bentonite

Sand

.

FILL: gravelly silt, brown, fine grained gravel, dry

Clayey SILT: reworked natural, dark brown, dry

Clayey SILT: cream with red brown mottling, trace fine to mediumsubrounded to subangular siltstone gravels, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21

Hand Auger

50mm

1.00m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

H7_VP1

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

0.95m

80444-1

Remarks:


Sketch:

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0







<1

<1

1.00 -1.10

1.60 -1.70

FILL

ML

ML

ML

Grout

Bentonite

Sand

.

FILL: gravelly silt, brown, fine grained gravel, dry

Clayey SILT: reworked natural, dark brown, dry

Clayey SILT: cream with red brown mottling, trace fine to mediumsubrounded to subangular siltstone gravel, dry

Clayey SILT: red brown with cream mottling, dry, clay contentincreasing with depth


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21


50mm

1.70m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

H7_VP2

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.65m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

0.20 -0.30

0.90 -1.00

ML

CL-ML

Grout

Bentonite

Sand

.

Clayey SILT: dark brown, dry

Clayey SILT/Silty CLAY: low plasticity, pale cream to red brown,trace siltstone inclusions, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21

Hand Auger

50mm

1.00m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

H8_VP1

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

0.95m

80444-1

Remarks:


Sketch:

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0







<1

<1

1.00 -1.10

1.60 -1.70

ML

CL-ML

CL-ML

CL-ML

Grout

Bentonite

Sand

.

Clayey SILT: dark brown, dry

Clayey SILT/Silty CLAY: low plasticity, pale cream to red brown,trace siltstone inclusions, dry

Clayey SILT/Silty CLAY: low to medium plasticity, pale cream topale red brown, friable, firm to stiff, dry

Silty CLAY: medium plasticity, pale red brown with calcareousmottling, stiff, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21


50mm

1.70m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

H8_VP2

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.65m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

<1

0.10 -0.20

0.50 -0.60

0.90 -1.00

SP

CL-ML

CL-ML

Grout

Bentonite

Sand

.

SAND: fine to medium grained, brown, dry

Silty CLAY/Clayey SILT: low plasticity, brown, dry

Silty CLAY: low to medium plasticity, pale red brown with creammottling, trace fine grained sand and siltstone inclusions, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21


50mm

1.00m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

H9_VP1

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

0.95m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0







<1

<1

1.00 -1.10

1.60 -1.70

SP

CL-ML

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

SAND: fine to medium grained, brown, dry

Silty CLAY/Clayey SILT: low plasticity, brown, dry

Silty CLAY: low to medium plasticity, pale red brown with creammottling, trace fine grained sand and siltstone inclusions, dry

Silty CLAY: medium plasticity, brown to pale red brown withcream mottling, friable, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21


50mm

1.70m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

H9_VP2

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.65m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

ML

CL-ML

CL-ML

Grout

Bentonite

Sand

.

SILT: brown, with fine to medium grained sand, dry

Silty CLAY/Clayey SILT: low to medium plasticity, brown, firm, dry

Silty CLAY: medium plasticity, red brown with pale creammottling, firm to stiff, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21


50mm

1.00m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

H10_VP1

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

0.95m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0







<1

<1

ML

CL-ML

CL-ML

Grout

Bentonite

Sand

.

SILT: brown, with sand, dry

Silty CLAY: medium plasticity, red brown with cream mottling, stiff,dry

Silty CLAY: medium to high plasticity, red brown with grey brownmottling, trace fine grained sand, firm, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:21


50mm

1.70m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

H10_VP2

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:




08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.65m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

<1

0.20 -0.30

0.90 -1.00

1.40 -1.50

FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: sandy gravel, pale brown to cream, medium to coarsegravel (road base), fine to medium grained sand, dry

Silty CLAY: low to medium plasticity, pale red brown to cream,calcareous inclisions, firm to stiff, friable, dry

Silty CLAY: medium plasticity, brown with red brown mottling, stiff,friable, sligthtly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:23


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

VP13

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Yangyarrie Ave



08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

<1

0.20 -0.30

0.85 -0.95

1.40 -1.50

FILL

CL-ML

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: gravelly sand, fine to medium grained, brown, fine to coarsegravel, dry

Silty CLAY: medium plasticity, red brown. firm, slightly moist

Silty CLAY: medium plasticity, pale red brown with calcareousmottling, stiff, slightly moist

Silty CLAY: medium plasticity, red brown, firm to stiff, slightlymoist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:25


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

VP14

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Calstock Ave



08/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

<1

0.50 -0.60

0.90 -1.00

1.40 -1.50

FILL

CL-ML

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: gravelly sand, medium grained, brown, fine gravel, slightlymoist

Silty CLAY: medium to high plasticity, red brown, trace fine gravel,firm, slightly moist

Silty CLAY: medium plasticity, brown with calcareous mottling,friable, firm, dry

Silty CLAY: medium plasticity, brown, trace fine grained sand, firmto stiff, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:26


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

VP15

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

West St



09/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:

No visual or olfactory evidence of contamination. QC1 is a duplicate of VP15 0.9-1.0 and QC2 is a duplicate of VP15 1.4-1.5.

Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

<1

0.50 -0.60

0.90 -1.00

1.40 -1.50

SPG

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

Gravelly SAND: fine to medium grained, pale brown, fine gravel,dry

Silty CLAY: medium plasticity, red brown, trace fine to mediumsubrounded to rounded gravels, firm, dry

Silty CLAY: medium plasticity, brown with cream and dark brownmottling, trace siltstone inclusions, firm, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:28


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

VP16

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Dunorlan Rd



09/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

0.50 -0.60

1.40 -1.50

FILL

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: sandy gravel, fine gravel, brown, fine to medium grainedsand, dry

Silty CLAY: medium plasticity, brown to red brown, friable, slightlymoist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:25


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

VP17

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Calstock Ave



09/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

<1

<1

0.50 -0.60

0.90 -1.00

1.40 -1.50

MLS

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

Sandy SILT: pale brown, fine to medium grained sand, dry

Silty CLAY: medium to high plasticity, red brown to grey brownwith calcareous mottling, firm, slightly moist

Silty CLAY: medium plasticity, brown with red brown mottling,trace siltstone inclusions, firm to stiff, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:29


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

VP18

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Deloraine Rd



09/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:

No visual or olfactory evidence of contamination. QC3 is a dupliate of VP18 1.4-1.5.

Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<11.40 -1.50

SWG

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

Gravelly SAND: fine to coarse grained sand, grey, fine grainedgravel, dry

Silty CLAY: medium to high plasticity, red brown, with somecalcareous inclusions and trace roots and fibres, dry

Sandy silty CLAY: medium plasticity, red brown with dark brownmottling, fine grained sand, firm, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

5/02

/201

6 15

:02


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & TZB

RZK Machine:

VP19

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Erudina Ave



09/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:

No visual or olfactory evidence of contamination. QC4 is a dupliate of VP19 1.4-1.5. VP19 located within backfilled Waterloo Sampler bore WPS07.

Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<1

FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: silty sand, fine to medium grained, grey brown, dry

Silty CLAY: medium to high plasticity, pale orange brown,calcareous, some fine to medium sand, dry

Silty CLAY: high plasticity, brown to red brown with grey brownmottling, dry to slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:32


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & SSH

RZK Machine:

VP20

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Konando Tce



09/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:

No visual or olfactory evidence of contamination. VP20 located within backfilled Waterloo Sampler bore WPS9.

Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







FILL

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: gravelly silt, grey brown, fine to medium subangular gravel,dry

Silty CLAY: medium plasticity, red brown with trace calcareousmottling, stiff, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

3/02

/201

6 14

:35


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & TZB

RZK Machine:

VP21

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Karong Ave



09/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: gravelly sand, fine to coarse sand, grey, fine to coarsegravel, dry

Silty CLAY: medium to high plasticity, red brown, dry

Silty CLAY: medium plasticity, brown with calcareous mottling,firm to stiff, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:34


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & SSH

RZK Machine:

VP22

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Arabrie Ave



09/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:

No visual or olfactory evidence of contamination. VP22 is located within backfilled Waterloo Sampler bore WPS5.

Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<11.40 -1.50

FILL

ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: sandy gravel - road base

Clayey SILT: dark brown, slightly moist

Silty CLAY: medium plasticity, red brown with dark brown andcalcareous mottling, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:35


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & SSH

RZK Machine:

VP23

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Yangyarrie Ave



09/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:

No visual or olfactory evidence of contamination. QC5 is a duplicate of VP23 1.4-1.5. VP23 located within backfilled Waterloo Sampler bore WPS17.

Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<11.40 -1.50

FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: gravelly silt, grey brown, dry

Silty CLAY: low plasticity, red brown with trace calcareousmottling, slightly moist

Silty CLAY: medium plasticity, red brown with grey mottling,slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:25


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & TZB

RZK Machine:

VP24

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Calstock Ave



09/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:

No visual or olfactory evidence of contamination. QC6 is a duplicate of VP24 1.4-1.5. VP24 located within backfilled Waterloo Sampler bore WPS19.

Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: gravel (road base), grey, medim to coarse grained, dry

Silty CLAY: medium plasticity, red brown, with sand, dry

Silty CLAY: medium plasticity, brown to red brown, trace finegrained sand and calcareous inclusions, firm, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:36


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG

RZK Machine:

VP25

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Service lane off Erudina Ave



10/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<11.40 -1.50

FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: gravelly silt, grey brown, subangular gravel, dry

Silty CLAY: medium plasticity, red brown, dry

Silty CLAY: medium plasticity, brown, with siltstone inclusions,firm to stiff, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:37


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & TZB

RZK Machine:

VP26

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Gilpipi Ave



10/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<11.40 -1.50

FILL

FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: gravelly silt, grey brown, grey brown, fine to coarsesubangular gravel, dry

FILL: silty gravel, medium to coarse, grey, dry

Silty CLAY: low plasticity, red brown, stiff, slightly moist

Silty CLAY: medium plasticity, brown, trace fine grained sand andcalcareous inclusions, firm, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:38


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & TZB

RZK Machine:

VP27

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Allambee Ave



10/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<11.40 -1.50

FILL

FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.


FILL: silty gravel, medium to coarse, subangular, grey, dry

Silty CLAY: medium plasticity, red brown with calcareous mottling,stiff, dry

Silty CLAY: medium plasticity, red brown to brown, trace finegrained sand, siltstone inclusions and fine gravel, firm, slightlymoist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:38


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & TZB

RZK Machine:

VP28

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Cnr Allambee Ave & Conmurra Ave



10/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:

No visual or olfactory evidence of contamination. VP28 located withiin bckfilled Waterloo Sampler bore WPS36.

Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.


Silty CLAY: medium plasticity, red brown with calcareous mottling,stiff, slightly moist

Silty CLAY: medium plasticity, red brown to brown, calcareousinclusions, firm, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:30


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & TZB

RZK Machine:

VP29

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Deloraine Rd



10/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







<11.40 -1.50

FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: gravelly silt, grey brown, fine to medium subangular gravel,trace roots, dry

Silty CLAY: medium plasticity, red brown with trace calcareousmottling, stiff, dry

Silty CLAY: medium plasticity, red brown to brown, firm, slightlymoist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

3/02

/201

6 14

:35


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & TZB

RZK Machine:

VP30

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Deloraine Crt



10/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.


Silty CLAY: medium plasticity, red brown with calcareous mottling,stiff, dry

Silty CLAY: medium plasticity, brown with dark brown mottling,trace calcareous inclusions and fine grained sand, firm, dry


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:40


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & TZB

RZK Machine:

VP31

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Cnr West St & Deloraine Rd



10/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







FILL

FILL

FILL

CL-ML

CL-ML

Grout

Cuttings

Bentonite

Sand

.

FILL: gravelly silt, brown grey, fine to coarse gravel, dry

FILL: silty clay, medium plasticity, red brown, stiff, dry

FILL: sand, fine grained, red brown, loose, dry

Silty CLAY: medium plasticity, red brown, stiff, dry

Silty CLAY: medium plasticity, brown to red brown, trace finegrained sand and calcareous inclusions, firm, slightly moist


PID

(pp

m)

Sam

ple

Inte

rval

s

Sample ID

No

Dep

th(m

)

ELE

VA

TIO

N

OT

EK

_03_

LIB

RA

RY

.GLB

Log

OT

EK

_RE

PO

RT

_04

804

44 S

V B

OR

ELO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/02

/201

6 15

:40


50mm

1.50m

SA EPA

Client:

Soil Vapour Bore:

TG & TZB

RZK Machine:

VP32

Coordinates:

Location:

Project Name:

Project No:

Checked By:

Logged By:

(AMG)Ground Level:

Date Started:

Adelaide Tce



10/12/2015

Bore Size:

Total Depth:

Casing Size:

Casing Depth:

Drilling Co:

Drilling Method:

Permit No:

Aussie Probe

1.45m

80444-1

Remarks:


Sketch:

Geoprobe

USCSClassification

Lette

r

Sym

bol

Dep

th (

m B

GS

)

0.0

0.5

1.0

1.5







APPENDIX F DRILL CORE PHOTOGRAPHS

Photograph 1: Drill core from soil bore WSP 18.

Photograph 2: Drill core from soil bore VP14.

APPENDIX G EQUIPMENT CALIBRATION RECORDS

Thermo FísherSCIENTIFIC

minutes test completepare battery status (Min 5.5 volts)lectrical Safety Tag attached (AS/NZS 3760)

RENTALS

The world leader

in serving science

Equipment Report - MiniRAE 3OOO PID

This Gas Meter has been performance checked and calibrated as follows

Alarm Limits Test

High lã) ppm

Low fC PPm

ttery Status l¡o'1, rmance check (pump, lamp, sensor)cleared

rs checked

Tag No fi L>-L'>

Valid to: l2

rl t\

Signed

Please check that the following items are received and that all items are cleaned and decontaminated before return. Aminimum $30 cleaning / service I repair charge may be applied to any unclean or damaged items. ltems not returned will bebilled for at the full replacement cost.

Returned ltemI Check / Batte Status 1 ó -)

MiniRAE 3000 PID / Operationa ry \. ôLamp eV, Compound Set to: IE o C/factor:Protective yellow rubber bootlnlet probe (attached to PID)Spare water trap filte(s) QtyCharger 240V 1o 12V1250m4Cradle and Travel Chargerlnstruction Manual behind foam on the lid of case "

Quick Guide Sheet behind foam on the lid of case "

Spare Alkaline Battery Compartment with batterieslnline Moisture trap Filter Guide LaminatedCalibration regulator & tubing (optional)Data cable and Software CD (optional)Carry CaseCheck to confìrm electrical safety (tag must be valid)

Signed

rb

nn!trtrnnnn¡!nnnn

)

Span Traceability Lot # Pass?Lamp Compound Concentration Zero

I ko-tÌ? ?lsobutylene i õC PPm \--ò ppm I DJ ppmrl-] ev

Date Target Gas Reading Pass?

Llt, t\ ( ?rõ ppm lal - ?PPm fl

TFS Reference /*t tuFí Return Date

Customer Reference Return Time:

Equipment lD lrD "ao. -z I Condition on return:

Equipment Serial No. ,r12 -lrqrær

Phone: Free Call 1 300 735 295 Frêe Celll 1800 67 ,[email protected]

5 canbbean Onve.Scoresbv 3179 Nodh

27 Beulah Road, Noeood,Sôillh Âil.1râliâ 5n67

Unil 25 Ross SN*sleâd 40m

Pedh Branch121 Benngar¿ AveMâlaqa W46090

ssue

"We do more than We VE solutions!"

