1st December 2016

Project No. SGS/16/052

REPORT ON LEVEL 1

EARTHWORKS INSPECTION AND TESTING

PROJECT: ELWOOD ESTATE STAGE 1, D’AGUILAR DEVELOPER: URBEX SUPERINTENDENT: DMC QLD ENTERPRISES PTY LTD CONTRACTOR: BMD URBAN

REF: PF-AU-INDCMT-QLD-PM-263 / Rev 1 / 5.10.2015

LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT

ELWOOD ESTATE STAGE 1 – D’AGUILAR

Prepared for BMD Urban

Project No. SGS/16/052 1

st December 2016

Revision 0 Page i

TABLE OF CONTENTS

1 INTRODUCTION 1

1.0 General 1

1.1 The Development 1

2 WORKS AND SPECIFICATIONS 1

3 FILL FOUNDATION 1

4 COMPLIANCE TESTING 2

4.0 Reference Density 2

4.1 Field Density Test Locations 2

4.2 Field Density Test Results 2

5 FILL CERTIFICATION 2

6 LIMITATIONS 2

APPENDICES

Appendix A Test Reports

Appendix B Daily Site Report Sheets

Appendix C Drawings

All appendices should be carefully read in conjunction with this report

LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT

ELWOOD ESTATE STAGE 1 – D’AGUILAR

Prepared for BMD Urban

Project No. SGS/16/052 1

st December 2016

Revision 0 Page 1

1 INTRODUCTION

1.0 GENERAL

This report presents results and documentation for the inspection and testing programme on earthworks for Elwood Estate Stage 1. SGS Australia Pty Ltd was commissioned by Mr. Glen Fuller of BMD Urban to provide earthworks inspection and testing services on a 'Level 1' basis in accordance with Clause 8.2 of AS 3798-2007 "Guidelines on earthworks for commercial and residential developments". The purpose of the Level 1 commission and of this report is to provide a statement of compliance with the specification for the earthworks elements of the project. The testing and inspection programme was carried out in general compliance with AS 3798, the project specification and local authority testing frequency requirements as appropriate. The report references the following Australian Standards:

AS 3798 “Guidelines on earthworks for commercial and residential developments”

AS 1289 “Method of testing soils for engineering purposes”

AS 2870 “Residential slabs and footings”

1.1 THE DEVELOPMENT

The development comprises a 25 lot residential subdivision and associated infrastructure including stormwater, water reticulations and pavements.

2 WORKS AND SPECIFICATIONS

The earthworks generally comprised of level 1 filling of parts of Lots 65, 66, 68, 72-76, 78-84, Road 2 CH 216 – CH 320, Road 4 CH 40 – CH 280, Road Verges, and Bio-Basin Area. Filling of these areas were conducted by importing material from the cut portion of the development. A pad foot roller was used to compact the fill until the required density specification was achieved. The earthworks specification as provided, for which Level 1 certification is required, is as follows: Density: Road Embankment fill - > 0.15m below subgrade 95 % Standard compaction

Density: Allotment fill - 95 % Standard compaction

3 FILL FOUNDATION

The stripped surfaces of proposed fill areas were inspected, tined and proof rolled prior to placement of fill. In general, the proof rolling was carried out with the equipment used to compact the fill. Compliance of the fill foundation and approval to commence filling was on the basis of:

adequate removal of topsoil and organics

soundness (minimum deflection) under proof rolling

satisfactory exposure of natural ground. All inspection details are provided in the "Daily Site Visit Report" sheets in Appendix B. The approximate lateral extent of stripping and filling is shown on drawings in Appendix C.

LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT

ELWOOD ESTATE STAGE 1 – D’AGUILAR

Prepared for BMD Urban

Project No. SGS/16/052 1

st December 2016

Revision 0 Page 2

4 COMPLIANCE TESTING

4.0 REFERENCE DENSITY

As required by AS 3798, for unprocessed materials, a laboratory reference density test was carried out for each field density test. The Hilf Density method (AS 1289 5.7.1) was adopted for the laboratory reference test.

