STC-754-12439 / GTI 1 v1 final 12 th September 2017 Geotechnical / Salinity Investigation Report 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW Prepared for: Ampersand Development Consulting
STC-754-12439 / GTI 1 v1 final 12th September 2017
Geotechnical / Salinity Investigation Report
280 Garfield Road East and 259 Riverstone Road,
Riverstone NSW
Prepared for: Ampersand Development Consulting
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 2 of 25
Prepared for:
Ampersand Development Consulting
Geotechnical / Salinity Investigation Report
280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
Report No: STC-754-12439 / GTI 1 / v1 final
Date: 12th September 2017
Written By:
Bikesh Deoju Geotechnical Engineer
Reviewed By:
Joe Oo Senior Geotechnical Engineer
Version Details Date
v1 final Written By Bikesh Deoju 12th
September 2017
This report is copyright. No part of this publication may be reproduced or transmitted in any form or by any
means, electronic or mechanical, including photocopying without permission in writing from ADE Consulting
Group Pty Ltd.
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 3 of 25
TABLE OF CONTENTS
Page number EXECUTIVE SUMMARY 5 1. INTRODUCTION 6 1.1 General 6 1.2 Objectives 6 1.3 Scope of Works 6 1.4 Previous Investigation 7 1.5 Whole Report 7 2. SITE INDENTIFICATION AND PHYSICAL SETTING 7 2.1 Site Description 7 2.2 Site Geology 8 3. INVESTIGATION RESULTS 8 3.1 Fieldwork Description 8 3.2 Fieldwork Results 8 3.3 Dynamic Cone Penetrometer Test 11 3.4 Groundwater 11 3.5 Laboratory Testing Results 11 3.5.1 California Bearing Ratio 11 3.5.2 Shrink Swell Index 12 3.5.3 Atterberg Limits 12
4. GEOTECHNICAL ENGNEERING ASSESSMENT AND RECOMMENDATIONS 13 4.1 Subsoil Profile 13 4.2 Site Classification 14 4.3 Existing Reservoirs 14 4.4 Foundations and Bearing Capacity 14 4.4.1 Shallow Foundations 14 4.4.2 Deep Foundations 15
5. SALINITY, AGGRESSIVITY AND SODICITY ASSESSMENT 15 5.1 Salinity 15 5.2 Aggressivity 15 5.3 Sodicity 16 5.4 Results 16 5.5 Discussion 19 5.5.1 Salinity 19 5.5.2 Aggressivity 19 5.5.3 Sodicity 19 6. MANAGEMENT STRATEGIES 19 6.1 Sodic Soils 19
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 4 of 25
6.2 Earthworks 20 6.3 Roads, Footpaths, Hardstand Areas, Gardens and Landscape Areas 20 6.4 Surface Water, Stormwater and Drainage 20 6.5 Concrete Recommendations 21 6.5.1 Salinities less than 4 dS/m (Non-saline to slightly saline) 21 6.5.2 Salinities of 4 - 8 dS/m (Moderately saline) 21 6.5.3 Salinities of 8 - 16 dS/m (Very saline) 21
7. LIMITATION 22 LIST OF TABLES Page number Table 3.1 Summary of Geotechnical Model 9 Table 3.2 Summary of Groundwater 11 Table 3.3 California Bearing Ratio Results 11 Table 3.4 Shrink Swell Test Results 12 Table 3.5 Atterberg Limits Test Results 13 Table 4.1 Generalised Subsoil Profile 13 Table 5.1 Soil Salinity Classification 15 Table 5.2 Exposure Classification for Concrete Piles 15 Table 5.3 Exposure Classification for Steel Piles 16 Table 5.4 Sodicity Rating 16 Table 5.5 Aggressivity and Salinity Classification 17 LIST OF FIGURES Figure 1 Geological Map of Penrith 1:100 000 8 APPENDICES Appendix I Site Plan Appendix II Borehole Logs Appendix III Analytical Reports
ABBREVIATIONS
ADE ADE Consulting Group Pty Ltd
AHD Australian Height Datum
AS Australian Standard
BGL Below Ground Level
BH Borehole
COC Chain of Custody
DCP Dynamic Cone Penetrometer
GTI Geotechnical Investigation
SPT Standard Penetration Test
SWL Standing Water Level
SH&EWMS Safety Health and Environmental Works Method Statement
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 5 of 25
GEOTECHNICAL INVESTIGATION REPORT ADE Report No. STC-754-12439 / GTI1 / v1 final
Date of Investigation: 04.07.2017 – 17.07.2017 Date of Report: 12.09.2017 Client: Ampersand Development Consulting Site Address: 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
(Refer to Appendix I – Site Plan) EXECUTIVE SUMMARY ADE Consulting Group Pty Ltd (ADE) was commissioned by Ampersand Development Consulting (the ‘client’) to undertake a geotechnical and salinity investigation for a proposed subdivision development at 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW (the ‘site’). The objectives of this investigation were to provide information on the subsurface soil profile and groundwater conditions, site classification, foundation assessment, soil salinity and aggressivity for future development and discussion on geotechnical parameters for internal roads. To achieve the objectives, the scope of works included sixty one (61) boreholes drilled generally to depths of 3.0 to 6.0 m below ground level (bgl) or refusal, with one borehole (BH16) extending to 9.0 m bgl due to the subsurface conditions encountered. Subsurface conditions at the proposed site were summarised on borehole logs and predominantly consisted of TOPSOIL, Gravelly SAND and Silty CLAY FILL, and Silty CLAY (RESIDUAL) overlying extremely weathered SHALE BEDROCK. The clay soils encountered at the site varied from low to high plasticity. Groundwater was encountered at depths ranging from 1.5 m to 5.4 m bgl during the course of the investigation. After stripping of topsoil and shallow fill materials, ADE anticipates that overall a majority of the site could be preliminarily classified as moderately to highly reactive, Class “M” to “H” in accordance with the Australian Standard (AS) 2870. Deep fill materials were encountered to depths of 1.0 m to 5.4 m bgl at the locations of boreholes BH13 and BH15 through BH18; therefore, these areas are currently classified as Class “P” due to the presence of deep undocumented fill materials. Final site classification will depend on earthwork performed for the planned development and should be confirmed during/following site earthworks by an experienced geotechnical engineer.
Further geotechnical investigation and advice should be sought for remediation and backfilling of the existing reservoirs. This investigation should include assessment of soil conditions within the reservoir interior floor regarding sediment thickness accumulated over time, the presence and depth of soft/wet soils and appropriate development requirements.
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 6 of 25
Based on the in-situ and laboratory testing results, the site is feasible for shallow footings to support residential buildings up to two-storey in height, except for the Class P areas identified with undocumented fill soils. In addition, the condition of the soils on the interior of the reservoirs is unknown. Deep pile foundations founded within the residual clay or shale would be appropriate for these locations where the undocumented fill is present or where other problematic soil conditions are encountered that cannot be economically remediated during earthworks. Alternatively, supplementary geotechnical information on reservoir interiors and reclassification following earthworks would enable better delineation of where shallow footings may proceed. The soil tested was classified as predominantly non to moderately saline with one sample resulting in a very saline soil. Soils were determined to be non-aggressive to steel, non to mildly aggressive to concrete and sodic to highly sodic. Management strategies are recommended due to the soil sodicity.
1 INTRODUCTION 1.1 General ADE was engaged by Ampersand Development Consulting (the ‘client’) to undertake a geotechnical and salinity investigation for a proposed subdivision development at 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW (hereafter referred to as the ‘site’). The works were conducted in accordance with AS 1726 – 1993, Geotechnical Site Investigations. 1.2 Objectives The objective of the investigation was to provide the following geotechnical information:
Subsurface soil, rock and groundwater conditions;
Site classification in accordance with AS2870-2011;
Site classification based on soil reactivity;
Foundation recommendations including allowable bearing capacity;
Recommendations on site preparation, including excavation and earthworks; and
Provision of suitable salinity, aggressivity and sodicity assessment and management strategies where necessary, to guide future development.
1.3 Scope of Works The Geotechnical Investigation included:
Completion of a Safety, Health & Environment Safe Work Method Statement (SHESWMS) prior to undertaking works;
Drilling and logging of sixty one (61) boreholes using a track mounted drilling rig to assess the soil and rock profile;
Conducting Dynamic Cone Penetrometer (DCP) tests next to each borehole in order to determine the soil consistency;
Sampling of soils for thirty (30) Sulfate/Chloride tests for aggressivity, thirty (30) pH/electrical conductivity (EC) tests for salinity, thirty (30) cation exchange capacity (CEC) tests for sodicity, six (6)
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 7 of 25
California Bearing Ratio (CBR) tests for soil strength in regard to planned pavements, eleven (11) Shrink/Swell tests for soil reactivity and eight (8) Atterberg Limit tests for soil plasticity and classification; and
Preparation of this geotechnical and salinity investigation report outlining the investigation results, with conclusions and recommendations.
1.4 Previous Investigations There has not been a previous investigation done by ADE at 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW. The current geotechnical and salinity investigation was performed concurrently with environmental site assessments carried out by ADE and reported under separate cover.
1.5 Whole Report No one section or part of a section, of this report should be taken as giving an overall idea of this report. Each section must be read in conjunction with the whole of this report, including its appendices and attachments.
2 SITE IDENTIFICATION AND PHYSICAL SETTING 2.1 Site Description
The site is located at 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW. It is rectangular in shape with an approximate area of 60 Ha. The site comprised one currently occupied residential and market garden property identified as 259 Riverstone Road, Riverstone NSW, an operational warehouse facility identified as 280 Garfield Road East, Riverstone NSW, and vacant graded and natural land. The majority of the site was vacant and moderately grassed. The site was elevated at the northern section where the warehouse was built. Some mature trees were observed throughout the site. There was an access road observed within both of the properties which comprised of surficial roadbase materials (fill). Eight (8) water retention reservoirs were observed on the site. The reservoirs were not investigated during the site visit due to the presence of water. Further investigations should be carried out within those locations following dewatering.
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 8 of 25
2.2 Site Geology The Penrith 1:100 000 Geological Map (Refer to Figure 1 below) indicates that the site belongs to the Wianamatta Group and could be underlain by Shale, carbonaceous claystone, laminite, fine to medium grained lithic sandstone, rare coal and tuff.