APPENDIX H TABULATED RESULTS – SOIL, SOIL VAPOUR, AIR AND GEOTECHNICAL

TABLE 1WATERLOO MEMBRANE SAMPLER LABORATORY ANALYTICAL RESULTS

80444-1: SOUTH-EASTERN EDWARDSTOWN STAGE 2 ESA

1,2-

Dich

loro

etha

ne

1,1-

Dich

loro

ethe

ne

cis-

1,2-

Dich

loro

ethe

ne

tran

s-1,

2-Di

chlo

roet

hene

Tetr

achl

oroe

then

e

Tric

hlor

oeth

ene

Viny

l Chl

orid

e

Units µg/m³ µg/m³ µg/m³ µg/m³ µg/m³ µg/m³ µg/m³

Sample ID Date of Deployment Date of Retrieval Laboratory Report Laboratory ID

WPS01 13-Nov-15 24-Nov-15 M152621R1 2015031336 <4.7 <14 13 <6.1 30 270 <22WPS02 13-Nov-15 24-Nov-15 M152621R1 2015031337 <4.7 <14 <5.9 <6.1 240 87 <22WPS03 13-Nov-15 24-Nov-15 M152621R1 2015031338 <4.7 <14 9 <6.1 63 480 <22WPS04 13-Nov-15 24-Nov-15 M152621R1 2015031339 <4.7 <14 <5.9 <6.1 8.8 7.4 <22WPS05 13-Nov-15 24-Nov-15 M152621R1 2015031340 <4.7 <14 <5.9 <6.2 42 30 <22WPS06 13-Nov-15 24-Nov-15 M152621R1 2015031341 <4.7 <14 <6.0 <6.2 <2.8 6.4 <23WPS8 13-Nov-15 24-Nov-15 M152621R1 2015031343 <4.7 <14 <6.0 <6.2 <2.8 <3.6 <23WPS9 13-Nov-15 24-Nov-15 M152621R1 2015031344 <4.7 <14 <6.0 <6.2 <2.8 <3.6 <23

WPS10 13-Nov-15 24-Nov-15 M152621R1 2015031345 <6.5 <19 <8.2 <8.6 <3.9 <5.0 <31WPS11 16-Nov-15 24-Nov-15 M152621R1 2015031346 <6.4 <18 <8.0 <8.3 17 9.3 <30WPS12 16-Nov-15 24-Nov-15 M152621R1 2015031347 <6.4 <19 <8.0 <8.4 81 <4.8 <30WPS13 16-Nov-15 24-Nov-15 M152621R1 2015031348 <6.4 <19 <8.1 <8.4 <3.8 48 <31WPS14 16-Nov-15 24-Nov-15 M152621R1 2015031349 <6.5 <19 <8.2 <8.5 77 6.1 <31WPS15 16-Nov-15 24-Nov-15 M152621R1 2015031350 <6.4 <19 <8.1 <8.4 54 25 <31WPS16 16-Nov-15 24-Nov-15 M152621R1 2015031351 <6.4 <19 <8.2 <8.5 17 <4.9 <31WPS17 16-Nov-15 24-Nov-15 M152621R1 2015031352 <6.5 <19 <8.2 <8.5 11 <4.9 <31WPS18 16-Nov-15 24-Nov-15 M152621R1 2015031353 <6.5 <19 <8.2 <8.5 85 130 <31WPS19 16-Nov-15 24-Nov-15 M152621R1 2015031354 <6.5 <19 <8.2 <8.6 65 55 <31WPS20 16-Nov-15 24-Nov-15 M152621R1 2015031355 <6.5 <19 <8.2 <8.6 <3.9 <5.0 <31WPS21 16-Nov-15 24-Nov-15 M152621R1 2015031356 <6.5 <19 <8.3 <8.6 25 <5.0 <31WPS22 16-Nov-15 24-Nov-15 M152621R1 2015031357 <6.6 <19 <8.3 <8.6 <3.9 <5.0 <31WPS23 16-Nov-15 24-Nov-15 M152621R1 2015031358 <6.6 <19 <8.3 <8.6 88 9.5 <31WPS24 16-Nov-15 24-Nov-15 M152621R1 2015031359 <6.5 <19 <8.3 <8.6 <3.9 <5.0 <31WPS25 17-Nov-15 24-Nov-15 M152621R1 2015031360 <7.2 <21 <9.1 <9.4 170 29 <34WPS26 17-Nov-15 24-Nov-15 M152621R1 2015031361 <7.2 <21 <9.1 <9.4 48 56 <34WPS27 17-Nov-15 24-Nov-15 M152621R1 2015031362 <7.2 <21 <9.1 <9.4 <4.3 <5.5 <34WPS28 17-Nov-15 24-Nov-15 M152621R1 2015031363 <7.2 <21 <9.1 <9.4 <4.3 <5.5 <34WPS29 17-Nov-15 24-Nov-15 M152621R1 2015031364 <7.2 <21 <9.1 <9.5 92 18 <35WPS30 17-Nov-15 24-Nov-15 M152621R1 2015031365 <7.2 <21 <9.1 <9.5 230 <5.5 <35WPS31 17-Nov-15 24-Nov-15 M152621R1 2015031366 <7.2 <21 <9.2 <9.5 43 74 <35WPS32 17-Nov-15 24-Nov-15 M152621R1 2015031367 <7.3 <21 140 <9.5 360 6,000 <35WPS33 17-Nov-15 24-Nov-15 M152621R1 2015031368 <7.3 <21 <9.2 <9.6 19 <5.6 <35WPS34 17-Nov-15 24-Nov-15 M152621R1 2015031369 <7.3 <21 <9.2 <9.6 <4.4 <5.6 <35WPS35 17-Nov-15 24-Nov-15 M152621R1 2015031370 <7.3 <21 <9.3 <9.6 4.4 <5.6 <35WPS36 17-Nov-15 24-Nov-15 M152621R1 2015031371 <7.3 <21 11 <9.6 170 670 <35WPS37 17-Nov-15 24-Nov-15 M152621R1 2015031372 <7.3 <21 <9.3 <9.6 170 160 <35WPS38 17-Nov-15 24-Nov-15 M152621R1 2015031373 <7.4 <21 12 <9.7 430 1,100 <35WPS39 17-Nov-15 24-Nov-15 M152621R1 2015031374 <7.4 <21 31 17 1,600 3,800 <35WPS40 17-Nov-15 24-Nov-15 M152621R1 2015031375 <7.4 <22 82 11 190 790 <35WPS41 17-Nov-15 24-Nov-15 M152621R1 2015031376 <7.4 <22 67 240 1,900 6,100 <35WPS42 17-Nov-15 24-Nov-15 M152621R1 2015031377 <7.4 <22 <9.4 <9.7 72 90 <35WPS43 17-Nov-15 24-Nov-15 M152621R1 2015031378 <7.4 <22 <9.4 <9.7 390 640 <35WPS44 17-Nov-15 24-Nov-15 M152621R1 2015031379 <7.4 <22 <9.4 <9.8 31 80 <36

Notes: Values in Bold exceed the laboratory practical quantification limit (PQL)

TABLE 2SOIL VAPOUR BORE LABORATORY ANALYTICAL RESULTS


1,1-

Dich

loro

etha

ne

1,1-

Dich

loro

ethe

ne

cis-

1,2-

Dich

loro

ethe

ne

tran

s-1,

2-Di

chlo

roet

hene

Tetr

achl

oroe

then

e

Tric

hlor

oeth

ene

Viny

l Chl

orid

e


Laboratory PQL: SGS

Laboratory PQL: ALS 200 200 20 200 3.4 5.4 5.1

Contaminants of Concern

Sample ID Sample Method Sample Date Sample Depth (m) Laboratory Report Laboratory ID