4.1 FIELD DENSITY TEST LOCATIONS

All test locations were selected by the geotechnical inspection and testing authority (SGS Australia Pty Ltd). The locations were selected at random and staggered across the fill areas. Generally a three dimensional location was obtained for each field density test (e.g. from two allotment boundaries and a reduced level derived from AHD). However test locations were not professionally surveyed and therefore should be considered as approximate only. Test locations are described on the Field Density Test Reports presented in Appendix A.

4.2 FIELD DENSITY TEST RESULTS

All field density tests carried out on structural filling on this project between 1/11/2016 and 23/11/2016 meet the minimum specification requirements of 95 % Standard Compaction (AS 1289 5.8.1, 5.7.1, & 2.1.1). Areas represented by failed tests (if applicable) were re-compacted and re-tested prior to placement of additional filling. Detailed test results are provided in field density test reports presented in Appendix A.

5 FILL CERTIFICATION

a) The fill foundation was inspected and tested and was considered to comply with the requirements of Table 5.1 of AS 3798 and the project specification to a depth of not less than 150mm.

b) Based on the test results and site inspections, SGS Australia Pty Ltd concludes that the placement of

structural fill on parts of Lots 65, 66, 68, 72-76, 78-84, Road 2 CH 216 – CH 320, Road 4 CH 40 – CH 280, Road Verges, and Bio-Basin as laterally defined in Appendix C is considered to comply with the requirements of Table 5.1 of AS 3798 and the project specification.

c) All fill in the areas defined above, placed within the time frame of our inspection and testing programme

between 1/11/2016 and 23/11/2016 is considered as "Controlled Fill" in accordance with AS 2870 (Clause 1.8.13) and AS 3798.

6 LIMITATIONS

Unless otherwise stated in this report, Level 1 inspection, testing and certification does not address or include the following:

slope stability

reactive soils

soft natural soils and/or pre-existing (uncontrolled) fill on the site outside of the controlled fill area

soils which may be contaminated with toxic substances

backfill to service trenches and/or retaining (including boulder) walls subsequent to the controlled fill commission or when not included in the Level 1 commission

the potential zone of pressure distribution and/or instability associated with adjacent excavations, underground services and retaining structures. This must be considered, as appropriate, by the footing and foundation Engineers for any future structures.

site drainage

topsoil placed subsequent to completion of controlled filling

LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT

ELWOOD ESTATE STAGE 1 – D’AGUILAR

Prepared for BMD Urban

Project No. SGS/16/052 1

st December 2016

Revision 0 Page 3

Certification of Level 1 controlled fill, within the area defined in Appendix C, assumes that all filling within this area during the time of our commission took place with our knowledge. Any fill placed outside the nominated earthwork operation periods without our knowledge is therefore not certified as controlled fill. The purchaser, site investigator, engineer and builder should be aware of the possibility of unstable natural soils, services and pre-existing uncontrolled fill occurring on parts of the site other than the immediate areas of controlled fill placed in the current operation (as defined in Appendix C) between 1/11/2016 and 23/11/2016. A full geotechnical site investigation and foundation design for the specific ground conditions should be carried out by suitably qualified and experienced personnel on each lot, prior to building when house type and location is known. This service can be provided if required, by contacting SGS Australia Pty Ltd on (07) 3481 9444. SGS AUSTRALIA PTY LTD Prepared By: Gavin Kosanovic SGS-16-052-L1R-01.12.2016.docx

Reviewed By: Cassandra Barclay RPEQ 8846

This document is issued by the Company under its General Conditions of Service accessible at http:www.sgs.com/terms_and_conditions.htm. Attention is drawn to the limitation of liability, indemnification and jurisdiction issues defined therein. Any holder of this document is advised that information contained hereon reflects the Company’s findings at the time of its intervention only and within the limits of Client’s instructions, if any. The Company’s sole responsibility is to its Client and this document does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.

LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT

ELWOOD ESTATE STAGE 1 – D’AGUILAR

Prepared for BMD Urban

Project No. SGS/16/052 1

st December 2016

Revision 0 Page A

APPENDIX A

Test Reports

Field Density Ratio (HILF) Report

AS1289.5.7.1

Test Number: EF1 EF2 EF3

Date Tested: 2/11/2016 2/11/2016 2/11/2016

Time of Test: 10:05am 1:10am 2:40am

Location:

Road 2

CH 300

On Centre line

RL : 144.50

Road 4

CH 145

6m Left Centre Line

RL : 141.59

Road 4

CH 170

5m Left Centre Line

RL 140.62

Depth of Test (mm): 150 150 150

Depth of Layer (mm): - - -

Soil Description: Sandy clay Sandy clay Sandy clay

Moisture Variation (%): 2.5 2.0 2.0

Wet/Dry of Optimum: Drier Drier Drier

Hilf Density Ratio (%): 98.0 102.0 101.5

Compaction Spec (%): 95 95 95.

Field & Laboratory Data

Field Wet Density (t/m³): 1.99 2.02 1.98

Field Moisture Content (%) 10.3 14.2 18.6

Oversize (%): 0 0 0

Sieve Size (mm) 19.0 19.0 19.0

Peak Converted Wet Density

(t/m³): 2.03 1.98 1.95

OMC (%) 13.0 16.0 20.5

Compactive Effort: Standard Standard Standard

Mould Type: A A A.

Test Methods: AS 1289.5.8.1 AS 1289.2.1.1

Notes:

Field testing and selection of test locations carried out in general accordance with Level 1

guidelines. Test locations were not professionally surveyed by SGS, therefore recorded locations

should be considered as approximate only.

AU.IND.Admin@sgs.comABN: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199

TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations

of liability, indemnification and jurisdictional issues established therein.

This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflectsthe Company's findings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and thisdocument does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration,

forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.

SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501

Unit 1/18 Leanne CrescentLawnton QLD 4501

Client: BMD URBAN PTY LTD Client Job No:

Order No: 4620U802 Project: SGS/16/052

Tested Date: 2/11/2016 Location: Elwood Estate Stage 1, D'Aguilar

SGS Job Number: 16-55-769 Sample No: 16-LT-3335

Lab: Lawnton Sample ID: Embankment Fill

Authorised

Signatory: (Gavin Kosanovic) Date: 10/11/2016

Accreditation No.: 2418

Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3335-S411N

Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719

Page 1 of 1

Field Density Ratio (HILF) Report

AS1289.5.7.1

Test Number: EF4 EF5 EF6

Date Tested: 9/11/2016 9/11/2016 9/11/2016

Time of Test: 10:05 11:30 11:50

Location:

Road 4

CH 145

13m Left Centre Line

R.L. - 138.11

Road 4

CH 130

13m Left Centre Line

R.L. - 137.82

Road 4

CH 180

13m Left Centre Line

R.L. - 138.201

Depth of Test (mm): 150 150 150

Depth of Layer (mm): - - -

Soil Description:On Site

Cut

Material

On Site

Cut

Material

On Site

Cut

Material

Moisture Variation (%): 1.0 1.0 1.5

Wet/Dry of Optimum: Drier Drier Drier

Hilf Density Ratio (%): 95.5 95.5 98.5

Compaction Spec (%): 95 95 95.

Field & Laboratory Data

Field Wet Density (t/m³): 1.88 1.90 1.96

Field Moisture Content (%) 16.8 16.2 13.9

Peak Converted Wet Density

(t/m³): 1.97 1.98 1.99

OMC (%) 18.0 17.0 15.5

Compactive Effort: Standard Standard Standard

Mould Type: A A A.

Test Methods: AS 1289.5.8.1 AS 1289.2.1.1

Notes:

Field testing and selection of test locations carried out in general accordance with Level 1

guidelines. Test locations were not professionally surveyed by SGS, therefore recorded locations

should be considered as approximate only.