Figure 1 Geological Map of Penrith 1:100 000 (Sourced from NSW Government, Department of Resources and Energy on 19/07/2017)
3 INVESTIGATION RESULTS 3.1 Fieldwork Description
The fieldworks were undertaken from 4th July to 17th July 2017. The field investigation comprised the drilling of sixty-one (61) boreholes (BH1 to BH61) to a maximum depth of 6.0 m bgl or refusal, with one borehole (BH16) extended to 9.0 m bgl due to the presence of deep undocumented fill soil. The drilling was carried out with a track mounted drill rig fully equipped for geotechnical investigations. The boreholes were logged onsite by an experienced geotechnical engineer in accordance with AS 1726 – 1993, Geotechnical Site Investigations. Approximate locations of boreholes are shown on the site plan (Refer to Appendix I – Site Plan). 3.2 Fieldwork Results
Borehole logs undertaken onsite by ADE illustrate the subsurface materials and estimated depths at which the materials changed (Refer to Appendix II – Borehole Logs). A summary of a geotechnical model representing conditions encountered during the investigation is given in Table 3.1 below.
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 9 of 25
Table 3.1 Summary of Geotechnical Model
Material encountered, borehole (BH) and depth (m)
bgl
BH01 (m)
BH02 (m)
BH03 (m)
BH04 (m)
BH05 (m)
BH06 (m)
BH07 (m)
BH08 (m)
BH09 (m)
BH10 (m)
BH11 (m)
BH12 (m)
BH13 (m)
BH14 (m)
BH15 (m)
TOPSOIL 0.0-0.4 0.0-0.3 0.0-0.5 0.0-0.4 0.0-0.5 0.0-0.3 0.0-0.3 0.0-0.5 0.0-0.5 0.0-0.4 0.0-0.3 0.0-0.2 - 0.0-0.5 -
Silty CLAY (FILL) - - - - - - - - - - - 0.2-0.6 0.0-2.8 - 0.0-1.0
Silty CLAY (RESIDUAL) 0.4-2.0 0.3-1.7 0.5-3.0 0.4-4.8 0.5-2.6 0.3-2.5 0.3-1.8 0.5-2.5 0.5-5.4 0.4-2.8 0.3-2.8 0.6-2.5 2.8-5.5 0.5-6.0 1.0-2.5
Extremely Weathered SHALE (BEDROCK)
>2.0 >1.7 >3.0 >4.8 >2.6 >2.5 >1.8 >2.5 >5.4 >2.8 >2.8 >2.5 >5.5 - >2.5
Material encountered, borehole (BH) and depth (m)
bgl
BH16 (m)
BH17 (m)
BH18 (m)
BH19 (m)
BH20 (m)
BH21 (m)
BH22 (m)
BH23 (m)
BH24 (m)
BH25 (m)
BH26 (m)
BH27 (m)
BH28 (m)
BH29 (m)
BH30 (m)
TOPSOIL 0.0-0.4 - - 0.0-0.4 0.0-0.5 0.0-0.3 0.0-0.3 0.0-0.3 0.0-0.3 0.0-0.3 0.0-0.3 0.0-0.3 0-0.3 0.0-0.3 0-0.3
Silty CLAY (FILL) 0.4-5.4 0.0-3.6 0.0-2.8 - - - - - - - - - -
Silty CLAY (RESIDUAL) 5.4-8.0 3.6-4.4 2.8-5.0 0.4-3.8 0.5-4.3 0.3-2.5 0.3-1.8 0.3-1.8 0.3-3.0 0.3-6.0 0.3-4.2 0.3-1.2 0.3-3.0 0.3-1.8 0.3-3.0
Extremely Weathered SHALE (BEDROCK)
>8.0 >4.4 >5.0 >3.8 >4.3 >2.5 >1.8 >1.8 >3.0 >6.0 >4.2 - >3.0 >1.8 >3.0
Material encountered, borehole (BH) and depth
(m) bgl
BH31 (m)
BH32 (m)
BH33 (m)
BH34 (m)
BH35 (m)
BH36 (m)
BH37 (m)
BH38 (m)
BH39 (m)
BH40 (m)
BH41 (m)
BH42 (m)
BH43 (m)
BH44 (m)
BH45 (m)
TOPSOIL 0.0-0.3 0.0-0.3 0.0-0.3 0.0-0.3 0.0-0.4 0.0-0.3 0.0-0.3 0.0-0.3 0.0-0.3 0.0-0.3 0.0-0.3 0.0-0.3 0-0.4 0.0-0.3 0-0.3
Silty CLAY (FILL) - - - - - - - - - - - - - -
Silty CLAY (RESIDUAL) 0.3-6.0 0.3-1.4 0.3-1.6 0.3-1.8 0.4-4.9 0.3-1.8 0.3-1.4 0.3-1.4 0.3-1.2 0.3-2.2 0.3-4.6 0.3-2.8 0.4-1.4 0.3-1.8 0.3-2.2
Extremely Weathered SHALE (BEDROCK)
>6.0 - >1.6 >1.8 >4.9 >1.8 - >1.4 - >2.2 >4.6 >2.8 >1.4 >1.8 >2.2
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 10 of 25
Table 3.1 Summary of Geotechnical Model Continued…
Material encountered, borehole (BH) and
depth (m) bgl
BH46 (m)
BH47 (m)
BH48 (m)
BH49 (m)
BH50 (m)
BH51 (m)
BH52 (m)
BH53 (m)
BH54 (m)
BH55 (m)
BH56 (m)
BH57 (m)
BH58 (m)
BH59 (m)
BH60 (m)
BH61 (m)
TOPSOIL 0.0-0.3 0.0-0.3 0.0-0.4 0.0-0.4 0.0-0.3 0.0-0.3 0.0-0.2 0.0-0.4 0.0-0.4 0.0-0.3 0.0-0.3 0.0-0.4 0-0.4 0.0-0.4 0-0.3 0-0.4
Silty CLAY (FILL) - - - - - - - - - - - - - - -
Silty CLAY (RESIDUAL) 0.3-4.5 0.3-2.7 0.4-1.4 0.4-1.4 0.3-0.5 0.3-2.8 0.2-4.5 0.4-1.6 0.4-3.7 0.3-1.5 0.4-1.5 0.4-1.8 0.4-2.5 0.4-1.6 0.3-1.5 0.4-2.1
Extremely Weathered SHALE (BEDROCK)
>4.5 >2.7 >1.4 >1.4 >0.5 >2.8 - >1.6 >3.7 >1.5 >1.5 >1.8 >2.5 >1.6 >1.5 >2.1
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 11 of 25
3.3 Dynamic Cone Penetrometer (DCP) Testing
Sixty-one (61) DCP tests were undertaken next to each borehole until refusal was encountered. DCP tests were undertaken in order to assess the soil consistency. The test procedure was undertaken in accordance with AS1289.6.3.2 Soil strength and consolidation tests—Determination of the penetration resistance of a Soil—9 kg dynamic cone penetrometer test. DCP tests involved driving a steel probe into the ground using a standard weight sliding hammer and measuring the penetration resistance at 100 mm depth intervals (Refer to Appendix III – Analytical Reports). 3.4 Groundwater
During the investigation, six groundwater monitoring wells (GW1 to GW6) were installed to monitor the standing water level. The groundwater was also encountered in some of the boreholes while they were remained open for a short period. The following table shows a summary of the groundwater levels encountered and measured during the investigation: Table 3.2 Summary of Groundwater Levels
Borehole No.
BH01 BH07/ GW1
BH09/ GW2
BH14 BH16 BH19 BH25 BH28/ GW3
BH31/ GW4
BH52/ GW6
BH54/ GW5
Depth (m) bgl
5.4 3.9 5.2 4.8 5.4 3.0 3.8 - 4.5 1.5 -
3.5 Laboratory Testing Results
3.5.1 California Bearing Ratio
Samples for six (6) CBR tests were collected to assess soil strength for the proposed roads and the results are summarised in the following Table 3.3. The samples were compacted to 100% of Standard maximum dry density and were soaked for 4 days with a surcharge of 4.5 kg (Refer to Appendix III – Analytical Reports).
Table 3.3 California Bearing Ratio Results
CBR No. Borehole Material Description CBR (%)
CBR 1 BH08 Silty CLAY 5
CBR 2 BH48 Silty CLAY 6
CBR 4 BH23 Silty CLAY 3
CBR 4 BH59 Silty CLAY 4
CBR 5 BH28 Silty CLAY 6
CBR 6 BH41 Silty CLAY 4
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
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3.5.2 Shrink Swell Index Eleven (11) Shrink/Swell index tests were carried out on undisturbed tube samples (U50) recovered from the boreholes. Please refer to Appendix III – Analytical Results for Shrink/Swell test result details. The shrink-swell index test results are summarised in the Table 3.4 below.
Table 3.4 Shrink/Swell Index Test Results
Sample No. Depth (m) bgl Soil Description Shrink/Swell Index, Iss (%)
SS1 BH01: 0.3 – 0.6 Silty CLAY 2.4
SS2 BH12: 1.0-1.3 Silty CLAY 3.8
SS3 BH04: 0.8 – 1.1 Silty CLAY 1.8
SS4 BH20: 1.2 – 1.5 Silty CLAY 3.1
SS5 BH58: 0.5 – 0.8 Silty CLAY 1.8
SS6 BH42: 0.3 – 0.6 Silty CLAY 0.8
SS7 BH51: 1.5 – 1.8 Silty CLAY 0.8
SS8 BH31: 1.0 – 1.3 Silty CLAY 1.1
SS9 BH29: 0.4 – 0.8 Silty CLAY 3.0
SS10 BH44: 0.3 – 0.6 Silty CLAY 3.8
SS11 BH33: 0.3 – 0.6 Silty CLAY 3.4
3.5.3 Atterberg Limits Eight (8) Atterberg Limit tests were carried out on the U50 tube samples recovered from the boreholes. Please refer to Appendix III – Analytical Results for Atterberg Limits test result details. The results are summarised in the table below.
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
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Table 3.5 Atterberg Limits Test Results
Sample No. Depth (m) bgl Soil Description Liquid Limit (%) Plastic Limit
(%) Plasticity Index
(%)
PI1 BH01: 0.3 – 0.6 Silty CLAY 56 20 36
PI2 BH12: 1.0-1.3 Silty CLAY 63 24 40
PI3 BH04: 0.8 – 1.1 Silty CLAY 49 17 33
PI5 BH51: 1.5 – 1.8 Silty CLAY 47 18 29
PI6 BH31: 1.0 – 1.3 Silty CLAY 38 16 23
PI7 BH29: 0.4 – 0.8 Silty CLAY 52 21 31
PI8 BH33: 0.3 – 0.6 Silty CLAY 43 17 26
PI9 BH41: 1.0 – 1.2 Silty CLAY 46 17 29
4 GEOTECHNICAL ENGINEERING ASSESSEMENT AND RECOMMENDATIONS 4.1 Subsurface Profile
The subsurface profile encountered across the site predominantly consisted of TOPSOIL and FILL overlying RESIDUAL Silty CLAY and extremely weathered SHALE. A general summary of the soil and rock that were encountered during the investigation are shown in Table 4.1 below. For additional details refer to the boreholes logs in Appendix II.