VP01 Summa cannister 10-Dec-15 1.5 M152459 2015034266 <3.6 <3.1 30 <3.1 22 180 <2.1VP02 Summa cannister 10-Dec-15 1.5 M152459 2015034268 <3.4 <2.9 6.5 <2.9 310 200 <1.9VP03 Summa cannister 10-Dec-15 1.5 M152459 2015034269 <3.7 <3.2 <4.3 <3.2 260 1,100 <2.1VP04 Summa cannister 10-Dec-15 1.5 M152459 2015034270 <3.3 <2.8 5.2 6 110 450 <1.9VP05 Summa cannister 11-Dec-15 1.5 M152459 2015034271 <10 <9 <12 <9 33 59 <6VP05 Thermal desorption tube 11-Dec-15 1.5 M152459 2015034280 <5 <5 <5 <5 100 460 <5VP06 Summa cannister 14-Dec-15 1.5 M152459B 2015034905 <3.4 <2.9 9.3 43 570 230 <1.9VP07 Summa cannister 14-Dec-15 1.5 M152459B 2015034903 <3.5 <3 9.8 <3 35 43 <2VP07 Thermal desorption tube 14-Dec-15 1.5 M152459B 2015034934 <100 <100 <100 <100 <100 <100 <100VP08 Summa cannister 14-Dec-15 1.5 M152459B 2015034909 <3.8 <3.2 <4.3 <3.2 610 640 <2.2VP09 Summa cannister 14-Dec-15 1.5 M152459B 2015034907 <3.5 <3 140 11 180 1,200 <2VP10 Sub Summa cannister 17-Dec-15 0.1 M152459C 2015035954 <170 <150 1,900 1,200 <270 270,000 <97VP10 Sub Thermal desorption tube 17-Dec-15 0.1 M152459C 2015035978 <25 80 1,300 960 60 340,000 <25VP10-1.0m Summa cannister 17-Dec-15 1.0 M152459C 2015035956 <380 1,100 17,000 2,500 <590 700,000 <220VP10-1.0m Thermal desorption tube 17-Dec-15 1.0 M152459C 2015035982 <33 120 1,200 260 39 84,000 <33VP10-1.7m Summa cannister 17-Dec-15 1.7 M152459C 2015035955 <340 <290 8,000 1,300 <540 420,000 <200VP10-1.7m Thermal desorption tube 17-Dec-15 1.7 M152459C 2015035980 <25 190 4,100 680 89 240,000 <25VP11 Sub Summa cannister 17-Dec-15 0.1 M152459C 2015035963 <830 2,100 81,000 12,000 1,100,000 5,700,000 <470VP11 Sub Thermal desorption tube 17-Dec-15 0.1 M152459C 2015035986 <200 1,300 35,000 6,700 480,000 5,000,000 <200VP11-1.0m Summa cannister 17-Dec-15 1.0 M152459C 2015035964 <890 6,200 62,000 16,000 1,100,000 5,700,000 <510VP11-1.0m Thermal desorption tube 17-Dec-15 1.0 M152459C 2015035988 <200 300 2,000 700 75,000 650,000 <200VP11-1.7m Summa cannister 17-Dec-15 1.7 M152459C 2015035965 <880 4,100 120,000 20,000 1,400,000 6,900,000 <500VP11-1.7m Thermal desorption tube 17-Dec-15 1.7 M152459C 2015035992 <200 7,400 96,000 24,000 5,800,000 31,000,000 800VP12 Sub Summa cannister 17-Dec-15 0.1 M152459C 2015035959 <170 <140 <190 <140 30,000 260,000 <94VP12-1.0m Summa cannister 17-Dec-15 1.0 M152459C 2015035960 <330 <260 <340 <260 33,000 380,000 <170, ,VP12-1.0m Thermal desorption tube 17-Dec-15 1.0 M152459C 2015035984 <33 <33 79 <33 26,000 310,000 <33VP12-1.7m Summa cannister 17-Dec-15 1.7 M152459C 2015035962 <340 <290 790 <290 32,000 620,000 <190VP13 Summa cannister 15-Dec-15 1.5 M152459B 2015034923 <3.4 <2.9 7.2 <2.9 48 230 <1.9VP14 Summa cannister 14-Dec-15 1.5 M152459B 2015034908 <3.8 <3.3 <4.4 <3.3 23 <2 <2.2VP15 Summa cannister 15-Dec-15 1.5 M152459B 2015034918 <3.5 <3 <4 <3 <5 5 <2VP16 Summa cannister 15-Dec-15 1.5 M152459B 2015034910 <3.3 <2.9 <3.8 <2.9 <4.8 <2 <1.9VP17 Summa cannister 15-Dec-15 1.5 M152459B 2015034915 <3.4 <2.9 <3.9 <2.9 400 510 <1.9VP18 Summa cannister 15-Dec-15 1.5 M152459B 2015034916 <19 1,300 140 63 4,700 9,800 <11VP19 Summa cannister 16-Dec-15 1.5 M152459A 2015034846 <3.6 <3.1 <4.1 <3.1 26 2.1 <2.1VP20 Summa cannister 16-Dec-15 1.5 M152459A 2015034845 <3.4 <2.9 <3.9 <2.9 250 4 <2VP21 Summa cannister 15-Dec-15 1.5 M152459B 2015034921 <3.8 <3.3 <4.4 <3.3 50 3.3 <2.2VP22 Summa cannister 15-Dec-15 1.5 M152459B 2015034925 <3.6 <3 <4.1 <3 42 33 <2VP23 Summa cannister 15-Dec-15 1.5 M152459B 2015034924 <3.3 <2.8 <3.7 <2.8 38 12 <1.9VP24 Summa cannister 14-Dec-15 1.5 M152459B 2015034906 <3.5 <3 <4 <3 65 61 <2VP25 Summa cannister 17-Dec-15 1.5 M152459C 2015035953 <9.8 <8.4 <11 <8.4 40 590 <5.6VP25 Thermal desorption tube 17-Dec-15 1.5 M152459C 2015035976 <25 <25 <25 <25 <25 <25 <25VP26 Summa cannister 15-Dec-15 1.5 M152459B 2015034922 <3.8 <3.3 <4.4 <3.3 <5.5 6.5 <2.2VP27 Summa cannister 15-Dec-15 1.5 M152459B 2015034920 <3.8 3.3 <4.3 <3.2 <5.4 9.8 <2.2VP28 Summa cannister 15-Dec-15 1.5 M152459B 2015034919 <4.1 <3.5 60 9.3 180 1,100 <2.3VP29 Summa cannister 15-Dec-15 1.5 M152459B 2015034914 <7.2 350 92 46 2,500 5,700 <4.1VP30 Summa cannister 15-Dec-15 1.5 M152459B 2015034913 <6.8 260 57 280 870 2,700 <3.9VP31 Summa cannister 15-Dec-15 1.5 M152459B 2015034912 <3.6 <3.1 <4.1 <3.1 260 380 <2VP32 Summa cannister 15-Dec-15 1.5 M152459B 2015034911 <3.4 45 28 22 590 1,100 <1.9H1-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034860 <3.8 <3.2 <4.3 <3.2 <5.9 2.6 <2.2H1-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034861 <8 <6.8 <9.1 <6.8 <13 <2 <4.6H3-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034849 <3.4 <2.9 <3.9 <2.9 <5.4 <2 <2H3-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034848 <3.3 <2.8 <3.7 <2.8 <5.1 <2 <1.9H4-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034858 <3.5 <3 <4.1 <3 15 2 <2H4-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034859 <3.3 <2.8 <3.7 <2.8 28 9.8 <1.9H5-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034855 <3.5 <3 <4 <3 7.6 4.6 <2H5-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034854 <3.5 <3 <4 <3 <5.5 8.6 <2H6-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034852 <3.6 <3.1 <4.1 <3.1 <5.7 2 <2.1H6-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034853 <3.6 <3.1 <4.1 <3.1 <5.6 <2 <2H7-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034851 <3.4 <2.9 <3.9 <2.9 27 13 <2H7-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034850 <3.6 <3.1 <4.1 <3.1 40 23 <2H8-VP1 Summa cannister 17-Dec-15 1.0 M152459C 2015035957 <4.3 <3.7 <4.9 <3.7 77 51 <2.5H8-VP2 Summa cannister 17-Dec-15 1.7 M152459C 2015035958 <3.3 <2.8 <3.7 <2.8 34 16 <1.9H9-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034862 <3.6 <3.1 <4.1 <3.1 <5.7 <2 <2.1H9 VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034864 <3.6 <3.1 <4.2 <3.1 18 <2 <2.1H10-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034856 <3.9 <3.4 <4.5 <3.4 41 31 <2.3H10-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034857 <3.8 <3.2 <4.3 <3.2 29 <2 <2.1



1,1-

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Tetr

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Tric

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Viny

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Laboratory PQL: SGS


y

Laboratory PQL: ALS 200 200 20 200 3.4 5.4 5.1


Intra-Laboratory Duplicate SamplesVP01 Summa cannister 10-Dec-15 1.5 M152459 2015034266 <3.6 <3.1 30 <3.1 22 180 <2.1VP01 Field dup Summa cannister 10-Dec-15 1.5 M152459 2015034267 <3.7 <3.2 31 <3.2 23 190 <2.1Relative Percentage Difference - - - - 4% 5% -

VP07 Summa cannister 14-Dec-15 1.5 M152459B 2015034903 <3.5 <3 9.8 <3 35 43 <2VP07 Field dup Summa cannister 14-Dec-15 1.5 M152459B 2015034904 <3.8 <3.3 <4.3 <3.3 25 45 <2.2Relative Percentage Difference - - - - 33% 5% -

VP07 Thermal desorption tube 14-Dec-15 1.5 M152459B 2015034934 <100 <100 <100 <100 <100 <100 <100VP07 Field dup Thermal desorption tube 14-Dec-15 1.5 M152459B 2015034936 <100 <100 <100 <100 <100 <100 <100Relative Percentage Difference - - - - - - -