AU.IND.Admin@sgs.comABN: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199

TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations

of liability, indemnification and jurisdictional issues established therein.

This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflectsthe Company's findings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and thisdocument does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration,

forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.

SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501

Unit 1/18 Leanne CrescentLawnton QLD 4501

Client: BMD URBAN PTY LTD Client Job No:

Order No: Project: SGS/16/052

Tested Date: 9/11/2016 Location: Elwood Estate Stage 1

SGS Job Number: 16-55-795 Sample No: 16-LT-3422

Lab: Lawnton Sample ID: Embankment Fill

Authorised

Signatory: (Dave Gregson) Date: 25/11/2016

Accreditation No.: 2418

Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3422-S411N

Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719

Page 1 of 1

Field Density Ratio (HILF) Report

AS1289.5.7.1

Test Number: EF 7 EF 8 EF 9

Date Tested: 14/11/2016 14/11/2016 14/11/2016

Time of Test: 09:00AM 11:00AM 01:00PM

Location:

Road 4

CH 175

1m Left of Centre Line

RL 138.71

Road 4

CH 160

8m Left of Centre Line

RL 138.79

Road 4

CH 145

6m Left of Centre Line

RL 138.82

Depth of Test (mm): 150 150 150

Depth of Layer (mm): - - -

Soil Description:(CI) Sandy Clay Traces of Gravel

Brown

(CI) Sandy Clay Traces of Gravel

Brown

(CI) Sandy Clay Traces of Gravel

Brown

Moisture Variation (%): 2.0 1.5 2.0

Wet/Dry of Optimum: Drier Drier Drier

Hilf Density Ratio (%): 102.0 104.5 103.5

Compaction Spec (%): 95 95 95.

Field & Laboratory Data

Field Wet Density (t/m³): 1.97 2.01 2.01

Field Moisture Content (%) 19.1 19.3 18.6

Oversize (%): 0 0 0

Sieve Size (mm) 19.0 19.0 19.0

Peak Converted Wet Density

(t/m³): 1.93 1.92 1.95

OMC (%) 21.0 21.0 20.5

Compactive Effort: Standard Standard Standard

Mould Type: A A A.

Test Methods: AS 1289.5.8.1 AS 1289.2.1.1

Notes:

Field testing and selection of test locations carried out in general accordance with Level 1

guidelines. Test locations were not professionally surveyed by SGS, therefore recorded locations

should be considered as approximate only.

AU.IND.Admin@sgs.comABN: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199

TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations

of liability, indemnification and jurisdictional issues established therein.

This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflectsthe Company's findings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and thisdocument does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration,

forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.

SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501

Unit 1/18 Leanne CrescentLawnton QLD 4501

Client: BMD URBAN PTY LTD Client Job No:

Order No: Project: SGS/16/052

Tested Date: 14/11/2016 Location: Elwood Estate Stage 1

SGS Job Number: 16-55-795 Sample No: 16-LT-3480

Lab: Lawnton Sample ID: Embankment Fill

Authorised

Signatory: (Dave Gregson) Date: 25/11/2016

Accreditation No.: 2418

Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3480-S411N

Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719

Page 1 of 1

Field Density Ratio (HILF) Report

AS1289.5.7.1

Test Number: AF10 AF11 AF12

Date Tested: 18/11/2016 18/11/2016 18/11/2016

Time of Test: 01:30 02:00 02:30

Location:

Lot 73

40m off Front Boundary

18M OFF Right Boundary

RL 143.01

Lot 74

20m off Front Boundary

22M OFF Right Boundary

RL 141.31

Lot 75

10m off Front Boundary

15M OFF Right Boundary

RL 144.85

Depth of Test (mm): 150 150 150

Depth of Layer (mm): - - -

Soil Description: ( CI ) Clay Brown ( CI ) Clay Brown ( CI ) Clay Brown

Moisture Variation (%): 2.5 4.0 3.5

Wet/Dry of Optimum: Drier Drier Drier

Hilf Density Ratio (%): 99.5 98.0 98.0

Compaction Spec (%): 95 95 95.