Table 4.1 Generalised Subsurface Profile
Unit No. Layers Material Description Depth To Top of
Layer (m) bgl Layer Thickness
(m)
1 TOPSOIL Silty CLAY – Sandy CLAY, dark brown.
0.0 0.3-0.5
2 FILL Gravelly SAND to Sandy/Silty CLAY, low to medium plasticity, dark brown/brown.
0.0-0.2 0.4 – 5.0
3 Silty CLAY (RESIDUAL) Silty CLAY – medium to high plasticity, brown / dark brown / grey/ reddish brown.
0.2-5.4 0.2-5.7
4 SHALE (BEDROCK) Extremely weathered and very low strength
0.5-8.0 NA
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 14 of 25
4.2 Site Classification After stripping the topsoil and fill (shallow fill), preliminarily a majority of the site could be classified as moderately reactive clay or silt sites which may experience moderate ground movement from moisture changes with a characteristic surface movement of 20 to 40 mm (Class ‘M’) to highly reactive clay sites, which may experience high ground movement from moisture changes with a characteristic surface movement of 40 to 60mm (Class ‘H’). Due to the presence of undocumented fill at borehole locations BH13 and BH15 to BH18, preliminarily these areas are classified as Class ‘P’. These areas should be reclassified following site earthworks. Final site classification will depend on earthwork performed for the planned development and should be confirmed during/following site earthworks by an experienced geotechnical engineer. All building foundations should be designed and constructed in accordance with AS 2870-2011, using final site classification information. 4.3 Existing Reservoirs During the field investigation, it was not possible to gain access to reservoir interiors located within the site due to the presence of water. We recommend that further investigations be carried out at a later stage after dewatering of the existing reservoir bottoms to assess the soil and rock conditions, particularly the potential for siltation and soft sediment accumulations. When details of the development are known for the reservoir locations and following these investigations, further geotechnical advice should also be sought for backfilling of the existing reservoirs wherein these areas are to be developed as residential subdivisions.
4.4 Foundations and Bearing Capacity 4.4.1 Shallow Foundations The results of the investigation suggest that the site is predominantly underlain by topsoil, fill, residual silty clay and extremely weathered shale. The soils across a majority of the site allows for stiffened raft slabs, strip footings or pad footings (except where Class P locations were identified) to support the proposed low rise structures for residential subdivision lots. Footings founded within the stiff or better residual Silty CLAY or compacted/engineered fill at 1.0 m minimum embedment may be designed for a maximum allowable bearing pressure of 100 kPa. The settlement of footings under such pressure is assessed to be unlikely to exceed 20 mm. It should be noted that the depth of the footing base should be analysed from the lowest ground surface in the immediate vicinity of the footing. If the excavation is extended into the extremely low strength shale, footings founded within shale of at least very low strength may be designed for a maximum allowable bearing pressure of 500kPa, with a comparable settlement. These allowable bearing pressures and settlement prediction were based on the ground profile obtained from the widely spaced boreholes. Therefore, the foundation material should be confirmed by an experienced geotechnical engineer prior to placement of foundation concrete.
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 15 of 25
4.4.2 Deep Foundations
For Class P locations, supplementary geotechnical information and reclassification following earthworks will be required to allow shallow footings. Alternatively, deep pile foundations founded within the natural stiff or better residual silty clay or shale would be appropriate for Class P locations. Pile foundations, such as bored piers founded within stiff residual silty clay, could be proportioned using an allowable end bearing pressure of 100 kPa. Piles could also be founded within the extremely low strength shale using an allowable end bearing pressure of 500 kPa. These piles should embedded at least 1.5 times the pile diameter into the shale. Following excavation of pile foundations and prior to the placement of concrete we recommend that all foundations to be inspected by a suitably qualified geotechnical engineer to confirm the founding conditions and minimum embedment depth.
5 SALINITY, AGGRESSIVITY AND SODICITY ASSESSMENT 5.1 Salinity
Soil salinity is often assessed with respect to electrical conductivity of a 1:5 soil:water extract (EC 1:5). This value can be converted to the electrical conductivity of a saturated extract (ECe) by multiplication with a factor dependent upon soil texture values ranging from 6 to 17 for the soil type. Richards (1954) and Hazelton and Murphy (1992) classified soil salinity on the basis of ECe, and described the implications of the salinity classes on agriculture as follows, where ECe is measured in deciSiemens per meter (dS/m): Table 5.1 Soil Salinity Classification
Class ECe (dS/m) Implication
Non Saline <2 Salinity effects mostly negligible
Slightly Saline 2 – 4 Yields of sensitive crops affected
Moderately Saline 4 – 8 Yields of many crops affected
Very Saline 8 – 16 Only tolerant crops yield satisfactorily
Highly Saline >16 Only a few very tolerant crops yield satisfactorily Note: This classification scheme is based on agricultural sensitivity. At this point in time no structure-based classification system exists.
5.2 Aggressivity The following tables are developed from AS 2159 – 2009 Piling Design and Installation, and were used to classify the soil aggressivity in regard to concrete and steel. Table 5.2 Exposure Classification for Concrete Piles
Sulfates SO4 (ppm) in soil
pH Chlorides (ppm) in water Soil conditions – B (low permeability
soils such as silts and clays)
<5000 >5.5 <6000 Non-aggressive
5000 – 10000 4.5 – 5.5 6000 – 12000 Mild
10000 – 20000 4 – 4.5 12000 – 30000 Moderate
> 20000 <4 > 30000 Severe
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 16 of 25
Table 5.3 Exposure Classification for Steel Piles
Chlorides (ppm) in soil
pH Resistivity Ohms Soil conditions – B (low permeability
soils such as silts and clays)
<5000 >5 >5000 Non-aggressive
5000 – 10000 4 – 5 2000 – 5000 Non-aggressive
10000 – 20000 3 – 4 1000 – 2000 Mild
> 20000 <3 <1000 Moderate
5.3 Sodicity Sodic soils may be affected by very severe surface crusting, very low infiltration and hydraulic conductivity, very hard and dense subsoils, high susceptibility to gully erosion and tunnel erosion. Sodicity also affects the shrink – swell properties of a soil. The general rating of sodicity as shown in the Department of Land and Water Conservation (DLWC) 2002 publication Site Investigations for Urban Salinity is given in Table 4 below: Table 5.4 Sodicity Rating
ESP % Rating
>5 Non-sodic
5 – 15 Sodic
>15 Highly Sodic
5.4 Results
Selected samples from the boreholes were tested in a NATA accredited laboratory to determine soil aggressivity, sodicity and salinity. Table 5.5 on the following page presents a summary of the results (Refer to Appendix III – Analytical Reports).
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 17 of 25
Table 5.5 Aggressivity and Salinity Classification
Sample Depth (m) bgl
pH Chloride
(ppm)
Sulfate SO4
(ppm)
Aggressivity
ESP (%) Sodicity
Class
Soil Texture Group
Textural Factor
(M) (DWLC)
EC 1:5 (Lab)
(dS/m)
ECe (MXEC1:5)
(dS/m)
Salinity Class
(Richards 1954)
To Concrete
To Steel
AS 2159
BH01 0.5 6 800 70 Non-
aggressive Non-
aggressive 16.9
Highly Sodic
Medium & Heavy
Clays 7 0.239 1.673 Non Saline
BH03 2.5 5.5 16.9 80 Mild Non-
aggressive 11 Sodic
Clay Loams
8.6 0.279 2.3994 Slightly Saline
BH05 1 5.5 240 80 Mild Non-
aggressive 13.8 Sodic
Medium & Heavy
Clays 7 0.175 1.225 Non Saline
BH07 1 8.8 <10 20 Non-
aggressive Non-
aggressive 12.2 Sodic
Clay Loams
8.6 0.106 0.9116 Non Saline
BH09 1.5 5.8 990 40 Non-
aggressive Non-
aggressive 12.7 Sodic
Light Clays
8.6 0.589 5.0654 Moderately
Saline
BH11 1.5 6.8 80 140 Non-
aggressive Non-
aggressive 12.5 Sodic
Light Clays
8.6 0.058 0.4988 Non Saline
BH13 3 8 400 150 Non-
aggressive Non-
aggressive 14.3 Sodic
Light Clays
8.6 0.306 2.6316 Slightly Saline
BH14 0.5 6.5 1360 230 Non-
aggressive Non-
aggressive 8.4 Sodic
Light Clays
8.6 1.121 9.6406 Very Saline
BH15 2 7 500 70 Non-
aggressive Non-
aggressive 12.4 Sodic
Clay Loams
8.6 0.377 3.2422 Slightly Saline
BH19 2 7.1 600 20 Non-
aggressive Non-
aggressive 9.7 Sodic
Light Clays
8.6 0.274 2.3564 Slightly Saline
BH26 1 4.5 2210 <10 Mild Non-
aggressive 15.5
Highly Sodic
Medium & Heavy
Clays 7 1.092 7.644
Moderately Saline
BH30 2 6.7 1290 130 Non-
aggressive Non-
aggressive 9.4 Sodic
Light Clays
8.6 0.735 6.321 Moderately
Saline
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 18 of 25
Table 5.5 Aggressivity and Salinity Classification Continued...
Sample Depth (m) bgl
pH Chloride
(ppm)
Sulfate SO4
(ppm)
Aggressivity
ESP (%) Sodicity
Class
Soil Texture Group
Textural Factor
(M) (DWLC)
EC 1:5 (Lab)
(dS/m)
ECe (MXEC1:5)
(dS/m)
Salinity Class
(Richards 1954)
To Concrete
To Steel
AS 2159
BH36 0.5 5.7 520 50 Non-
aggressive Non-
aggressive 52.1
Highly Sodic
Medium & Heavy
Clays 7 0.329 2.303
Slightly Saline
BH41 1.5 8.8 700 140 Non-
aggressive Non-
aggressive 11.7 Sodic
Medium & Heavy
Clays 7 0.277 1.939 Non Saline
BH43 1.5 9.2 20 <10 Non-
aggressive Non-
aggressive 6 Sodic
Clay Loams
8.6 0.111 0.9546 Non Saline
BH45 2 7.3 640 70 Non-
aggressive Non-
aggressive 7.9 Sodic
Clay Loams
8.6 0.374 3.2164 Slightly Saline
BH50 0.5 9.6 80 40 Non-
aggressive Non-
aggressive 32.6
Highly Sodic
Light Clays
8.6 0.188 1.6168 Non Saline
BH53 1 5.7 220 90 Non-
aggressive Non-
aggressive 9.7 Sodic
Medium & Heavy
Clays 7 0.101 0.707 Non Saline
BH55 1.5 4.4 1890 <10 Moderate Non-
aggressive 12.7 Sodic
Medium & Heavy
Clays 7 1.019 7.133
Moderately Saline
BH56 1 4.6 1050 430 Mild Non-
aggressive 11.1 Sodic
Medium & Heavy
Clays 7 0.697 4.879
Moderately Saline
BH57 0.5 6.4 410 120 Non-
aggressive Non-
aggressive 15 Sodic
Medium & Heavy
Clays 7 0.121 0.847 Non Saline
BH59 2 8.9 100 30 Non-
aggressive Non-
aggressive 7.2 Sodic
Clay Loams
8.6 0.196 1.6856 Non Saline
BH61 0.5 4.8 1400 <10 Mild Non-
aggressive 7.8 Sodic
Medium & Heavy
Clays 7 0.714 4.998
Moderately Saline
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
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Page 19 of 25
5.5 Discussion The following section outlines the findings from the salinity assessment and comments further on the salinity risk, aggressivity (both to concrete and steel) and sodicity at the site.