VP11-1.0m Thermal desorption tube 17-Dec-15 1.0 M152459C 2015035988 <200 300 2,000 700 75,000 650,000 <200VP11-1.0m Field Dup Thermal desorption tube 17-Dec-15 1.0 M152459C 2015035990 <200 220 1,400 500 52,000 430,000 <200Relative Percentage Difference - 31% 35% 33% 36% 41% -

VP12-1.0m Summa cannister 17-Dec-15 1.0 M152459C 2015035960 <330 <260 <340 <260 33,000 380,000 <170VP12-1.0m Field Dup Summa cannister 17-Dec-15 1.0 M152459C 2015035961 <310 <260 <350 <260 34,000 380,000 <180Relative Percentage Difference - - - - 3% 0% -

QUALITY CONTROL SAMPLES

VP18 Summa cannister 15-Dec-15 1.5 M152459B 2015034916 <19 1,300 140 63 4,700 9,800 <11VP18 Field dup Summa cannister 15-Dec-15 1.5 M152459B 2015034917 <18 1,200 130 58 5,100 9,600 <10Relative Percentage Difference - 8% 7% 8% 8% 2% -

VP19 Summa cannister 16-Dec-15 1.5 M152459A 2015034846 <3.6 <3.1 <4.1 <3.1 26 2.1 <2.1VP19 Field Dup Summa cannister 16-Dec-15 1.5 M152459A 2015034847 <3.5 <3 <3.9 <3 38 3.1 <2Relative Percentage Difference - - - - 38% 38% -

H9-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034862 <3.6 <3.1 <4.1 <3.1 <5.7 <2 <2.1H9-VP1 Field Dup Summa cannister 16-Dec-15 1.0 M152459A 2015034863 <3.7 <3.1 <4.2 <3.1 <5.8 <2 <2.1Relative Percentage Difference - - - - - - -

Inter-Laboratory Duplicate SamplesVP06 Summa cannister 14-Dec-15 1.5 M152459B 2015034905 <3.4 <2.9 9.3 43 570 230 <1.9VP06 Summa cannister 14-Dec-15 1.5 EN1514490 EN1514490 <200 <200 <20.0 <200 172 204 <5.1Relative Percentage Difference - - - - 107% 12% -

VP07 Summa cannister 14-Dec-15 1.5 M152459B 2015034903 <3.5 <3 9.8 <3 35 43 <2VP07 Summa cannister 14-Dec-15 1.5 EN1514490 EN1514490-001 <200 <200 <20 <200 21 38 <5.1Relative Percentage Difference - - - - 50% 12% -

VP09 Summa cannister 14-Dec-15 1.5 M152459B 2015034907 <3.5 <3 140 11 180 1,200 <2VP09 Summa cannister 14-Dec-15 1.5 EN1514490 EN1514490-004 <200 <200 169 <200 193 1,500 <5.1Relative Percentage Difference - - 19% - 7% 22% -

VP24 Summa cannister 14 Dec 15 1 5 M152459B 2015034906 <3 5 <3 <4 <3 65 61 <2VP24 Summa cannister 14-Dec-15 1.5 M152459B 2015034906 <3.5 <3 <4 <3 65 61 <2VP24 Summa cannister 14-Dec-15 1.5 EN1514490 EN1514490-003 <200 <200 <20 <200 81 55 <5.1Relative Percentage Difference - - - - 22% 10% -

Trip Blank samplesTrip Blank Mi167329 Thermal desorption tube 11-Dec-15 - M152459 2015034282 nd nd nd nd nd nd ndTrip Blank Mi166411 Thermal desorption tube 17-Dec-15 - M152459C 2015035993 nd nd nd nd nd nd ndTrip Blank Mi180123 Thermal desorption tube 17-Dec-15 - M152459C 2015035994 nd nd nd nd nd nd nd




Units

Laboratory PQL: SGS

Laboratory PQL: ALS

Heliu

m

Hydr

ogen

Oxy

gen

Nitr

ogen

Met

hane

Carb

on D

ioxi

de

Etha

ne

Argo

n

Carb

on M

onox

ide

Ethe

ne

% by Vol % by Vol % by Vol % by Vol % by Vol % by Vol % by Vol % by Vol % by Vol % by Vol mg/m³

0.01 0.01 0.5 0.5 0.01 0.01 0.01 0.5 0.01 0.01

0.005 0.005 0.1 0.1 0.05 0.005 0.01 0.0005 0.01

General Gases

Isop

ropa

nol


VP01 Summa cannister 10-Dec-15 1.5 M152459 2015034266VP02 Summa cannister 10-Dec-15 1.5 M152459 2015034268VP03 Summa cannister 10-Dec-15 1.5 M152459 2015034269VP04 Summa cannister 10-Dec-15 1.5 M152459 2015034270VP05 Summa cannister 11-Dec-15 1.5 M152459 2015034271VP05 Thermal desorption tube 11-Dec-15 1.5 M152459 2015034280VP06 Summa cannister 14-Dec-15 1.5 M152459B 2015034905VP07 Summa cannister 14-Dec-15 1.5 M152459B 2015034903VP07 Thermal desorption tube 14-Dec-15 1.5 M152459B 2015034934VP08 Summa cannister 14-Dec-15 1.5 M152459B 2015034909VP09 Summa cannister 14-Dec-15 1.5 M152459B 2015034907VP10 Sub Summa cannister 17-Dec-15 0.1 M152459C 2015035954VP10 Sub Thermal desorption tube 17-Dec-15 0.1 M152459C 2015035978VP10-1.0m Summa cannister 17-Dec-15 1.0 M152459C 2015035956VP10-1.0m Thermal desorption tube 17-Dec-15 1.0 M152459C 2015035982VP10-1.7m Summa cannister 17-Dec-15 1.7 M152459C 2015035955VP10-1.7m Thermal desorption tube 17-Dec-15 1.7 M152459C 2015035980VP11 Sub Summa cannister 17-Dec-15 0.1 M152459C 2015035963VP11 Sub Thermal desorption tube 17-Dec-15 0.1 M152459C 2015035986VP11-1.0m Summa cannister 17-Dec-15 1.0 M152459C 2015035964VP11-1.0m Thermal desorption tube 17-Dec-15 1.0 M152459C 2015035988VP11-1.7m Summa cannister 17-Dec-15 1.7 M152459C 2015035965VP11-1.7m Thermal desorption tube 17-Dec-15 1.7 M152459C 2015035992VP12 Sub Summa cannister 17-Dec-15 0.1 M152459C 2015035959VP12-1.0m Summa cannister 17-Dec-15 1.0 M152459C 2015035960

nd nd 21 78 nd 1.1 nd nd nd nd -nd nd 19 77 nd 3.9 nd nd nd nd -nd nd 20 78 nd 1.4 nd nd nd nd -

0.01 nd 18 78 nd 3.9 nd nd nd nd -0.05 nd 5.7 91 nd 2 nd 1 nd nd -

- - - - - - - - - - <10nd nd 17 77 nd 5 nd 0.9 nd nd -nd nd 17 80 nd 1.3 nd 1.2 nd nd -- - - - - - - - - - <10

