TOTAL GEOTECHNICS
Adelaide, Ballarat, Brisbane, Hallam, Hoppers Crossing, Traralgon, Warrnambool
TGE15035-15 Revision 1
Sandridge Roads July 2015
Geotechnical Level 1 Supervision Report
Brindalee Estate – Stage 4, Cranbourne
Brindalee Estate- Stage 4, Cranbourne
Geotechnical – Level 1 Supervision Report
Report No: TGE15035-15 Revision 1
Client: Sandridge Roads
July 2015
2
Contents
1. Introduction ........................................................................................................................ 3
2. Scope of Works ................................................................................................................... 3
3. Inspections/Supervision ..................................................................................................... 3
4. Testing ................................................................................................................................ 4
5. Conclusion .......................................................................................................................... 5
Appendix 1 – Site Plan ............................................................................................................... 6
Appendix 2 – Testing Summary ................................................................................................. 7
Appendix 3 – Nata Test Results ............................................................................................... 10
Appendix 4 – Fill Certificates.................................................................................................... 11
Brindalee Estate- Stage 4, Cranbourne
Geotechnical – Level 1 Supervision Report
Report No: TGE15035-15 Revision 1
Client: Sandridge Roads
July 2015
3
1. Introduction
Total Geotechnics has been engaged by Sandridge Roads to provide Level 1 Geotechnical Supervision on the Brindalee Estate, Stage 4, Cranbourne (Refer Appendix 1 – Site Plans)
This Level 1 report presents the results of supervision activities, compaction and moisture control, material placement and laboratory testing for ground works undertaken at the Brindalee Estate, Cranbourne. This report covers construction activities carried out from the 22nd December 2014 to the 7th July 2015.
2. Scope of Works
The scope of works involved the placement of On-site General Fill. Fill Material was placed in Level
one fill areas, in accordance with AS 3798-2007, Guidelines on earthworks for commercial and
residential developments. The level of FILL to be placed is less than 5m as per AS3798 Section 1.1.
General fill material used for the construction was locally sourced and predominantly comprising of
Silty CLAY.
3. Inspections/Supervision
Full time Level 1 supervision and inspection were undertaken between; 22nd December 2014 to 7th July 2015 including supervision and inspections regarding the stripping and removal as per AS3798 Section 3 shall have removed:
Organic soils, such as topsoils, severely root affected subsoils and peat;
Contaminated soils is part of the brief;
Materials which undergo volume change or loss of strength when disturbed and exposed to moisture;
Silts, or materials that have deleterious engineering properties of silt;
Other materials with properties that are unsuitable for the forming of structural fill;
Fill that contains wood, metal plastic, boulders or other deleterious material, in sufficient proportions to affect the required performance of the fill.
The maximum particle size of any rocks or other lumps, within the layer has not exceeded two thirds (2/3) of the compacted layer thickness.
The lots inspected were essentially homogeneous in relation to material type and moisture condition, rolling response and compaction technique and which has been used for the assessment of relative compaction of an area of work (AS3798 Section 1.2.8).
Brindalee Estate- Stage 4, Cranbourne
Geotechnical – Level 1 Supervision Report
Report No: TGE15035-15 Revision 1
Client: Sandridge Roads
July 2015
4
Prior to placement any existing filled ground, for which the conditions of the placement are not adequately documented have not been assumed to have been of either standard compaction or of the composition adequate to support fill or any loads has been removed (AS3798 Section 2o).
4. Testing
The project was classified as Residential thereby requiring a minimum compaction result of 95% density ratio Standard Compaction for the cohesive soils (AS 1289 5.7.1 & 5.1.1) throughout the Level 1 Fill and in accordance with AS 3789-2007 – Table 5.2. A minimum of 3 tests per lot (AS3798 Table 8.1) was undertaken throughout the placement of fill.
Test were performed using a Nuclear Density Gauge for field density determination AS 1289.5.8.1. Testing was completed at a rate of 3 field density tests per day’s production as based on the minimum requirements of AS 3798 – 2007 and taken from each layer of fill placed.
The filling operation was undertaken between the 22nd December 2014 and 7th July 2015. The material was Site-derived General Fill. Material was placed in approximately 300 to 400mm loose layers, rolling effort with on-site Compactor (to seal of each layer of placed General Fill material) to a compacted 200 to 300mm layers that achieved 95% Standard Compaction which met Australian Standards specifications. This was considered the best method to achieve compaction using the plant and machinery available.