5.5.1 Salinity
The majority of the soil samples tested were classified as non to moderately saline with one sample resulting in a very saline soil. Soils collected and tested were from within the upper 3.0 m of the ground surface at the site.
5.5.2 Aggressivity
During the assessment, all soil samples tested within the upper 3.0 m bgl were determined to be non-aggressive to steel and non-aggressive to mildly aggressive to concrete.
5.5.3 Sodicity
During the assessment, all soil samples tested were classified as sodic to highly sodic. Sodic soils have low permeability due to infilling of interstices with fine clay particles during the weathering process, resulting in restriction of the infiltration of surface water and potentially creating perched water tables, seepage in cut faces or ponding of water in flat open areas. In addition, sodic soils tend to erode when exposed. Therefore, management of sodic soils is highly recommended to prevent these adverse effects.
6 MANAGEMENT STRATEGIES
6.1 Sodic Soils
The following management strategies are recommended due to the sodic soils at the site:
Subsoil drainage is to be provided in order to prevent water ponding at the surface.
Sodic soils can also be managed by maintaining vegetation where possible and planting new salt tolerant species. The addition of organic matter, gypsum and lime can also be considered where appropriate. Following the addition of gypsum, it might take some time for the reduction of sodicity levels and subsequently providing sufficient infiltration and leaching of sodium into the subsoils. However, capping of exposed sodic material should remain the primary management method. Adding topsoil or organic matter after the bulk excavation might help in infiltration and leaching of sodium.
The water collection in low lying areas, in depressions, or behind fill should be avoided. This can lead to water logging of the soils, evaporation of salt concentration and eventual breakdown in soil structure resulting in accelerated erosion.
Drainage provision should be provided for any type of structures and pavements. There should not be excessive concentrations of runoff or ponding that would lead to water logging of the pavement and additional recharge to the groundwater through any more permeable zones in the underlying filling material.
Surface drains should generally be provided along the top of batter slopes to reduce the potential for concentrated flows of water down slopes, possibly causing scour.
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 20 of 25
6.2 Earthworks
The proposed development likely involves multiple buildings at the site, single and dual storey structures,
with on-site roadways and footpaths. The methodologies of the clearing and foundation preparation should
take into account the following recommendations:
• Vegetation cover should be established on all soil surfaces as much as practical;
• Soil surfaces should be graded to prevent the ponding of water;
• Subsoil drainage should be considered in areas where accumulation of groundwater may occur; and
• Implementing sediment controls where necessary such as sediment traps and silt fencing.
6.3 Roads, Footpaths, Hardstand Areas, Gardens and Landscape Areas
The proposed development will include the construction of new roads, footpaths and other hardstand areas,
gardens and landscape areas. The proposed recommendations include:
Roads, footpaths and hardstand surfaces should be well graded at all times to prevent ponding of
surface water and subsequent infiltration into the underlying soils;
Connections between the concrete surfaces and stormwater drainage infrastructure should be
designed, constructed and maintained to restrict infiltration into underlying soils;
Services that are to be located below the roads, footpaths and hardstand surfaces should be installed
at the time of construction;
Areas of established vegetation (in particular large trees) should be retained, if practicable;
Selection of plant species should consider the soil conditions; and
Recharge of groundwater and potential for water logging should be minimised through adopting
plant species with minimal watering requirements.
6.4 Surface Water, Stormwater and Drainage
Disturbance of natural drainage patters should be reduced. If disturbed or altered, appropriate
artificial drainage should be installed;
Stormwater and surface water should be managed to restrict infiltration;
Temporary water retaining structures used during construction should be managed to restrict water
infiltration into the underlying soils;
Stormwater and surface water infrastructure should be designed and constructed to minimise the
likelihood of leakage; and
Surface water runoff should be directed around all exposed surfaces, temporary stockpiles and
landscaped areas.
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 21 of 25
6.5 Concrete Recommendations
Where materials are classified as non-aggressive to concrete piles, piles should have a minimum
strength of 32 MPa and a minimum cover to reinforcement of 45 mm (in accordance with AS 2159);
and
Where materials are classified as mildly aggressive to concrete piles, piles should have a minimum
strength of 32 MPa and a minimum cover to reinforcement of 60 mm to limit the corrosive effects of
the surrounding materials (in accordance with AS 2159).
6.5.1 Salinities less than 4 dS/m (Non-saline to slightly saline)
The following recommendations are provided in accordance with AS 3600 – Concrete Structures.
Where materials are classified as non-aggressive to concrete, slabs and foundations should have a
minimum strength of 20 MPa and should be allowed to cure for a minimum of three (3) days;
Where materials are classified as mildly aggressive to concrete, slabs and foundations should have a
minimum strength of 25 MPa and should be allowed to cure for a minimum of three (3) days; and
Where materials are classified as moderately aggressive to concrete, slabs and foundations should
have a minimum strength of 32 MPa and should be allowed to cure for a minimum of seven (7) days.
6.5.2 Salinities of 4 - 8 dS/m (Moderately saline)
The following recommendations are provided in accordance with AS 3600 – Concrete Structures.
Where materials are classified as non-aggressive and mildly aggressive to concrete, slabs and
foundations should have a minimum strength of 25 MPa, a minimum cover to reinforcement of 45
mm from unprotected ground and should be allowed to cure for a minimum of three (3) days;
Where materials are classified as moderately aggressive to concrete, slabs and foundations should
have a minimum strength of 32 MPa and should be allowed to cure for a minimum of seven (7) days.
6.5.3 Salinities of 8 - 16 dS/m (Very saline)
The following recommendations are provided in accordance with AS 3600 – Concrete Structures.
Where materials are classified as non-aggressive, mildly aggressive and moderately aggressive to
concrete, slabs and foundations should have a minimum strength of 32 MPa, a minimum cover to
reinforcement of 50mm from unprotected ground and should be allowed to cure for a minimum of
seven (7) days.
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd.
Unit 6/7 Millennium Court
Silverwater, NSW 2128
ADE Consulting Group Pty Ltd
Unit 1 / 291 Rathmines Street
Thornbury, VIC 3071
NSW: (02) 8541 7214
VIC: 1300 796 922
site: www.ADenvirotech.com.au
e-mail: [email protected]
14 617 358 808
Page 22 of 25
7 LIMITATIONS This report has been prepared for use by the Client who has commissioned the works in accordance with the project brief only, and has been based on information provided by the Client. The advice herein relates only to this project and all results, conclusions and recommendations made should be reviewed by a competent and experienced person with experience in environmental and geotechnical investigations, before being used for any other purpose. ADE Consulting Group Pty Ltd (ADE) accepts no liability for use or interpretation by any person or body other than the Client who commissioned the works. This report should not be reproduced or amended in any away without prior approval by the client or ADE and should not be relied upon by any other party, who should make their own independent enquiries. This report does not provide a complete assessment of the geotechnical status of the site and it is limited to the scope defined herein. Should information become available regarding conditions at the site (e.g., Conditions exposed at the site during earthworks varying significantly with the results within this report), ADE reserves the right to review the report in the context of the additional information. ADE’s professional opinions are based upon its professional judgement, experience, training and results from analytical data. In some cases further testing and analysis may be required, thus producing different results and/or opinions. ADE has limited investigation to the scope agreed upon with its Client. This report has been written with the intent of providing information of the site subsurface to the Client for design and construction purposes. Subsurface conditions relevant to the works undertaken by the Client should be assessed by a competent contractor who can make their own interpretation of the data represented within this report. Subsurface conditions will always vary within a worksite and the extremes of these variations cannot be defined by exhaustive investigations, and as such, the measurements and values obtained within this result may not be representative of these extremes.
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd. Unit 6/7 Millennium Court Silverwater, NSW 2128
ADE Consulting Group Pty Ltd Unit 1 / 291 Rathmines Street Thornbury, VIC 3071
NSW: (02) 8541 7214 VIC: 1300 796 922
site: www.ADenvirotech.com.au e-mail: [email protected]
14 617 358 808
Page 23 of 25
APPENDIX I SITE PLAN
PRELIMINARY Pl.AN ONLY LOT .. ... I ~IMENSIONS AND AREAS SUBJECT I 1:2000 eA1
® - -TO SURVEY & REGISTRATION OF CONCEPT SUBOMSION AND ILP OVERLAY ON NEAAMAP OVER .... THE FINAL Pl.AN AT LPI NSW lOTS 2& 3 01'523552 0111 23-MAA-2011 tlOOO
DW.ttOO 259 RIVERSTONE ROAD, RIVERSTONE -~ """ GWE JOr- GWE I""'"-
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~ ........ l-M!t.Mt» c.:uou~ 16.\f~lil , .......
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-"'""" --~ IQ.\IS="'
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New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd. Unit 6/7 Millennium Court Silverwater, NSW 2128
ADE Consulting Group Pty Ltd Unit 1 / 291 Rathmines Street Thornbury, VIC 3071
NSW: (02) 8541 7214 VIC: 1300 796 922
site: www.ADenvirotech.com.au e-mail: [email protected]
14 617 358 808
Page 24 of 25
APPENDIX II BOREHOLE LOGS
SS01-BH01PI01-BH01
BH05-0.5m x 5
Stiff / Very Stiff
Hard
CL
CH
CL
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown mottled grey, with shalefragments, slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 01 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 01PAGE 1 OF 1
COMPLETED 4/7/17DATE STARTED 4/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'9.91"S, 150°52'53.42"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Firm
Stiff / Very Stiff
Hard
CL
CH
CL
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown mottled grey, with shalefragments, slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 02 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 02PAGE 1 OF 1
COMPLETED 4/7/17DATE STARTED 4/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'7.74"S, 150°52'57.31"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH03-2.5m x 5
Firm
Stiff / Very Stiff
Hard
CL
CH
CL
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown mottled grey, with shalefragments, slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 03 terminated at 3.2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 03PAGE 1 OF 1
COMPLETED 5/7/17DATE STARTED 5/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'5.15"S, 150°53'2.20"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
SS03-BH04PI03-BH4
Very Soft / Soft
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, light brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown mottled grey, with shalefragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 04PAGE 1 OF 2
COMPLETED 6/7/17DATE STARTED 6/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'3.09"S, 150°53'6.25"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T SHALE (BEDROCK): light grey, extremely weathered, very low strength.(continued)
Borehole BH 04 terminated at 6m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 04PAGE 2 OF 2
COMPLETED 6/7/17DATE STARTED 6/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'3.09"S, 150°53'6.25"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH05-1.0m x 5
Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, light brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown mottled grey, with shalefragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 05 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 05PAGE 1 OF 1
COMPLETED 6/7/17DATE STARTED 6/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°39'59.76"S, 150°53'12.73"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Firm
Stiff / Very Stiff
Hard
CL
CH
CL
CL
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, light brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, light brown, with shalefragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 06 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 06PAGE 1 OF 1
COMPLETED 4/7/17DATE STARTED 4/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'11.60"S, 150°52'54.87"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH07-1.0 x 5
Firm
Stiff / Very Stiff
Hard
CL
CH
CL
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organicmatter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown mottled grey,with shale fragments, slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very lowstrength.