nd nd 20 77 nd 2.5 nd 0.6 nd nd -nd nd 19 78 nd 2.7 nd 0.9 nd nd -

0.04 nd 16 80 nd 3.8 nd nd nd nd -- - - - - - - - - - -

nd nd 1.3 64 nd 34 nd 0.9 nd nd -- - - - - - - - - - -

nd nd 8.7 70 nd 21 nd 1 nd nd -- - - - - - - - - - -

nd nd 14 80 nd 5 nd 1 nd nd -- - - - - - - - - - -

nd nd 8.5 83 nd 7.6 nd 1.1 nd nd -- - - - - - - - - - -

nd nd 16 78 nd 5 0.03 1 nd 0.03 -- - - - - - - - - - -

0.03 nd 19 79 nd 1.3 nd 1.1 nd nd -nd nd 19 79 nd 1.3 nd 1 nd nd -

VP12-1.0m Thermal desorption tube 17-Dec-15 1.0 M152459C 2015035984VP12-1.7m Summa cannister 17-Dec-15 1.7 M152459C 2015035962VP13 Summa cannister 15-Dec-15 1.5 M152459B 2015034923VP14 Summa cannister 14-Dec-15 1.5 M152459B 2015034908VP15 Summa cannister 15-Dec-15 1.5 M152459B 2015034918VP16 Summa cannister 15-Dec-15 1.5 M152459B 2015034910VP17 Summa cannister 15-Dec-15 1.5 M152459B 2015034915VP18 Summa cannister 15-Dec-15 1.5 M152459B 2015034916VP19 Summa cannister 16-Dec-15 1.5 M152459A 2015034846VP20 Summa cannister 16-Dec-15 1.5 M152459A 2015034845VP21 Summa cannister 15-Dec-15 1.5 M152459B 2015034921VP22 Summa cannister 15-Dec-15 1.5 M152459B 2015034925VP23 Summa cannister 15-Dec-15 1.5 M152459B 2015034924VP24 Summa cannister 14-Dec-15 1.5 M152459B 2015034906VP25 Summa cannister 17-Dec-15 1.5 M152459C 2015035953VP25 Thermal desorption tube 17-Dec-15 1.5 M152459C 2015035976VP26 Summa cannister 15-Dec-15 1.5 M152459B 2015034922VP27 Summa cannister 15-Dec-15 1.5 M152459B 2015034920VP28 Summa cannister 15-Dec-15 1.5 M152459B 2015034919VP29 Summa cannister 15-Dec-15 1.5 M152459B 2015034914VP30 Summa cannister 15-Dec-15 1.5 M152459B 2015034913VP31 Summa cannister 15-Dec-15 1.5 M152459B 2015034912VP32 Summa cannister 15-Dec-15 1.5 M152459B 2015034911H1-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034860H1-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034861H3-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034849H3-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034848H4-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034858

- - - - - - - - - - -0.17 nd 19 79 nd 1.8 nd 0.7 nd nd -0.02 nd 21 77 nd 2.3 nd nd nd nd -nd nd 20 78 nd 1.3 nd 0.9 nd nd -

0.01 nd 18 77 nd 4.3 nd 1.1 nd nd -nd nd 20 78 nd 0.97 nd 1.2 nd nd -

0.01 nd 21 76 nd 2.1 nd 0.8 nd nd -nd nd 19 78 nd 1.8 nd 0.7 nd nd -nd nd 20 78 nd 1.5 nd 1.2 nd nd -

0.01 nd 20 78 nd 1.1 nd 0.5 nd nd -nd nd 20 79 nd 0.82 nd nd nd nd -nd nd 20 78 nd 1 nd 1.2 nd nd -nd nd 18 79 nd 2.8 nd 0.5 nd nd -nd nd 18 77 nd 3.6 nd 1.1 nd nd -nd nd 20 76 nd 3.5 nd 0.7 nd nd -- - - - - - - - - - -

nd nd 20 77 nd 2 nd 0.7 nd nd -0.01 nd 21 77 nd 1.6 nd nd nd nd -0.21 nd 18 79 nd 1.6 nd 0.7 nd nd -0.10 nd 21 78 nd 1.2 nd nd nd nd -0.11 nd 21 77 nd 1.5 nd 0.6 nd nd -0.08 nd 18 79 nd 2.1 nd 0.9 nd nd -nd nd 19 78 nd 2.9 nd 0.9 nd nd -nd nd 20 78 nd 0.38 nd 1.2 nd nd -

0.01 nd 19 77 nd 3.1 nd 1 nd nd -nd nd 20 78 nd 1.5 nd 0.7 nd nd -

0.01 nd 20 77 nd 1.9 nd 1.1 nd nd -nd nd 20 78 nd 1.2 nd 1.2 nd nd -

H4-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034859H5-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034855H5-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034854H6-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034852H6-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034853H7-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034851H7-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034850H8-VP1 Summa cannister 17-Dec-15 1.0 M152459C 2015035957H8-VP2 Summa cannister 17-Dec-15 1.7 M152459C 2015035958H9-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034862H9 VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034864H10-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034856H10-VP2 Summa cannister 16-Dec-15 1.7 M152459A 2015034857

nd nd 19 78 nd 2.5 nd 0.6 nd nd -nd nd 17 81 nd 1.5 nd 0.8 nd nd -nd nd 18 78 nd 3.2 nd 1.1 nd nd -

0.01 nd 20 78 nd 1.5 nd 1.2 nd nd -0.01 nd 19 78 nd 2.3 nd 1.1 nd nd -0.01 nd 18 81 nd 0.35 nd 0.7 nd nd -nd nd 21 77 nd 1.2 nd 0.9 nd nd -

0.14 nd 20 79 nd 0.84 nd nd nd nd -0.01 nd 21 77 nd 1.1 nd 0.8 nd nd -nd nd 20 77 nd 2 nd 0.6 nd nd -nd nd 18 77 nd 3.8 nd 0.9 nd nd -nd nd 20 77 nd 1.8 nd 0.7 nd nd -

0.01 nd 20 77 nd 2.6 nd 1.1 nd nd -



Units

Laboratory PQL: SGS

Heliu

m

Hydr

ogen

Oxy

gen

Nitr

ogen

Met

hane

Carb

on D

ioxi

de

Etha

ne

Argo

n

Carb

on M

onox

ide

Ethe

ne

% by Vol % by Vol % by Vol % by Vol % by Vol % by Vol % by Vol % by Vol % by Vol % by Vol mg/m³

0.01 0.01 0.5 0.5 0.01 0.01 0.01 0.5 0.01 0.01

General Gases

Isop

ropa

nol

y

Laboratory PQL: ALS


Intra-Laboratory Duplicate SamplesVP01 Summa cannister 10-Dec-15 1.5 M152459 2015034266VP01 Field dup Summa cannister 10-Dec-15 1.5 M152459 2015034267Relative Percentage Difference

VP07 Summa cannister 14-Dec-15 1.5 M152459B 2015034903VP07 Field dup Summa cannister 14-Dec-15 1.5 M152459B 2015034904Relative Percentage Difference

VP07 Thermal desorption tube 14-Dec-15 1.5 M152459B 2015034934VP07 Field dup Thermal desorption tube 14-Dec-15 1.5 M152459B 2015034936Relative Percentage Difference

VP11-1.0m Thermal desorption tube 17-Dec-15 1.0 M152459C 2015035988VP11-1.0m Field Dup Thermal desorption tube 17-Dec-15 1.0 M152459C 2015035990Relative Percentage Difference

VP12-1.0m Summa cannister 17-Dec-15 1.0 M152459C 2015035960VP12-1.0m Field Dup Summa cannister 17-Dec-15 1.0 M152459C 2015035961Relative Percentage Difference


0.005 0.005 0.1 0.1 0.05 0.005 0.01 0.0005 0.01

nd nd 21 78 nd 1.1 nd nd nd nd -nd nd 21 78 nd 1.1 nd nd nd nd -- - 0% 0% - 0% - - - - -

nd nd 17 80 nd 1.3 nd 1.2 nd nd -0.03 nd 19 80 nd 0.76 nd 0.8 nd nd -

- - 11% 0% - 52% - 40% - - -

- - - - - - - - - - <10- - - - - - - - - - <10- - - - - - - - - - -

- - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - -

nd nd 19 79 nd 1.3 nd 1 nd nd -nd nd 21 78 nd 1.3 nd nd nd nd -- - 10% 1% - 0% - - - - -

VP18 Summa cannister 15-Dec-15 1.5 M152459B 2015034916VP18 Field dup Summa cannister 15-Dec-15 1.5 M152459B 2015034917Relative Percentage Difference

VP19 Summa cannister 16-Dec-15 1.5 M152459A 2015034846VP19 Field Dup Summa cannister 16-Dec-15 1.5 M152459A 2015034847Relative Percentage Difference

H9-VP1 Summa cannister 16-Dec-15 1.0 M152459A 2015034862H9-VP1 Field Dup Summa cannister 16-Dec-15 1.0 M152459A 2015034863Relative Percentage Difference

Inter-Laboratory Duplicate SamplesVP06 Summa cannister 14-Dec-15 1.5 M152459B 2015034905VP06 Summa cannister 14-Dec-15 1.5 EN1514490 EN1514490Relative Percentage Difference

VP07 Summa cannister 14-Dec-15 1.5 M152459B 2015034903VP07 Summa cannister 14-Dec-15 1.5 EN1514490 EN1514490-001Relative Percentage Difference