A total of Eighteen (18) tests were performed on site. The reports verify the achievement of the minimum density requirement of 95% Standard Compaction throughout the full depth area, with each layer tested accordingly. All test results were provided to our client Sandridge Roads for inclusion within their internal quality system (Refer to Appendix 2 Summary of Results).
At the completion of the structural layers and material within 150mm of permanent subgrade level in cuttings, test rolling was undertaken and the layers withstood test rolling without visible deformation or springing (AS 3798 Section 5.5).
The lots that are covered by this Level 1 Supervision report are listed in the table below.
Table 1 - Lots under Level 1 Supervision
72 77 82 87 92 97
73 78 83 88 93 98
74 79 84 89 94
75 80 85 90 95
76 81 86 91 96
Brindalee Estate- Stage 4, Cranbourne
Geotechnical – Level 1 Supervision Report
Report No: TGE15035-15 Revision 1
Client: Sandridge Roads
July 2015
5
5. Conclusion
On the completion of the earthworks and after analysing the materials used, it has been concluded
that the filling procedure conducted by Sandridge Roads satisfied the requirements of AS 3798 in
regards to the placement of fill materials on a project under Level 1 Supervision and in accordance
with the project specification as provided to Total Geotechnics.
This report has been prepared for the benefit of our client with respect to the particular brief given
to us and it may not be relied upon in other contexts or for any other purpose without our prior
review and agreement. No responsibility for this report will be taken by Total Geotechnics if it is
altered in any way, or not reproduced in full.
Prepared by: Reviewed and Authorized by: Alvin Tan (BE Civil and Infrastructure) GradIEAust Matt Noonan (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
Brindalee Estate- Stage 4, Cranbourne
Geotechnical – Level 1 Supervision Report
Report No: TGE15035-15 Revision 1
Client: Sandridge Roads
July 2015
6
Appendix 1 – Site Plan
Level 1
Supervision
Brindalee Estate- Stage 4, Cranbourne
Geotechnical – Level 1 Supervision Report
Report No: TGE15035-15 Revision 1
Client: Sandridge Roads
July 2015
7
Appendix 2 – Testing Summary
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture Variation
(%)
Remark
Sample No: 01
Report No: 02
Between Lots 72/73
Centre Layer 1
Site Derived
Silty Clay 22/12/2014 0 98.5
-3.0
Drier Pass
Sample No: 02
Report No: 02
Between Lots 80/81
Centre Layer 1
Site Derived
Silty Clay 22/12/2014 0 95.5
-3.0
Drier Pass
Sample No: 03
Report No: 03
Between Lots 90/89
Centre Final Layer
Site Derived
Silty Clay
12/02/2015
0 101.0 -7.0
Drier Pass
Sample No: 04
Report No: 03
Between Lots 88/87
Centre Final Layer
Site Derived
Silty Clay
12/02/2015
0 96.5 -2.5
Drier Pass
Sample No: 05
Report No: 03
Between Lots 86/85
Centre Final Layer
Site Derived
Silty Clay
12/02/2015
0 98.0 -2.0
Drier Pass
Sample No: 06
Report No: 03
Between Lots 84/83
Centre Final Layer
Site Derived
Silty Clay
12/02/2015
0 98.0 -2.5
Drier Pass
Brindalee Estate- Stage 4, Cranbourne
Geotechnical – Level 1 Supervision Report
Report No: TGE15035-15 Revision 1
Client: Sandridge Roads
July 2015
8
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture Variation
(%)
Remark
Sample No: 07
Report No: 04
Between Lots 77/78
Centre In-situ
Site Derived
Silty Clay
16/02/2015
0 104.5 -3.0
Drier Pass
Sample No: 08
Report No: 04
Between Lots 79/80
Centre In-situ
Site Derived
Silty Clay
16/02/2015
0 98.5 -3.0
Drier Pass
Sample No: 09
Report No: 04
Between Lots 81/82
Centre In-situ
Site Derived
Silty Clay
16/02/2015
0 98.0 -3.0
Drier Pass
Sample No: 17
Report No: 07
Lot 72
5m East of West
5m North of South
Layer 2 Clay Backfill
06/05/2015
0 98.0 0.0
OMC Pass
Sample No: 18
Report No: 07
Lot 73
7m East of West
8m North of South