Borehole BH 07 / GW1 terminated at 4.9m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 07 / GW1PAGE 1 OF 1
COMPLETED 4/7/17DATE STARTED 4/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'9.08"S, 150°52'59.04"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
WellDetails
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
CBR01-BH08
Stiff / Very Stiff
Hard
CL
CH
CL
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 08 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 08PAGE 1 OF 1
COMPLETED 5/7/17DATE STARTED 5/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'7.06"S, 150°53'4.08"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH09-1.5m x 5
Soft / Firm
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organicmatter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown mottled grey, withshale fragments, moist.
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 09 / GW2PAGE 1 OF 2
COMPLETED 6/7/17DATE STARTED 6/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'2.27"S, 150°53'11.25"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
WellDetails
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T CH Silty CLAY (RESIDUAL): high plasticity, brown mottled grey, withshale fragments, moist. (continued)
SHALE (BEDROCK): light grey, extremely weathered, very lowstrength.
Borehole BH 09 / GW2 terminated at 5.8m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 09 / GW2PAGE 2 OF 2
COMPLETED 6/7/17DATE STARTED 6/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'2.27"S, 150°53'11.25"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
WellDetails
RL(m)
Depth(m)
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Firm
Stiff / Very Stiff
Hard
CL
CH
CL
CL
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 10 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 10PAGE 1 OF 1
COMPLETED 6/7/17DATE STARTED 6/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'0.47"S, 150°53'15.42"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH11-1.5m x 5
Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown mottled grey, moist.
Silty CLAY (RESIDUAL): high plasticity, brown mottled grey, with shalefragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 11 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 11PAGE 1 OF 1
COMPLETED 4/7/17DATE STARTED 4/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'13.71"S, 150°52'56.03"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
SS02-BH12PI02-BH12
Soft / Firm
Stiff / Very Stiff
Hard
CL
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter andsand, moist.
Sandy CLAY (FILL): low plasticity, dark brown, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium / high plasticity, light brown, with shalefragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 12 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 12PAGE 1 OF 1
COMPLETED 4/7/17DATE STARTED 4/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'11.59"S, 150°52'59.89"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH13-3.0m x 5
SP
CL
CH
CH
Gravelly SAND (FILL): fine to coarse, brown / grey, moist.
Silty CLAY (FILL): medium plasticity, brown, trace of gravel, moist.
Silty CLAY (RESIDUAL): high plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium / high plasticity, brown, with shalefragments, moist.
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 13PAGE 1 OF 2
COMPLETED 5/7/17DATE STARTED 5/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'7.57"S, 150°53'7.35"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T CH Silty CLAY (RESIDUAL): medium / high plasticity, brown, with shalefragments, moist. (continued)
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 13 terminated at 6m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 13PAGE 2 OF 2
COMPLETED 5/7/17DATE STARTED 5/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'7.57"S, 150°53'7.35"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH14-0.5 x 5
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown / light brown, moist.
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 14PAGE 1 OF 2
COMPLETED 6/7/17DATE STARTED 6/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'5.30"S, 150°53'10.29"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T CH
CH
Silty CLAY (RESIDUAL): high plasticity, brown / light brown, moist.(continued)
Silty CLAY (RESIDUAL): high plasticity, brown, with shale fragments, moist.
Borehole BH 14 terminated at 6m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 14PAGE 2 OF 2
COMPLETED 6/7/17DATE STARTED 6/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'5.30"S, 150°53'10.29"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH15-2.0m x 5
SP
CL
CH
CL
Gravelly SAND (FILL): fine to coarse, dark grey, moist.
Silty CLAY (FILL): medium plasticity, brown, moist.
Silty CLAY (RESIDUAL): high plasticity, redish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown / grey, with shalefragments, slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 15 terminated at 2.6m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 15PAGE 1 OF 1
COMPLETED 6/7/17DATE STARTED 6/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'2.08"S, 150°53'16.46"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Soft / Firm
Stiff / Very Stiff
CL
CL
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter andgravel, moist.
Silty CLAY (FILL): low plasticity, dark brown, trace of gravel, moist / dry.
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 16PAGE 1 OF 2
COMPLETED 5/7/17DATE STARTED 5/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'16.18"S, 150°52'57.87"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T CL
CH
CL
Silty CLAY (FILL): low plasticity, dark brown, trace of gravel, moist / dry.(continued)
Silty CLAY (RESIDUAL): high plasticity, redish brown, wet.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,wet.
Borehole BH 16 terminated at 9m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 16PAGE 2 OF 2
COMPLETED 5/7/17DATE STARTED 5/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'16.18"S, 150°52'57.87"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T SP
CL
CL
CL
Gravelly SAND (FILL): fine to coarse, brown / grey, moist.
Sandy CLAY (FILL): low plasticity, dark brown, trace of gravel, moist.
Silty CLAY (FILL): medium plasticity, dark brown, trace of gravel, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown mottled grey, with shalefragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 17 terminated at 5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 17PAGE 1 OF 1
COMPLETED 5/7/17DATE STARTED 5/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'14.83"S, 150°53'0.69"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T SP
CL
CH
CL
CL
Gravelly SAND (FILL): fine to coarse, brown / grey, moist.
Silty CLAY (FILL): medium plasticity, dark grey, trace of gravel, moist.
Silty CLAY (RESIDUAL): high plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, reddish brown, with shalefragments, moist.
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 18PAGE 1 OF 2
COMPLETED 5/7/17DATE STARTED 5/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'8.82"S, 150°53'9.15"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 18 terminated at 6m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 18PAGE 2 OF 2
COMPLETED 5/7/17DATE STARTED 5/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'8.82"S, 150°53'9.15"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH19-2.0m x 5
Stiff / Very Stiff
Soft / Firm
Hard
CL
CL
CL
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown / dark brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown / dark brown, with shalefragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 19 terminated at 4.5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 19PAGE 1 OF 1
COMPLETED 6/7/17DATE STARTED 6/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'6.26"S, 150°53'13.86"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
SS04-BH20
Firm
Stiff / Very Stiff
Soft
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown mottled grey, moist.
Silty CLAY (RESIDUAL): high plasticity, grey / light brown, with shalefragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 20 terminated at 4.8m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 20PAGE 1 OF 1
COMPLETED 6/7/17DATE STARTED 6/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'4.15"S, 150°53'18.01"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH21-0.5 x 5
Firm
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium / high plasticity, brown, slightly moist.
Silty CLAY (RESIDUAL): high plasticity, grey / brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 21 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 21PAGE 1 OF 1
COMPLETED 12/7/17DATE STARTED 12/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'17.94"S, 150°52'59.06"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH22-1.5 x 5
Firm
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 22 terminated at 2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 22PAGE 1 OF 1
COMPLETED 12/7/17DATE STARTED 12/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'16.01"S, 150°53'2.18"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
CBR04-BH23
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 23 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 23PAGE 1 OF 1
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'13.41"S, 150°53'6.99"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, slightly moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 24 terminated at 4m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 24PAGE 1 OF 1
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'10.45"S, 150°53'12.64"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Firm
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium / high plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium / high plasticity, light brown, with shalefragments, slightly moist.
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 25PAGE 1 OF 2
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'8.33"S, 150°53'16.05"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T CH Silty CLAY (RESIDUAL): medium / high plasticity, light brown, with shalefragments, slightly moist. (continued)
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 25 terminated at 7m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 25PAGE 2 OF 2
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'8.33"S, 150°53'16.05"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH26-1.0 x 5
Stiff / Very Stiff
Hard
CL
CH
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium / high plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium / high plasticity, grey, moist.
Silty CLAY (RESIDUAL): medium / high plasticity, brown mottled grey, withshale fragments, slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 26 terminated at 4.5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 26PAGE 1 OF 1
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'6.71"S, 150°53'19.20"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
HA Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high / medium plasticity, brown, with shalefragments, moist.
Borehole BH 27 terminated at 1.2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 27PAGE 1 OF 1
COMPLETED 17/7/17DATE STARTED 17/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'19.79"S, 150°53'0.56"EEQUIPMENT Hand Auger
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
CBR5-BH28
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organicmatter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shalefragments, slightly moist.
SHALE (BEDROCK): grey to dark grey, distinctly weathered, lowto medium strength.
Borehole BH 28 / GW3 terminated at 3.9m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 28 / GW3PAGE 1 OF 1
COMPLETED 12/7/17DATE STARTED 12/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'17.54"S, 150°53'4.06"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
WellDetails
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
SS09-BH29PI07-BH29
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 29 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 29PAGE 1 OF 1
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'15.01"S, 150°53'8.72"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH30-2.0m x 5
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 30 terminated at 4m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 30PAGE 1 OF 1
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'12.12"S, 150°53'13.58"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
SS08-BH31PI06-BH31
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organicmatter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium to high plasticity, light brown,moist.
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 31 / GW4PAGE 1 OF 2
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'9.49"S, 150°53'17.91"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
WellDetails
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T CH Silty CLAY (RESIDUAL): medium to high plasticity, light brown,with shale fragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very lowstrength.
Borehole BH 31 / GW4 terminated at 7.5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 31 / GW4PAGE 2 OF 2
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'9.49"S, 150°53'17.91"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
WellDetails
RL(m)
Depth(m)
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
HA Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high / medium plasticity, brown, with shalefragments, moist.