VP09 Summa cannister 14-Dec-15 1.5 M152459B 2015034907VP09 Summa cannister 14-Dec-15 1.5 EN1514490 EN1514490-004Relative Percentage Difference

VP24 Summa cannister 14 Dec 15 1 5 M152459B 2015034906

nd nd 19 78 nd 1.8 nd 0.7 nd nd -nd nd 19 78 nd 1.9 nd 0.5 nd nd -- - 0% 0% - 5% - 33% - - -

nd nd 20 78 nd 1.5 nd 1.2 nd nd -nd nd 20 78 nd 1.5 nd 1.1 nd nd -- - 0% 0% - 0% - 9% - - -

nd nd 20 78 nd 2 nd 0.7 nd nd -nd nd 20 77 nd 2 nd 0.6 nd nd -- - 0% 1% OK 0% OK 15% - - -

nd nd 17 77 nd 5 nd 0.9 nd nd -<0.012 <0.012 15.5 79 <0.12 5.4 <0.025 - <0.0012 <0.025 -

- - 9% 3% - 8% - - - - -

nd nd 17 80 nd 1.3 nd 1.2 nd nd -0.02 <0.012 20 79 <0.12 1.5 <0.025 - <0.0012 <0.025 -

- - 16% 1% - 14% - - - - -

nd nd 19 78 nd 2.7 nd 0.9 nd nd -<0.012 <0.012 18 79 <0.12 2.6 <0.025 - <0.0012 <0.025 -

- - 5% 1% - 4% - - - - -

nd nd 18 77 nd 3 6 nd 1 1 nd ndVP24 Summa cannister 14-Dec-15 1.5 M152459B 2015034906VP24 Summa cannister 14-Dec-15 1.5 EN1514490 EN1514490-003Relative Percentage Difference

Trip Blank samplesTrip Blank Mi167329 Thermal desorption tube 11-Dec-15 - M152459 2015034282Trip Blank Mi166411 Thermal desorption tube 17-Dec-15 - M152459C 2015035993Trip Blank Mi180123 Thermal desorption tube 17-Dec-15 - M152459C 2015035994


nd nd 18 77 nd 3.6 nd 1.1 nd nd -<0.012 <0.012 19 78 <0.12 3.5 <0.025 - <0.0012 <0.025 -

- - 5% 1% - 3% - - - - -

- - - - - - - - - - nd- - - - - - - - - - -- - - - - - - - - - -

TABLE 3CRAWL SPACE, INDOOR AIR OUTDOOR AIR LABORATORY ANALYTICAL RESULTS


1,1-

Dich

loro

etha

ne

1,2-

Dich

loro

etha

ne

1,1-

Dich

loro

ethe

ne

cis-

1,2-

Dich

loro

ethe

ne

tran

s-1,

2-Di

chlo

roet

hene

Tetr

achl

oroe

then

e

Tric

hlor

oeth

ene

Viny

l Chl

orid

e

Units µg/m³ µg/m³ µg/m³ µg/m³ µg/m³ µg/m³ µg/m³ µg/m³

Laboratory PQL: ALS 2 2 2 2 2 3.4 2.7 1.3

Sample ID Sample Method Sample Date Sample Location Laboratory Report Laboratory ID

CS1 Summa canister 11-Dec-15 Crawl space M152459 2015034251 <3.3 - <2.8 <3.8 <2.8 <5.2 <2 <1.9CS2 Summa canister 11-Dec-15 Crawl space M152459 2015034252 <2.9 - <2.5 <3.3 <2.5 <4.5 <2 <1.6CS3 Summa canister 11-Dec-15 Crawl space M152459 2015034253 <3.2 - <2.8 <3.7 <2.8 <5.1 <2 <1.9CS4 Summa canister 11-Dec-15 Crawl space M152459 2015034254 <2.9 - <2.5 <3.3 <2.5 <4.6 <2 <1.7CS5 Summa canister 11-Dec-15 Crawl space M152459 2015034255 <3.1 - <2.6 <3.5 <2.6 <4.8 <2 <1.7CS6 Summa canister 11-Dec-15 Crawl space M152459 2015034256 <3.1 - <2.6 <3.5 <2.6 <4.8 <2 <1.7CS7 Summa canister 11-Dec-15 Crawl space M152459 2015034257 <3.8 - <3.3 <4.3 <3.3 <6 <2 <2.2CS8 Summa canister 11-Dec-15 Crawl space M152459 2015034258 <3.5 - <3 <4 <3 <5.5 <2 <2CS9 Summa canister 11-Dec-15 Crawl space M152459 2015034259 <4.2 - <3.6 <4.8 <3.6 <6.6 <2 <2.4