Layer 2 Clay Backfill
06/05/2015
0 97.5 +0.5
Wetter Pass
Sample No: 19
Report No: 07
Lot 74
4m East of West
11m North of South
Layer 1 Clay Backfill
06/05/2015
0 97.0 +0.5
Wetter Pass
Sample No: 20
Report No: 07
Lot 75
10m East of West
7m North of South
Layer 1 Clay Backfill
06/05/2015
0 97.0 0.0
OMC Pass
Sample No: 21
Report No: 07
Lot 76
3m East of West
6m North of South
Layer 1 Clay Backfill
06/05/2015
0 97.0 +0.5
Wetter Pass
Brindalee Estate- Stage 4, Cranbourne
Geotechnical – Level 1 Supervision Report
Report No: TGE15035-15 Revision 1
Client: Sandridge Roads
July 2015
9
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture Variation
(%)
Remark
Sample No: 22
Report No: 08
Boundary of 91&92
6m
East of West
FSL Site Derived Silty Clay 7/07/15 0 99.5 -2.0
Drier Pass
Sample No: 23
Report No: 08
Boundary of 93&94
10m
East of West
FSL Site Derived Silty Clay 7/07/15 0 100.5 -2.0
Drier Pass
Sample No: 24
Report No: 08
Boundary of 95&96
8m
North of South
FSL Site Derived Silty Clay 7/07/15 0 99.0 -2.0
Drier Pass
Sample No: 25
Report No: 08
Boundary of 97&98
4m
North of South
FSL Site Derived Silty Clay 7/07/15 0 99.5 -2.0
Drier Pass
Brindalee Estate- Stage 4, Cranbourne
Geotechnical – Level 1 Supervision Report
Report No: TGE15035-15 Revision 1
Client: Sandridge Roads
July 2015
10
Appendix 3 – Nata Test Results
Field Density Test ResultsAS1289.5.7.1
Client: Sandridge Roads Job No: TG50196
Project: Tangamere Way Report: 3
Location: Cranbourne
Test Number 50196-3 50196-4 50196-5 50196-6
Date of Test 12-Feb-15 12-Feb-15 12-Feb-15 12-Feb-15
Time of Test PM PM PM PM
Test Location Cranbourne Cranbourne Cranbourne Cranbourne
Lot 90 - 89 Lot 88 - 87 Lot 86 - 85 Lot 84 - 83
Centre Centre Centre Centre
Level / Layer Final Layer Final Layer Final Layer Final Layer
Depth of Layer mm 300+ 300+ 300+ 300+
Depth of Test mm 300 300 300 300
Field Wet Density t/m3 1.87 1.86 1.87 1.88
Field Moisture Content % 15.0 17.5 19.9 19.1
Material Type
Oversize Material WET% 0 0 0 0
Sieve Size mm 19 19 19 19
Peak Converted Wet Density t/m3 1.85 1.92 1.91 1.91
Optimum Moisture Content % 22.0 20.0 22.0 21.5
Compactive Effort Used std/mod STD STD STD STD
Moisture Ratio % 68.0 87.5 91.0 88.5
Moisture Variation % 7.0 2.5 2.0 2.5
from OMC Drier Drier Drier Drier
Density Ratio % 101.0 96.5 98.0 98.0
Specification Requirements 95% STD
Notes:
Test Method AS1289 5.8.1 5.7.1 2.1.1 1.1 Test Selection: AS 1289.1.4.1 Sampling Method: AS 1289.1.2.1.6.4(b)
Approved Signatory Picture 22Accreditation for compliance with ISO/IEC 17025
The results of tests, calibrations and/or measurements included
in this document, are traceable to Australian / national standards
Date: 24-Feb-15
Total Geotechnics Australia P/L
NATA Accredited Laboratory No. 19354
Chris Wilson
Site Derived Site Derived Site Derived Site Derived
PH 03 9796 3363
1/13 Keppel Drive
PO Box 211
Hallam VIC 3803
0
TG301 /v.6 Aug 13
Field Density Test ResultsAS1289.5.7.1
Client: Sandridge Roads Job No: TG50196
Project: Tangemere Way Report: 2
Location: Cranbourne West
Test Number 50196-01 50196-2
Date of Test 22-Dec-14 22-Dec-14
Time of Test
Test Location Between Lots Between Lots
72/73 80/81
Centre Centre
Level / Layer Layer 1 Layer 1
Depth of Layer mm 200mm 200mm
Depth of Test mm 175mm 175mm
Field Wet Density t/m3 1.89 1.83
Field Moisture Content % 44.0 36.4
Material Type
Oversize Material WET% 0 0
Sieve Size mm 19 19
Peak Converted Wet Density t/m3 1.91 1.91
Optimum Moisture Content % 47.0 39.5
Compactive Effort Used std/mod STD STD
Moisture Ratio % 93.5 92.5
Moisture Variation % 3.0 3.0
from OMC Drier Drier
Density Ratio % 98.5 95.5
Specification Requirements 95% STD
Notes:
Test Method AS1289 5.8.1 5.7.1 2.1.1 1.1 Test Selection: N/A Sampling Method: AS 1289.1.2.1.6.4(b)
Approved Signatory Picture 9Accreditation for compliance with ISO/IEC 17025