Borehole BH 32 terminated at 1.4m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 32PAGE 1 OF 1
COMPLETED 17/7/17DATE STARTED 17/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'22.04"S, 150°53'2.03"EEQUIPMENT Hand Auger
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
SS11-BH33PI08-BH33
Firm
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium / high plasticity, brown mottled grey, withshale fragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 33 terminated at 2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 33PAGE 1 OF 1
COMPLETED 12/7/17DATE STARTED 12/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'19.24"S, 150°53'5.36"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 34 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 34PAGE 1 OF 1
COMPLETED 12/7/17DATE STARTED 12/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'17.02"S, 150°53'9.08"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, light brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown, with shale fragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 35PAGE 1 OF 2
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'13.87"S, 150°53'14.77"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T SHALE (BEDROCK): light grey, extremely weathered, very low strength.(continued)
Borehole BH 35 terminated at 5.5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 35PAGE 2 OF 2
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'13.87"S, 150°53'14.77"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH36-0.5m x 5
Firm
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown / grey, moist.
Silty CLAY (RESIDUAL): high plasticity, brown, with shale fragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 36 terminated at 2.5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 36PAGE 1 OF 1
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'10.08"S, 150°53'21.99"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
HA
BH37-1.0m x 5
Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high / medium plasticity, brown, with shalefragments, moist.
Borehole BH 37 terminated at 1.4m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 37PAGE 1 OF 1
COMPLETED 17/7/17DATE STARTED 17/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'23.48"S, 150°53'3.06"EEQUIPMENT Hand Auger
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH38-0.5m x 5
Firm
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown / grey, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 38 terminated at 2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 38PAGE 1 OF 1
COMPLETED 12/7/17DATE STARTED 12/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'21.44"S, 150°53'7.05"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH39-1.0m x 5
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, moist.
Auger Refusal @ 1.2mBorehole BH 39 terminated at 1.2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 39PAGE 1 OF 1
COMPLETED 12/7/17DATE STARTED 12/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'19.09"S, 150°53'11.26"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 40 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 40PAGE 1 OF 1
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'16.09"S, 150°53'16.22"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
CBR06-BH41,PI09-BH41
BH41-1.5m x 5
Soft / Firm
Hard
Stiff / Very Stiff
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 41 terminated at 5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 41PAGE 1 OF 1
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'13.71"S, 150°53'20.48"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
SS06-BH42
Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 42 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 42PAGE 1 OF 1
COMPLETED 7/7/17DATE STARTED 7/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'25.35"S, 150°53'4.47"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH43-1.5m x 5
Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 43 terminated at 1.5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 43PAGE 1 OF 1
COMPLETED 7/7/17DATE STARTED 7/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'23.39"S, 150°53'8.39"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
SS010-BH44PI08-BH44
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 44 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 44PAGE 1 OF 1
COMPLETED 12/7/17DATE STARTED 12/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'20.97"S, 150°53'13.37"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH45-2.0m x 5
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 45 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 45PAGE 1 OF 1
COMPLETED 10/7/17DATE STARTED 10/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'18.20"S, 150°53'18.63"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown / grey, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown / grey, with shalefragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 46 terminated at 5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 46PAGE 1 OF 1
COMPLETED 10/7/17DATE STARTED 10/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'16.13"S, 150°53'21.95"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Stiff / Very Stiff
Hard
CL
CH
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, light brown, moist.
Silty CLAY (RESIDUAL): high plasticity, grey, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 47 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 47PAGE 1 OF 1
COMPLETED 11/7/17DATE STARTED 11/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'14.04"S, 150°53'25.51"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
CBR02-BH48
Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 48 terminated at 1.5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 48PAGE 1 OF 1
COMPLETED 7/7/17DATE STARTED 7/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'26.71"S, 150°53'6.13"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 49 terminated at 1.5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 49PAGE 1 OF 1
COMPLETED 7/7/17DATE STARTED 7/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'24.90"S, 150°53'9.73"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH50-0.5m x 5
Stiff / Very Stiff
Hard
CL
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, with shalefragments, moist.
SHALE (BEDROCK): brown mottled grey, extremely weathered, very lowstrength.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 50 terminated at 1.5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 50PAGE 1 OF 1
COMPLETED 10/7/17DATE STARTED 10/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'22.53"S, 150°53'17.83"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
SS07-BH51,PI05-BH51
Stiff / Very Stiff
Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown mottled grey, moist.
Silty CLAY (RESIDUAL): high plasticity, brown, with shale fragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 51 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 51PAGE 1 OF 1
COMPLETED 10/7/17DATE STARTED 10/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'19.17"S, 150°53'20.86"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Stiff / Very Stiff
Hard
CL
CH
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organicmatter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, wet.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shalefragments, wet.
Silty CLAY (RESIDUAL): medium plasticity, grey brown, with shalefragments, wet.
Borehole BH 52 / GW6 terminated at 4.5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 52 / GW6PAGE 1 OF 1
COMPLETED 10/7/17DATE STARTED 10/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'17.46"S, 150°53'24.30"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
WellDetails
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH53-1.0m x 5
Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shale fragments,slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 53 terminated at 2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 53PAGE 1 OF 1
COMPLETED 7/7/17DATE STARTED 7/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'29.33"S, 150°53'7.19"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organicmatter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, with shalefragments, moist.
SHALE (BEDROCK): brown mottled grey, extremely weathered,very low strength.
SHALE (BEDROCK): light grey, extremely weathered, very lowstrength.
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 54 / GW5PAGE 1 OF 2
COMPLETED 7/7/17DATE STARTED 7/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'27.02"S, 150°53'11.57"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
WellDetails
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T SHALE (BEDROCK): light grey, extremely weathered, very lowstrength. (continued)
Borehole BH 54 / GW5 terminated at 5.2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 54 / GW5PAGE 2 OF 2
COMPLETED 7/7/17DATE STARTED 7/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'27.02"S, 150°53'11.57"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
WellDetails
RL(m)
Depth(m)
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH55-1.5m x 5
Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown, moist.
Silty CLAY (RESIDUAL): high plasticity, brown mottled grey, with shalefragments, moist.
Silty CLAY (RESIDUAL): high plasticity, grey, with shale fragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 55PAGE 1 OF 2
COMPLETED 10/7/17DATE STARTED 10/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'20.41"S, 150°53'22.96"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T SHALE (BEDROCK): light grey, extremely weathered, very low strength.(continued)
Borehole BH 55 terminated at 6m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 55PAGE 2 OF 2
COMPLETED 10/7/17DATE STARTED 10/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'20.41"S, 150°53'22.96"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH56-1.0m x 5
Firm
Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, light brown, with shalefragments, slightly moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 56 terminated at 2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 56PAGE 1 OF 1
COMPLETED 10/7/17DATE STARTED 10/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'17.50"S, 150°53'27.21"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH57-0.5m x 5
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 57 terminated at 2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 57PAGE 1 OF 1
COMPLETED 7/7/17DATE STARTED 7/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'31.13"S, 150°53'8.54"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
SS05-BH58
Soft / Firm
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown with shale fragments,moist.
SHALE (BEDROCK): light brown mottled grey, extremely weathered, verylow strength.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 58 terminated at 3m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 58PAGE 1 OF 1
COMPLETED 7/7/17DATE STARTED 7/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'28.77"S, 150°53'12.64"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
CBR04-BH59
BH59-2.0m x 5
Firm
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 59 terminated at 2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 59PAGE 1 OF 1
COMPLETED 7/7/17DATE STARTED 7/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'27.09"S, 150°53'16.24"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T Stiff / Very Stiff
Hard
CL
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown with shale fragments,moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 60 terminated at 2m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 60PAGE 1 OF 1
COMPLETED 10/7/17DATE STARTED 10/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'22.98"S, 150°53'23.13"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
AD
T
BH61-0.5m x 5
Stiff / Very Stiff
Hard
CL
CH
CH
CH
Silty CLAY (TOPSOIL): low plasticity, dark brown, with organic matter, moist.
Silty CLAY (RESIDUAL): high plasticity, reddish brown, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown mottled grey, moist.
Silty CLAY (RESIDUAL): medium plasticity, brown mottled grey, with shalefragments, moist.
SHALE (BEDROCK): light grey, extremely weathered, very low strength.
Borehole BH 61 terminated at 2.5m
Met
hod
SamplesTests
Remarks
Wat
er
Additional Observations
Con
sist
ency
Den
sity
Moi
stur
eC
ondi
tion
BOREHOLE NUMBER BH 61PAGE 1 OF 1
COMPLETED 10/7/17DATE STARTED 10/7/17
DRILLING CONTRACTOR
LOGGED BY LS CHECKED BY BD
NOTES
HOLE LOCATION 33°40'20.37"S, 150°53'28.81"EEQUIPMENT Comacchio GEO 205
HOLE SIZE 125 mm
R.L. SURFACE DATUM
SLOPE 90° BEARING ---
CLIENT Ampersand Development Consulting
PROJECT NUMBER STC-745-12439
PROJECT NAME Geotechnical Investigation
PROJECT LOCATION 280 Garfield Road East and 259 Riverstone Road, Riverstone NSW
BO
RE
HO
LE /
TE
ST
PIT
12
439.