CS10 Summa canister 11-Dec-15 Crawl space M152459 2015034260 <3.1 - <2.7 <3.5 <2.7 <4.9 <2 <1.8CS11 Summa canister 11-Dec-15 Crawl space M152459 2015034261 <3.3 - <2.8 <3.8 <2.8 <5.2 <2 <1.9CS12 Summa canister 11-Dec-15 Crawl space M152459 2015034262 <3 - <2.6 <3.4 <2.6 <4.7 <2 <1.7CS13 Summa canister 11-Dec-15 Crawl space M152459 2015034263 <3.2 - <2.7 <3.6 <2.7 <5 <2 <1.8CS14 Summa canister 11-Dec-15 Crawl space M152459 2015034264 <3.2 - <2.7 <3.7 <2.7 <5 <2 <1.8CS15 Summa canister 11-Dec-15 Crawl space M152459 2015034265 <3.1 - <2.6 <3.5 <2.6 <4.9 <2 <1.8CSR-1 Radiello 18-Dec-15 Crawl space M152459DR1 2016000286 - <0.02 <0.02 <0.02 <0.02 0.03 <0.02 <0.02CSR-2 Radiello 18-Dec-15 Crawl space M152459DR1 2016000287 - <0.02 <0.02 <0.02 <0.02 0.08 0.04 <0.02CSR-3 Radiello 18-Dec-15 Crawl space M152459DR1 2016000288 - <0.02 <0.02 <0.02 <0.02 0.07 0.05 <0.02CSR-4 Radiello 18-Dec-15 Crawl space M152459DR1 2016000289 - <0.02 <0.02 <0.02 <0.02 0.11 0.07 <0.02CSR-5 Radiello 18-Dec-15 Crawl space M152459DR1 2016000290 - <0.02 <0.02 <0.02 <0.02 0.11 0.07 <0.02CSR-6 Radiello 18-Dec-15 Crawl space M152459DR1 2016000291 - <0.02 <0.02 <0.02 <0.02 0.11 0.05 <0.02CSR-7 Radiello 18-Dec-15 Crawl space M152459DR1 2016000292 - <0.02 <0.02 <0.02 <0.02 0.36 0.26 <0.02CSR-8 Radiello 18-Dec-15 Crawl space M152459DR1 2016000293 - <0.02 <0.02 <0.02 <0.02 0.97 3.5 <0.02CSR-9 Radiello 18-Dec-15 Crawl space M152459DR1 2016000294 - <0.02 <0.02 <0.02 <0.02 0.27 0.17 <0.02CSR-10 Radiello 23-Dec-15 Crawl space M152459DR1 2016000295 - <0.02 <0.02 <0.02 <0.02 0.08 0.04 <0.02CSR-11 Radiello 23-Dec-15 Crawl space M152459DR1 2016000296 - <0.02 <0.02 <0.02 <0.02 0.09 0.05 <0.02CSR-12 Radiello 23-Dec-15 Crawl space M152459DR1 2016000297 - <0.02 <0.02 <0.02 <0.02 0.10 0.05 <0.02CSR-13 Radiello 23-Dec-15 Crawl space M152459DR1 2016000298 - <0.02 <0.02 <0.02 <0.02 0.08 0.04 <0.02CSR-14 Radiello 23-Dec-15 Crawl space M152459DR1 2016000299 - <0.02 <0.02 <0.02 <0.02 0.09 0.04 <0.02CSR-15 Radiello 23-Dec-15 Crawl space M152459DR1 2016000300 - <0.02 <0.02 <0.02 <0.02 0.08 0.05 <0.02CSR-16 Radiello 23-Dec-15 Crawl space M152459DR1 2016000301 - <0.02 <0.02 <0.02 <0.02 0.14 0.06 <0.02CSR-17 Radiello 24-Dec-15 Crawl space M152459DR1 2016000302 - <0.02 <0.02 <0.02 <0.02 0.13 0.06 <0.02CSR-18 Radiello 23-Dec-15 Crawl space M152459DR1 2016000303 - <0.02 <0.02 <0.02 <0.02 0.16 0.07 <0.02IA1 Radiello 18-Dec-15 Indoor air M152459DR1 2016000304 - <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02IA2 Radiello 18-Dec-15 Indoor air M152459DR1 2016000305 - <0.02 <0.02 <0.02 <0.02 1.1 4 <0.02IA3 Radiello 18 Dec 15 Indoor air M152459DR1 2016000306 <0 02 <0 02 <0 02 <0 02 1 3 5 <0 02IA3 Radiello 18-Dec-15 Indoor air M152459DR1 2016000306 - <0.02 <0.02 <0.02 <0.02 1 3.5 <0.02IA4 Radiello 18-Dec-15 Indoor air M152459DR1 2016000307 - <0.02 <0.02 <0.02 <0.02 18 36 <0.02IA5 Radiello 18-Dec-15 Indoor air M152459DR1 2016000308 - <0.02 <0.02 <0.02 <0.02 0.10 0.19 <0.02IA6 Radiello 18-Dec-15 Indoor air M152459DR1 2016000309 - <0.02 <0.02 <0.02 <0.02 0.09 0.11 <0.02IA7 Radiello 18-Dec-15 Indoor air M152459DR1 2016000310 - <0.02 <0.02 <0.02 <0.02 0.09 0.14 <0.02IA8 Radiello 18-Dec-15 Indoor air M152459DR1 2016000311 - <0.02 <0.02 <0.02 <0.02 0.08 0.16 <0.02IA9 Summa canister 17-Dec-15 Indoor air M152459C 2015035942 <3.3 - <2.8 <3.8 <2.8 <5.2 <2 <1.9IA10 Summa canister 17-Dec-15 Indoor air M152459C 2015035943 <3.3 - <2.8 <3.8 <2.8 <5.2 <2 <1.9IA11 Summa canister 17-Dec-15 Indoor air M152459C 2015035944 <3.2 - <2.7 <3.6 <2.7 <5 <2 <1.8IA12 Summa canister 18-Dec-15 Indoor air M152459C 2015035945 <4.4 - <3.8 <5.1 <3.8 <7 5.5 <2.5IA13 Summa canister 18-Dec-15 Indoor air M152459C 2015035946 <2.9 - <2.5 <3.3 <2.5 <4.6 6 <1.7IA14 Summa canister 18-Dec-15 Indoor air M152459C 2015035947 <3.9 - <3.3 <4.5 <3.3 <6.1 6.5 <2.2IA15 Summa canister 18-Dec-15 Indoor air M152459C 2015035948 <3.8 - <3.3 <4.4 <3.3 21 66 <2.2IA16 Summa canister 18-Dec-15 Indoor air M152459C 2015035949 <3.8 - <3.3 <4.4 <3.3 <6 <2 <2.2IA17 Summa canister 18-Dec-15 Indoor air M152459C 2015035950 <3.7 - <3.2 <4.3 <3.2 <5.9 <2 <2.1IA18 Summa canister 18-Dec-15 Indoor air M152459C 2015035951 <3.1 - <2.7 <3.6 <2.7 <4.9 <2 <1.8IA19 Summa canister 18-Dec-15 Indoor air M152459C 2015035952 <4.3 - <3.7 <4.9 <3.7 <6.7 <2 <2.4IA20 Radiello 23-Dec-15 Indoor air M152459DR1 2016000313 - <0.02 <0.02 <0.02 <0.02 0.07 0.03 <0.02IA21 Radiello 23-Dec-15 Indoor air M152459DR1 2016000314 - <0.02 <0.02 <0.02 <0.02 0.07 0.03 <0.02IA22 Radiello 23-Dec-15 Indoor air M152459DR1 2016000315 - <0.02 <0.02 <0.02 <0.02 0.07 0.03 <0.02OA 1 Radiello 23-Dec-15 Ambient air M152459DR1 2016000312 - <0.02 <0.02 <0.02 <0.02 0.07 0.03 <0.02OA 2 Radiello 23-Dec-15 Ambient air M152459DR1 2016000320 <0.17 - <0.19 <0.19 <0.19 <0.20 <0.17 <0.19OA 3 Radiello 23-Dec-15 Ambient air M152459DR1 2016000318 <0.17 - <0.19 <0.19 <0.19 <0.20 <0.17 <0.19

Intra-Laboratory Duplicate Samples


Intra Laboratory Duplicate SamplesOA 3 Radiello 23-Dec-15 Ambient air M152459DR1 2016000318 <0.17 - <0.19 <0.19 <0.19 <0.20 <0.17 <0.19OA3 Field dup Radiello 23-Dec-15 Ambient air M152459DR1 2016000319 <0.17 - <0.19 <0.19 <0.19 <0.20 <0.17 <0.19Relative Percentage Difference - - - - - - - -

Inter-Laboratory Duplicate SamplesIA15 Summa canister 18-Dec-15 Indoor air M152459C 2015035948 <3.8 - <3.3 <4.4 <3.3 21 66 <2.2IA15 Summa canister 18-Dec-15 Indoor air EN1514490 EN1514490-005 <2 <2 <2 <2 <2 <3.4 <2.7 <1.3Relative Percentage Difference - - - - - - - -

IA16 Summa canister 18-Dec-15 Indoor air M152459C 2015035949 <3.8 - <3.3 <4.4 <3.3 <6 <2 <2.2IA16 Summa canister 18-Dec-15 Indoor air EN1514490 EN1514490-006 <2 <2 <2 <2 <2 <3.4 <2.7 <1.3Relative Percentage Difference - - - - - - - -

Trip Blank samplesTrip Blank 07800 Radiello 17-Dec-15 - M152459 2015034282 - nd nd nd nd nd nd ndTrip Blank 07700 Radiello 17-Dec-15 - M152459C 2015035993 - nd nd nd nd nd nd nd


TABLE 4GEOTECHNICAL TESTING LABORATORY ANALYTICAL RESULTS


Spec

imen

Hei

ght

Spec

imen

Dia

met

er

Spec

imen

Bul

k De

nsity

Spec

imen

Moi

stur

e Co

nten

t

Spec

imen

Dry

Den

sity

Void

Rat

io

Degr

ee o

f Sat

urat

ion

Poro

sity

Spec

ific

Gra

vity

Gra

vel (

2.36

- 63

mm

)

Sand

(75

µm -

2.36

mm

)

Silt

(10

- 75

µm)

Clay

(<1

0 µm

)

Units mm mm t/m3 % % e % n t/m3 % % % %

Sample ID Sample Date Sample Depth (m) Laboratory Report Laboratory ID

VP22 1.1-1.5m 09-Dec-15 1.1-1.5 S2015.130/R9 151482 92.18 45.82 1.77 23.9 1.43 0.782 77.9 0.439 2.55 2 6 CLAY

VP25 0.4-0.9m 10-Dec-15 0.4-0.9 S2015.130/R11 151484 164.6 54.1 1.84 24.2 1.48 0.752 83.6 0.429 2.60 1 3 CLAY

VP29 1.0-1.5m 10-Dec-15 1.0-1.5 S2015.130/R12 151485 126.87 46.17 1.80 15.9 1.56 0.66 62.2 0.397 2.58 2 16 CLAY

VP32 1.0-1.5m 10-Dec-15 1.0-1.5 S2015.130/R10 151483 92.08 41.14 2.26 13.9 1.98 0.299 119.6 0.230 2.57 1 33 Sandy CLAY

H1-VP2 1.0-1.5m 07-Dec-15 1.0-1.5 S2015.130/R8 151481 93.93 53.83 1.82 23.8 1.47 0.704 84.5 0.413 2.50 - 8 CLAY

H4-VP2 0.5-1.0m 07-Dec-15 0.5-1.0 S2015.130/R7 151480 180.9 42.07 2.14 25.7 1.7 0.501 130.8 0.344 2.55 - 6 CLAY94

66

Classification

Soil Properties

96

82

92

92

Particle Size Distribution (% Passing)

south-eastern edwardstown stage 2 environmental …€¦ · epa ref 05/22616, 61409 final report...

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