Field & Laboratory Data

Field Wet Density (t/m³): 2.01 1.96 1.97

Field Moisture Content (%) 11.1 11.0 9.9

Oversize (%): 0 0 0

Sieve Size (mm) 19.0 19.0 19.0

Peak Converted Wet Density

(t/m³): 2.02 2.00 2.02

OMC (%) 13.5 15.0 13.5

Compactive Effort: Standard Standard Standard

Mould Type: A A A.

Test Methods: AS 1289.5.8.1 AS 1289.2.1.1

Notes:

Field testing and selection of test locations carried out in general accordance with Level 1

guidelines. Test locations were not professionally surveyed by SGS, therefore recorded locations

should be considered as approximate only.

AU.IND.Admin@sgs.comABN: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199

TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations

of liability, indemnification and jurisdictional issues established therein.

This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflectsthe Company's findings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and thisdocument does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration,

forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.

SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501

Unit 1/18 Leanne CrescentLawnton QLD 4501

Client: BMD URBAN PTY LTD Client Job No:

Order No: Project: SGS/16/052

Tested Date: 18/11/2016 Location: Elwood Estate Stage 1

SGS Job Number: 16-55-795 Sample No: 16-LT-3591

Lab: Lawnton Sample ID: Alotment Fill

Authorised

Signatory: (Dave Gregson) Date: 25/11/2016

Accreditation No.: 2418

Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3591-S411N

Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719

Page 1 of 1

Field Density Ratio (HILF) Report

AS1289.5.7.1

Test Number: EF 13 EF 14 EF 15

Date Tested: 19/11/2016 19/11/2016 19/11/2016

Time of Test: 10:00AM 10:30AM 11:00AM

Location:

Road 4

CH 200

5m Left of Centre Line

RL 140.90

Road 4

CH 230

6m Left of Centre Line

RL 141.20

Road 4

CH 260

6m Left of Centre Line

RL 141.50

Depth of Test (mm): 150 150 150

Depth of Layer (mm): - - -

Soil Description: Clay with gravel Clay with gravel Clay with gravel

Moisture Variation (%): 5.0 6.0 2.0

Wet/Dry of Optimum: Drier Drier Wetter

Hilf Density Ratio (%): 104.0 104.0 95.5

Compaction Spec (%): 95 95 95.

Field & Laboratory Data

Field Wet Density (t/m³): 2.04 2.05 2.08

Field Moisture Content (%) 6.2 8.6 14.9

Oversize (%): 0 0 0

Sieve Size (mm) 19.0 19.0 19.0

Peak Converted Wet Density (t/m³): 1.96 1.97 2.18

OMC (%) 11.0 15.0 13.0

Compactive Effort: Standard Standard Standard

Mould Type: A A A.

Test Methods: AS 1289.5.8.1 AS 1289.2.1.1

Notes:

Field testing and selection of test locations carried out in general accordance with Level 1 guidelines. Test

locations were not professionally surveyed by SGS, therefore recorded locations should be considered as

approximate only.

AU.IND.Admin@sgs.comABN: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199

TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,

indemnification and jurisdictional issues established therein.

This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate

parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.

SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501

Unit 1/18 Leanne CrescentLawnton QLD 4501

Client: BMD URBAN PTY LTD Client Job No:

Project: SGS/16/052 Order No: 4620U802

Location: Elwood Estate Stage 1 Tested Date: 19/11/2016

SGS Job Number: 16-55-829 Sample No: 16-LT-3648

Lab: Lawnton Sample ID: Embankment Fill

Authorised

Signatory: (Gavin Kosanovic) Date: 28/11/2016

Accreditation No.: 2418

Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3648-S411N

Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719

Page 1 of 1

Field Density Ratio (HILF) Report

AS1289.5.7.1

Test Number: AF 16 AF 17 AF 18

Date Tested: 21/11/2016 21/11/2016 21/11/2016

Time of Test: 09:00AM 11:00AM 01:00PM

Location:

Lot 75

18m Off Front

28m Off Right

RL 144.90

Lot 75

22m Off Front

6m Off Right

RL 144.50

Lot 74

26m Off Front

10m Off Left

RL 144.35

Depth of Test (mm): 150 150 150

Depth of Layer (mm): - - -

Soil Description: Clay with gravel Clay with gravel Clay with gravel

Moisture Variation (%): 5.0 6.5 0.5

Wet/Dry of Optimum: Drier Drier Wetter

Hilf Density Ratio (%): 103.0 103.0 99.0

Compaction Spec (%): 95 95 95.

Field & Laboratory Data

Field Wet Density (t/m³): 2.03 1.94 2.11

Field Moisture Content (%) 6.7 7.7 13.0

Oversize (%): 0 0 0

Sieve Size (mm) 19.0 19.0 19.0

Peak Converted Wet Density (t/m³): 1.97 1.88 2.13

OMC (%) 11.5 14.5 12.5

Compactive Effort: Standard Standard Standard

Mould Type: A A A.

Test Methods: AS 1289.5.8.1 AS 1289.2.1.1

Notes:

Field testing and selection of test locations carried out in general accordance with Level 1 guidelines. Test

locations were not professionally surveyed by SGS, therefore recorded locations should be considered as

approximate only.

AU.IND.Admin@sgs.comABN: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199

TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,

indemnification and jurisdictional issues established therein.

This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate

parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.

SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501

Unit 1/18 Leanne CrescentLawnton QLD 4501

Client: BMD URBAN PTY LTD Client Job No:

Project: SGS/16/052 Order No: 4620U802

Location: Elwood Estate Stage 1 Tested Date: 21/11/2016

SGS Job Number: 16-55-829 Sample No: 16-LT-3649

Lab: Lawnton Sample ID: Alottment Fill

Authorised

Signatory: (Gavin Kosanovic) Date: 28/11/2016

Accreditation No.: 2418

Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3649-S411N

Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719

Page 1 of 1

Field Density Ratio (HILF) Report

AS1289.5.7.1

Test Number: AF 19 AF 20 AF 21

Date Tested: 22/11/2016 22/11/2016 22/11/2016

Time of Test: 09:00AM 11:00AM 01:00PM

Location:

Lot 73

37m Off Front Boundary

11m Off Left Boundary

RL 143.80

Lot 74

26m Off Front Boundary

5m Off Right Boundary

RL 144.40

Lot 75

18m Off Front Boundary

16m Off Right Boundary

RL 144.60

Depth of Test (mm): 150 150 150

Depth of Layer (mm): - - -

Soil Description: Gravely clay Gravely clay Gravely clay

Moisture Variation (%): 4.0 3.0 5.0

Wet/Dry of Optimum: Drier Drier Drier

Hilf Density Ratio (%): 96.0 98.0 102.0

Compaction Spec (%): 95 95 95.

Field & Laboratory Data

Field Wet Density (t/m³): 1.88 2.11 2.03

Field Moisture Content (%) 10.5 8.1 8.0

Oversize (%): 0 0 0

Sieve Size (mm) 19.0 19.0 19.0

Peak Converted Wet Density (t/m³): 1.96 2.15 1.99

OMC (%) 14.5 11.0 13.0

Compactive Effort: Standard Standard Standard

Mould Type: A A A.

Test Methods: AS 1289.5.8.1 AS 1289.2.1.1

Notes:

Field testing and selection of test locations carried out in general accordance with Level 1 guidelines. Test

locations were not professionally surveyed by SGS, therefore recorded locations should be considered as

approximate only.

AU.IND.Admin@sgs.comABN: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199

TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,

indemnification and jurisdictional issues established therein.

This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate

parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.

SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501

Unit 1/18 Leanne CrescentLawnton QLD 4501

Client: BMD URBAN PTY LTD Client Job No:

Project: SGS/16/052 Order No: 4620U802

Location: Elwood Estate Stage 1 Tested Date: 22/11/2016

SGS Job Number: 16-55-829 Sample No: 16-LT-3651

Lab: Lawnton Sample ID: Alottment Fill

Authorised

Signatory: (Gavin Kosanovic) Date: 28/11/2016

Accreditation No.: 2418

Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3651-S411N

Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719

Page 1 of 1

Field Density Ratio (HILF) Report

AS1289.5.7.1

Test Number: AF 22 AF 23 AF 24

Date Tested: 23/11/2016 23/11/2016 23/11/2016

Time of Test: 09:00 11:00 01:00

Location:

Lot 73

50m Off Front Boundary

32m Off Left Boundary

RL

Lot 74

18m Off Front Boundary

7m Off Left Boundary

RL

Lot 75

14m Off Front Boundary

16m Off Right Boundary

RL

Depth of Test (mm): 150 150 150

Depth of Layer (mm): - - -

Soil Description: Sandy clay Sandy clay Sandy clay

Moisture Variation (%): 1.5 2.0 2.5

Wet/Dry of Optimum: Drier Drier Drier

Hilf Density Ratio (%): 99.0 98.5 95.5

Compaction Spec (%): 95 95 95.

Field & Laboratory Data

Field Wet Density (t/m³): 1.96 1.99 1.89

Field Moisture Content (%) 18.3 18.8 1.3

Oversize (%): 0 0 0

Sieve Size (mm) 19.0 19.0 19.0

Peak Converted Wet Density (t/m³): 1.98 2.02 1.98

OMC (%) 19.5 21.0 3.5

Compactive Effort: Standard Standard Standard

Mould Type: A A A.

Test Methods: AS 1289.5.8.1 AS 1289.2.1.1

Notes:

Field testing and selection of test locations carried out in general accordance with Level 1 guidelines. Test

locations were not professionally surveyed by SGS, therefore recorded locations should be considered as

approximate only.

AU.IND.Admin@sgs.comABN: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199

TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,

indemnification and jurisdictional issues established therein.

This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate

parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.

SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501

Unit 1/18 Leanne CrescentLawnton QLD 4501

Client: BMD URBAN PTY LTD Client Job No:

Project: SGS/16/052 Order No: 4620U802

Location: Elwood Estate Stage 1 Tested Date: 23/11/2016

SGS Job Number: 16-55-829 Sample No: 16-LT-3671

Lab: Lawnton Sample ID: Alottment Fill

Authorised

Signatory: (Gavin Kosanovic) Date: 28/11/2016

Accreditation No.: 2418

Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3671-S411N

Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719

Page 1 of 1

LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT

ELWOOD ESTATE STAGE 1 – D’AGUILAR

Prepared for BMD Urban

Project No. SGS/16/052 1

st December 2016

Revision 0 Page B

APPENDIX B

Daily Site Visit Report Sheets

LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT

ELWOOD ESTATE STAGE 1 – D’AGUILAR

Prepared for BMD Urban

Project No. SGS/16/052 1

st December 2016

Revision 0 Page C

APPENDIX C

Drawings

SGS Australia Pty Ltd 1/18 Leanne Crescent, Lawnton QLD 4501 ABN 44 000 964 278 t +61 (7) 3881 3511 f +61 (7) 3881 3513 www.au.sgs.com

TITLE

JOB LOCATION

CLIENT

DRAWING NO.

SCALE

DATE DRAWN SIZE

BMD Urban

Level 1 Filling SGS/16/052

01/12/16

Scale Not Shown

GK A4

Elwood Estate Stage 1

Approximate lateral extent of Level 1 fill (controlled

filling).

Controlled fill certification is limited to within this area.

Unless specifically stated in the report, level 1

compaction control and certification does not address

or include:

• backfill to service trenches and/or retaining walls

(including boulder walls); and

• topsoil placed subsequent to completion of

controlled filling.