GP
J 1
1931
.GP
J 1
9/7/
17Telephone: (02) 8541 7214
Site:www.ADenvirotech.com.auE-mail: [email protected]
New South Wales Office:ADE Consulting Group6/7 Millennium Court
Silverwater, NSW 2128
RL(m)
Depth(m)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Gra
phic
Log
Cla
ssifi
catio
nS
ymbo
l Material Description
New South Wales Office:
Victorian Office: Telephone: Internet:
ABN:
ADE Consulting Group Pty Ltd. Unit 6/7 Millennium Court Silverwater, NSW 2128
ADE Consulting Group Pty Ltd Unit 1 / 291 Rathmines Street Thornbury, VIC 3071
NSW: (02) 8541 7214 VIC: 1300 796 922
site: www.ADenvirotech.com.au e-mail: [email protected]
14 617 358 808
Page 25 of 25
APPENDIX III ANALYTICAL REPORTS
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
1
DCP1Silty CLAY, moist
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 1 1 100.00 -0.2 0.2 - 5 6 20.00 -0.3 0.3 - 3 9 33.33 90.4 0.4 - 2 11 50.00 -0.5 0.5 - 3 14 33.33 -0.6 0.6 - 3 17 33.33 80.7 0.7 - 5 22 20.00 -0.8 0.8 - 8 30 12.50 -0.9 0.9 - 7 37 14.29 201 1 - -
- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 4/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5 10
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
2
DCP2Silty CLAY,moist
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 1 1 100.00 -0.2 0.2 - 2 3 50.00 -0.3 0.3 - 3 6 33.33 60.4 0.4 - 2 8 50.00 -0.5 0.5 - 3 11 33.33 -0.6 0.6 - 4 15 25.00 90.7 0.7 - 5 20 20.00 -0.8 0.8 - 9 29 11.11 -0.9 0.9 - 12 41 8.33 261 1 - -
- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 4/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
3
DCP3Silty CLAY,moist
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 2 7 50.00 70.4 0.4 - 2 9 50.00 -0.5 0.5 - 4 13 25.00 -0.6 0.6 - 3 16 33.33 90.7 0.7 - 4 20 25.00 -0.8 0.8 - 3 23 33.33 -0.9 0.9 - 5 28 20.00 121 1 - 4 32 25.00 -
1.1 1.1 - 4 36 25.00 -1.2 1.2 - 6 42 16.67 141.3 1.3 - 10 52 10.00 -
- -- 10- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.3 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 4/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
4
DCP4Silty CLAy(moist)
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 1 1 100.00 -0.2 0.2 - 1 2 100.00 -0.3 0.3 - 1 3 100.00 30.4 0.4 - 1 4 100.00 -0.5 0.5 - 0 4 0.00 -0.6 0.6 - 0 4 0.00 10.7 0.7 - 0 4 0.00 -0.8 0.8 - 2 6 50.00 -0.9 0.9 - 6 12 16.67 81 1 - 10 22 10.00 -
1.1 1.1 - 7 29 14.29 -1.2 1.2 - 9 38 11.11 261.3 1.3 - 12 50 8.33 -1.4 1.4 - 18 68 5.56 -
- 30- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.5 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 4/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
5
DCP5
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 1 1 100.00 -0.2 0.2 - 2 3 50.00 -0.3 0.3 - 2 5 50.00 50.4 0.4 - 2 7 50.00 -0.5 0.5 - 3 10 33.33 -0.6 0.6 - 5 15 20.00 100.7 0.7 - 6 21 16.67 -0.8 0.8 - 6 27 16.67 -0.9 0.9 - 15 42 6.67 27
- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 4/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
6
DCP6
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 1 1 100.00 -0.2 0.2 - 1 2 100.00 -0.3 0.3 - 2 4 50.00 40.4 0.4 - 3 7 33.33 -0.5 0.5 - 2 9 50.00 -0.6 0.6 - 9 18 11.11 140.7 0.7 - 5 23 20.00 -0.8 0.8 - 6 29 16.67 -0.9 0.9 - 5 34 20.00 161 1 - 6 40 16.67 -
1.1 1.1 - 11 51 9.09 -- 17- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.2 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 4/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
7
DCP7Silty CLAY,moist
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 1 1 100.00 -0.2 0.2 - 3 4 33.33 -0.3 0.3 - 3 7 33.33 70.4 0.4 - 3 10 33.33 -0.5 0.5 - 4 14 25.00 -0.6 0.6 - 6 20 16.67 130.7 0.7 - 6 26 16.67 -0.8 0.8 - 8 34 12.50 -0.9 0.9 - 13 47 7.69 27
- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 4/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
8
DCP8
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 3 3 33.33 -0.2 0.2 - 4 7 25.00 -0.3 0.3 - 3 10 33.33 100.4 0.4 - 3 13 33.33 -0.5 0.5 - 4 17 25.00 -0.6 0.6 - 4 21 25.00 110.7 0.7 - 4 25 25.00 -0.8 0.8 - 3 28 33.33 -0.9 0.9 - 3 31 33.33 101 1 - 5 36 20.00 -
1.1 1.1 - 4 40 25.00 -1.2 1.2 - 7 47 14.29 16
- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.3 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 5/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
9
SCP9
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 3 3 33.33 -0.2 0.2 - 3 6 33.33 -0.3 0.3 - 1 7 100.00 70.4 0.4 - 1 8 100.00 -0.5 0.5 - 1 9 100.00 -0.6 0.6 - 2 11 50.00 40.7 0.7 - 2 13 50.00 -0.8 0.8 - 2 15 50.00 -0.9 0.9 - 2 17 50.00 61 1 - 5 22 20.00 -
1.1 1.1 - 5 27 20.00 -1.2 1.2 - 8 35 12.50 181.3 1.3 - 11 46 9.09 -
- -- 11- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.4 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 6/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
10
DCP10Silty CLAY
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 2 4 50.00 -0.3 0.3 - 2 6 50.00 60.4 0.4 - 4 10 25.00 -0.5 0.5 - 6 16 16.67 -0.6 0.6 - 6 22 16.67 160.7 0.7 - 8 30 12.50 -0.8 0.8 - 8 38 12.50 -0.9 0.9 - 9 47 11.11 251 1 - 12 59 8.33 -
- -- 12- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 4/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
11
DCP11Silty CLAY, moist
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 1 1 100.00 -0.2 0.2 - 2 3 50.00 -0.3 0.3 - 3 6 33.33 60.4 0.4 - 3 9 33.33 -0.5 0.5 - 6 15 16.67 -0.6 0.6 - 6 21 16.67 150.7 0.7 - 5 26 20.00 -0.8 0.8 - 6 32 16.67 -0.9 0.9 - 6 38 16.67 171 1 - 8 46 12.50 -
1.1 1.1 - 12 58 8.33 -1.2 1.2 - 10 68 10.00 301.3 1.3 - 12 80 8.33 -
- -- 12- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.4 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 4/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
12
DCP12Silty Clay, moist
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 1 1 100.00 -0.2 0.2 - 3 4 33.33 -0.3 0.3 - 7 11 14.29 110.4 0.4 - 5 16 20.00 -0.5 0.5 - 3 19 33.33 -0.6 0.6 - 3 22 33.33 110.7 0.7 - 3 25 33.33 -0.8 0.8 - 3 28 33.33 -0.9 0.9 - 3 31 33.33 91 1 - 6 37 16.67 -
1.1 1.1 - 10 47 10.00 -1.2 1.2 - 10 57 10.00 261.3 1.3 - 10 67 10.00 -1.4 1.4 - 11 78 9.09 -1.5 1.5 - 12 90 8.33 33
- --0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.6 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 4/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
13
DCP13GRAVEL(Fill)
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - -
- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 0.1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 5/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: aLocation: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
14
DCP14
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 2 7 50.00 70.4 0.4 - 2 9 50.00 -0.5 0.5 - 2 11 50.00 -0.6 0.6 - 2 13 50.00 60.7 0.7 - 3 16 33.33 -0.8 0.8 - 3 19 33.33 -0.9 0.9 - 6 25 16.67 121 1 - 8 33 12.50 -
1.1 1.1 - 8 41 12.50 -1.2 1.2 - 14 55 7.14 30
- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 2.3 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 6/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
16
DCP16FILL
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 1 1 100.00 -0.2 0.2 - 2 3 50.00 -0.3 0.3 - 2 5 50.00 50.4 0.4 - 5 10 20.00 -0.5 0.5 - 5 15 20.00 -0.6 0.6 - 4 19 25.00 140.7 0.7 - 6 25 16.67 -0.8 0.8 - 4 29 25.00 -0.9 0.9 - 6 35 16.67 161 1 - 6 41 16.67 -
1.1 1.1 - 5 46 20.00 -1.2 1.2 - 6 52 16.67 171.3 1.3 - 5 57 20.00 -1.4 1.4 - 5 62 20.00 -1.5 1.5 - 6 68 16.67 161.6 1.6 - 6 74 16.67 -1.7 1.7 5 79 20.00 -1.8 1.8 7 86 14.29 181.9 1.9 7 93 14.29 -2 2 6 99 16.67 -
2.1 2.1 7 106 14.29 202.2 2.2 7 113 14.29 -2.3 2.3 7 120 14.29 -2.4 2.4 8 128 12.50 222.5 2.5 7 135 14.29 -
-7--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 5/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
2.2
2.4
2.6
2.8
0 5 10
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
17
DCP17GRAVEL(Fill)
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - -
- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 0.1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 5/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
18
DCP18GRAVEL(Fill)
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - -
- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 0.1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 5/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
19
DCP19Silty CLAY
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 6 6 16.67 -0.2 0.2 - 10 16 10.00 -0.3 0.3 - 6 22 16.67 220.4 0.4 - 7 29 14.29 -0.5 0.5 - 13 42 7.69 -0.6 0.6 - 6 48 16.67 260.7 0.7 - 8 56 12.50 -0.8 0.8 - 6 62 16.67 -0.9 0.9 - 6 68 16.67 201 1 - 5 73 20.00 -
1.1 1.1 - 5 78 20.00 -1.2 1.2 - 4 82 25.00 141.3 1.3 - 3 85 33.33 -1.4 1.4 - 5 90 20.00 -1.5 1.5 - 5 95 20.00 131.6 1.6 - 6 101 16.67 -1.7 1.7 7 108 14.29 -1.8 1.8 8 116 12.50 211.9 1.9 8 124 12.50 -2 2 8 132 12.50 -
2.1 2.1 9 141 11.11 252.2 2.2 9 150 11.11 -2.3 2.3 10 160 10.00 -2.4 2.4 12 172 8.33 31
--0--0--0--0--0
DCP Test: Termination Refusal at 2.5 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 5/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
2.2
2.4
2.6
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
STC-754-124396/07/2017LS
AS1289.6.3.3 - 1997 - Perth Sand Penetrometer Test
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTJob No.:Date:
Client:Project:Location:
AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test
DCP No.:Test Procedure:
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
Soil Description with Moisture: Test Location:
Tested By:
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
21
DCP21
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 4 9 25.00 90.4 0.4 - 3 12 33.33 -0.5 0.5 - 4 16 25.00 -0.6 0.6 - 3 19 33.33 100.7 0.7 - 6 25 16.67 -0.8 0.8 - 7 32 14.29 -0.9 0.9 - 5 37 20.00 181 1 - 4 41 25.00 -
1.1 1.1 - 6 47 16.67 -1.2 1.2 - 12 59 8.33 221.3 1.3 - 14 73 7.14 -
- -- 14- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.4 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 6/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
22
DCP22
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 4 9 25.00 90.4 0.4 - 4 13 25.00 -0.5 0.5 - 4 17 25.00 -0.6 0.6 - 6 23 16.67 140.7 0.7 - 6 29 16.67 -0.8 0.8 - 7 36 14.29 -0.9 0.9 - 12 48 8.33 251 1 - 12 60 8.33 -
- -- 12- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 12/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
23
DCP23