The results of tests, calibrations and/or measurements included
in this document, are traceable to Australian / national standards
Date: 08-Jan-15
PH 03 9796 3363
Total Geotechnics Australia P/L
1/13 Keppel Drive
PO Box 211
Hallam VIC 3803
0
NATA Accredited Laboratory No. 19354
Grant Sloan
Site Derived Silty
CLAY
Site Derived Silty
CLAY
TG301 /v.6 Aug 13
Field Density Test ResultsAS1289.5.7.1
Client: Sandridge Roads Job No: TG50196
Project: Tangamere Way Report: 8
Location: Various Lots
Test Number 50196-22 50196-23 50196-24 50196-25
Date of Test 7-Jul-15 7-Jul-15 7-Jul-15 7-Jul-15
Time of Test AM AM AM AM
Test LocationBoundary of Lots
91&92
Boundary of Lots
93&94
Boundary of Lots
95&96
Boundary of Lots
97&98
6m 10m 8m 4m
East of West
Edge
East of West
Edge
North of South
Edge
North of South
Edge
Level / Layer FFL FFL FFL FFL
Depth of Layer mm 300 300 300 300
Depth of Test mm 275 275 275 275
Field Wet Density t/m3 1.92 1.93 1.92 1.94
Field Moisture Content % 22.5 22.3 22.4 22.6
Material Type
Oversize Material WET% 0 0 0 0
Sieve Size mm 19 19 19 19
Peak Converted Wet Density t/m3 1.94 1.92 1.94 1.95
Optimum Moisture Content % 24.5 24.5 24.5 24.5
Compactive Effort Used std/mod STD STD STD STD
Moisture Ratio % 92.0 92.0 92.0 92.0
Moisture Variation % 2.0 2.0 2.0 2.0
from OMC Drier Drier Drier Drier
Density Ratio % 99.5 100.5 99.0 99.5
Specification Requirements 95% STD
Notes:
Test Method AS1289 5.8.1 5.7.1 2.1.1 1.1 Test Selection: AS 1289.1.4.1 Sampling Method: AS 1289.1.2.1.6.4(b)
Approved Signatory Picture 22Accreditation for compliance with ISO/IEC 17025
The results of tests, calibrations and/or measurements included
in this document, are traceable to Australian / national standards
Date: 08-Jul-15
Total Geotechnics Australia P/L
NATA Accredited Laboratory No. 19354
Chris Wilson
Site Derived
Silty CLAY
Site Derived
Silty CLAY
Site Derived
Silty CLAY
Site Derived
Silty CLAY
PH 03 9796 3363
1/13 Keppel Drive
PO Box 211
Hallam VIC 3803
0
TG301 /v.6 Aug 13
Field Density Test ResultsAS1289.5.7.1
Client: Sandridge Roads Job No: TG50196
Project: Tangamere Way Report: 7
Location: Various Lots
Test Number 50196-17 50196-18 50196-19 50196-20 50196-21
Date of Test 6-May-15 6-May-15 6-May-15 6-May-15 6-May-15
Time of Test AM AM AM AM AM
Test Location Various Lots Various Lots Various Lots Various Lots Various Lots
Lot 72 Lot 73 Lot 74 Lot 75 Lot 76
5m East of
West
7m East of
West
4m East of
West
10m East of
West
3m East of
West 5m North of
South
8m North of
South
11m North of
South
7m North of
South
6m North of
South
Level / Layer Layer 2 Layer 2 Layer 1 Layer 1 Layer 1
Depth of Layer mm 300 300 300 300 300
Depth of Test mm 275 275 275 275 275
Field Wet Density t/m3 2.00 2.00 1.96 1.95 1.96
Field Moisture Content % 20.2 20.8 22.3 22.5 22.0
Material Type
Oversize Material WET% 0 0 0 0 0
Sieve Size mm 19 19 19 19 19
Peak Converted Wet Density t/m3 2.04 2.06 2.02 2.01 2.02
Optimum Moisture Content % 20.0 20.5 22.0 22.5 21.5
Compactive Effort Used std/mod STD STD STD STD STD
Moisture Ratio % 100.0 102.5 102.5 100.0 102.5
Moisture Variation % 0.0 0.5 0.5 0.0 0.5
from OMC OMC Wetter Wetter OMC Wetter
Density Ratio % 98.0 97.5 97.0 97.0 97.0
Specification Requirements 95% STD
Notes:
Test Method AS1289 5.8.1 5.7.1 2.1.1 1.1 Test Selection: AS 1289.1.4.1 Sampling Method: AS 1289.1.2.1.6.4(b)
Approved Signatory Picture 22Accreditation for compliance with ISO/IEC 17025
The results of tests, calibrations and/or measurements included
in this document, are traceable to Australian / national standards
Date: 11-May-15
Total Geotechnics Australia P/L
NATA Accredited Laboratory No. 19354
Chris Wilson
Clay Backfill Clay Backfill Clay Backfill Clay Backfill Clay Backfill
PH 03 9796 3363
1/13 Keppel Drive
PO Box 211
Hallam VIC 3803
0
TG301 /v.6 Aug 13
Field Density Test ResultsAS1289.5.7.1
Client: Sandridge Roads Job No: TG50196
Project: Tangamere Way Report: 4
Location: Cranbourne
Test Number 50196-7 50196-8 50196-9
Date of Test 16-Feb-15 16-Feb-15 16-Feb-15
Time of Test PM PM PM
Test Location Cranbourne Cranbourne Cranbourne
Lot 77 - 78 Lot 79 - 80 Lot 81 - 82
Level / Layer Insitu Insitu Insitu
Depth of Layer mm 300+ 300+ 300+
Depth of Test mm 300 300 300
Field Wet Density t/m3 2.17 1.89 1.87
Field Moisture Content % 7.4 17.7 19.7
Material Type
Oversize Material WET% 0 0 0
Sieve Size mm 19 19 19
Peak Converted Wet Density t/m3 2.08 1.91 1.91
Optimum Moisture Content % 10.5 21.0 23.0
Compactive Effort Used std/mod STD STD STD
Moisture Ratio % 71.5 83.5 85.0
Moisture Variation % 3.0 3.0 3.0
from OMC Drier Drier Drier
Density Ratio % 104.5 98.5 98.0
Specification Requirements 95% STD
Notes:
Test Method AS1289 5.8.1 5.7.1 2.1.1 1.1 Test Selection: AS 1289.1.4.1 Sampling Method: AS 1289.1.2.1.6.4(b)
Approved Signatory Picture 22Accreditation for compliance with ISO/IEC 17025
The results of tests, calibrations and/or measurements included
in this document, are traceable to Australian / national standards
Date: 24-Feb-15
Total Geotechnics Australia P/L
NATA Accredited Laboratory No. 19354
Chris Wilson
Site Derived Site Derived Site Derived
PH 03 9796 3363
1/13 Keppel Drive
PO Box 211
Hallam VIC 3803
0
TG301 /v.6 Aug 13
Brindalee Estate- Stage 4, Cranbourne
Geotechnical – Level 1 Supervision Report
Report No: TGE15035-15 Revision 1
Client: Sandridge Roads
July 2015
11
Appendix 4 – Fill Certificates
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 72
\
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 73
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 74
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 75
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 76
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 77
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 78
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 79
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 80
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 81
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 82
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 83
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 84
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 85
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 86
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 87
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 88
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 89
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 90
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 91
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 92
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 93
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 94
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 95
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 96
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 97
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906
1/13 Keppel Drive, Hallam VIC 3803 03 9796 3363 www.totalgeotechnics.com.au
Controlled Fill Certificate
Certificate of Controlled Filling
Earthworks Operations (AS3798 – Level 1 Inspection & Testing)
Brindalee Estate- Stage 4
Cranbourne East
Lot 98
Filling in the Areas as defined above and in the Level 1 Report pertaining to the
above mentioned project, has been carried out to meet requirements of the
project specifications and Level 1 & Certification as per AS3798 – 2007
“Guidelines on Earthworks for Commercial and Residential Developments”
Alvin Tan Matt Noonan (BE Civil and Infrastructure) GradIEAust (BE Geological) MIEAust Geotechnical Engineer Geotechnical Manager Mob: 0419 617 361 Mob: 0419 349 906