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 5 10 20.00 100.4 0.4 - 5 15 20.00 -0.5 0.5 - 5 20 20.00 -0.6 0.6 - 5 25 20.00 150.7 0.7 - 8 33 12.50 -0.8 0.8 - 7 40 14.29 -0.9 0.9 - 8 48 12.50 231 1 - 8 56 12.50 -
1.1 1.1 - 12 68 8.33 -1.2 1.2 - 12 80 8.33 32
- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.3 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 11/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
24
DCP24
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 2 4 50.00 -0.3 0.3 - 3 7 33.33 70.4 0.4 - 5 12 20.00 -0.5 0.5 - 5 17 20.00 -0.6 0.6 - 5 22 20.00 150.7 0.7 - 8 30 12.50 -0.8 0.8 - 7 37 14.29 -0.9 0.9 - 8 45 12.50 231 1 - 8 53 12.50 -
1.1 1.1 - 7 60 14.29 -1.2 1.2 - 7 67 14.29 221.3 1.3 - 13 80 7.69 -
- -- 13- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.4 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 11/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
25
DCP25
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 2 4 50.00 -0.3 0.3 - 3 7 33.33 70.4 0.4 - 3 10 33.33 -0.5 0.5 - 4 14 25.00 -0.6 0.6 - 4 18 25.00 110.7 0.7 - 4 22 25.00 -0.8 0.8 - 5 27 20.00 -0.9 0.9 - 5 32 20.00 141 1 - 8 40 12.50 -
1.1 1.1 - 8 48 12.50 -1.2 1.2 - 9 57 11.11 251.3 1.3 - 13 70 7.69 -1.4 1.4 - 13 83 7.69 -1.5 1.5 - 16 99 6.25 421.6 1.6 - 16 115 6.25 -
-16--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.7 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 11/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
26
DCP26
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 2 7 50.00 70.4 0.4 - 4 11 25.00 -0.5 0.5 - 4 15 25.00 -0.6 0.6 - 5 20 20.00 130.7 0.7 - 4 24 25.00 -0.8 0.8 - 3 27 33.33 -0.9 0.9 - 4 31 25.00 111 1 - 4 35 25.00 -
1.1 1.1 - 4 39 25.00 -1.2 1.2 - 4 43 25.00 121.3 1.3 - 6 49 16.67 -1.4 1.4 - 6 55 16.67 -1.5 1.5 - 12 67 8.33 24
- --0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.6 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 11/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: /07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
28
DCP28
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 3 3 33.33 -0.2 0.2 - 3 6 33.33 -0.3 0.3 - 3 9 33.33 90.4 0.4 - 4 13 25.00 -0.5 0.5 - 4 17 25.00 -0.6 0.6 - 3 20 33.33 110.7 0.7 - 5 25 20.00 -0.8 0.8 - 8 33 12.50 -0.9 0.9 - 9 42 11.11 22
- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: /07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
0 5 10
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
29
DCP29
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 3 3 33.33 -0.2 0.2 - 3 6 33.33 -0.3 0.3 - 4 10 25.00 100.4 0.4 - 3 13 33.33 -0.5 0.5 - 4 17 25.00 -0.6 0.6 - 6 23 16.67 130.7 0.7 - 7 30 14.29 -0.8 0.8 - 7 37 14.29 -0.9 0.9 - 10 47 10.00 241 1 - 15 62 6.67 -
- -- 15- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 11/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
30
DCP30
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 4 9 25.00 90.4 0.4 - 5 14 20.00 -0.5 0.5 - 6 20 16.67 -0.6 0.6 - 5 25 20.00 160.7 0.7 - 7 32 14.29 -0.8 0.8 - 6 38 16.67 -0.9 0.9 - 7 45 14.29 201 1 - 6 51 16.67 -
1.1 1.1 - 5 56 20.00 -1.2 1.2 - 6 62 16.67 171.3 1.3 - 12 74 8.33 -
- -- 12- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.4 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 11/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
31
DCP31
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 2 4 50.00 -0.3 0.3 - 3 7 33.33 70.4 0.4 - 3 10 33.33 -0.5 0.5 - 5 15 20.00 -0.6 0.6 - 6 21 16.67 140.7 0.7 - 4 25 25.00 -0.8 0.8 - 5 30 20.00 -0.9 0.9 - 9 39 11.11 181 1 - 13 52 7.69 -
1.1 1.1 - 13 65 7.69 -1.2 1.2 - 12 77 8.33 381.3 1.3 - 15 92 6.67 -
- -- 15- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.4 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: /07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: /07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
33
DCP33
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 2 4 50.00 -0.3 0.3 - 4 8 25.00 80.4 0.4 - 3 11 33.33 -0.5 0.5 - 4 15 25.00 -0.6 0.6 - 4 19 25.00 110.7 0.7 - 6 25 16.67 -0.8 0.8 - 8 33 12.50 -0.9 0.9 - 8 41 12.50 221 1 - 8 49 12.50 -
1.1 1.1 - 10 59 10.00 -1.2 1.2 - 16 75 6.25 34
- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.3 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 12/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
34
DCP34
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 3 8 33.33 80.4 0.4 - 4 12 25.00 -0.5 0.5 - 4 16 25.00 -0.6 0.6 - 5 21 20.00 130.7 0.7 - 8 29 12.50 -0.8 0.8 - 8 37 12.50 -0.9 0.9 - 8 45 12.50 241 1 - 12 57 8.33 -
- -- 12- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 12/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
35
DCP35
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 4 4 25.00 -0.2 0.2 - 4 8 25.00 -0.3 0.3 - 4 12 25.00 120.4 0.4 - 4 16 25.00 -0.5 0.5 - 5 21 20.00 -0.6 0.6 - 4 25 25.00 130.7 0.7 - 5 30 20.00 -0.8 0.8 - 5 35 20.00 -0.9 0.9 - 6 41 16.67 161 1 - 8 49 12.50 -
1.1 1.1 - 8 57 12.50 -1.2 1.2 - 9 66 11.11 251.3 1.3 - 13 79 7.69 -1.4 1.4 - 15 94 6.67 -
- 28- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.5 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 11/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
36
DCP36
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 4 6 25.00 -0.3 0.3 - 4 10 25.00 100.4 0.4 - 4 14 25.00 -0.5 0.5 - 5 19 20.00 -0.6 0.6 - 3 22 33.33 120.7 0.7 - 5 27 20.00 -0.8 0.8 - 4 31 25.00 -0.9 0.9 - 5 36 20.00 141 1 - 10 46 10.00 -
- -- 10- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: /07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: /07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
38
DCP38
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 3 8 33.33 80.4 0.4 - 4 12 25.00 -0.5 0.5 - 6 18 16.67 -0.6 0.6 - 5 23 20.00 150.7 0.7 - 8 31 12.50 -0.8 0.8 - 12 43 8.33 -0.9 0.9 - 15 58 6.67 35
- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 12/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
39
DCP39
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 3 3 33.33 -0.2 0.2 - 4 7 25.00 -0.3 0.3 - 4 11 25.00 110.4 0.4 - 4 15 25.00 -0.5 0.5 - 4 19 25.00 -0.6 0.6 - 2 21 50.00 100.7 0.7 - 8 29 12.50 -0.8 0.8 - 9 38 11.11 -0.9 0.9 - 12 50 8.33 29
- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: /07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
40
DCP40
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 4 4 25.00 -0.2 0.2 - 3 7 33.33 -0.3 0.3 - 4 11 25.00 110.4 0.4 - 3 14 33.33 -0.5 0.5 - 4 18 25.00 -0.6 0.6 - 3 21 33.33 100.7 0.7 - 4 25 25.00 -0.8 0.8 - 5 30 20.00 -0.9 0.9 - 6 36 16.67 151 1 - 10 46 10.00 -
1.1 1.1 - 10 56 10.00 -1.2 1.2 - 12 68 8.33 32
- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.3 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 11/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
41
DCP41
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 2 4 50.00 -0.3 0.3 - 1 5 100.00 50.4 0.4 - 1 6 100.00 -0.5 0.5 - 3 9 33.33 -0.6 0.6 - 4 13 25.00 80.7 0.7 - 4 17 25.00 -0.8 0.8 - 5 22 20.00 -0.9 0.9 - 5 27 20.00 141 1 - 7 34 14.29 -
1.1 1.1 - 11 45 9.09 -1.2 1.2 - 15 60 6.67 33
- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.3 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: /07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: /07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: /07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
44
DCP44
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 3 3 33.33 -0.2 0.2 - 3 6 33.33 -0.3 0.3 - 4 10 25.00 100.4 0.4 - 3 13 33.33 -0.5 0.5 - 4 17 25.00 -0.6 0.6 - 3 20 33.33 100.7 0.7 - 5 25 20.00 -0.8 0.8 - 10 35 10.00 -0.9 0.9 - 12 47 8.33 27
- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
Project: Date: 12/07/2017Location: Tested By: LS
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439
0
0.2
0.4
0.6
0.8
1
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
45
DCP45
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 5 5 20.00 -0.2 0.2 - 5 10 20.00 -0.3 0.3 - 4 14 25.00 140.4 0.4 - 5 19 20.00 -0.5 0.5 - 5 24 20.00 -0.6 0.6 - 4 28 25.00 140.7 0.7 - 4 32 25.00 -0.8 0.8 - 7 39 14.29 -0.9 0.9 - 6 45 16.67 171 1 - 10 55 10.00 -
- -- 10- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: 10/07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
46
DCP46
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 5 10 20.00 100.4 0.4 - 5 15 20.00 -0.5 0.5 - 6 21 16.67 -0.6 0.6 - 7 28 14.29 180.7 0.7 - 6 34 16.67 -0.8 0.8 - 11 45 9.09 -0.9 0.9 - 16 61 6.25 33
- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: 10/07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
47
DCP47
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 4 4 25.00 -0.2 0.2 - 5 9 20.00 -0.3 0.3 - 4 13 25.00 130.4 0.4 - 5 18 20.00 -0.5 0.5 - 6 24 16.67 -0.6 0.6 - 5 29 20.00 160.7 0.7 - 10 39 10.00 -0.8 0.8 - 8 47 12.50 -0.9 0.9 - 10 57 10.00 281 1 - 12 69 8.33 -
1.1 1.1 - 9 78 11.11 -1.2 1.2 - 9 87 11.11 301.3 1.3 - 8 95 12.50 -1.4 1.4 - 16 111 6.25 -
- 24- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.5 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: /07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: /07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: /07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
50
DCP50
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 6 6 16.67 -0.2 0.2 - 7 13 14.29 -0.3 0.3 - 10 23 10.00 230.4 0.4 - 12 35 8.33 -
- -- 12- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 0.5 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: 10/07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
51
DCP51
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 9 9 11.11 -0.2 0.2 - 4 13 25.00 -0.3 0.3 - 2 15 50.00 150.4 0.4 - 1 16 100.00 -0.5 0.5 - 2 18 50.00 -0.6 0.6 - 3 21 33.33 60.7 0.7 - 5 26 20.00 -0.8 0.8 - 5 31 20.00 -0.9 0.9 - 6 37 16.67 161 1 - 4 41 25.00 -
1.1 1.1 - 4 45 25.00 -1.2 1.2 - 4 49 25.00 121.3 1.3 - 4 53 25.00 -1.4 1.4 - 10 63 10.00 -
- 14- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.5 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: 10/07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
52
DCP52
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 5 5 20.00 -0.2 0.2 - 4 9 25.00 -0.3 0.3 - 4 13 25.00 130.4 0.4 - 2 15 50.00 -0.5 0.5 - 4 19 25.00 -0.6 0.6 - 3 22 33.33 90.7 0.7 - 2 24 50.00 -0.8 0.8 - 2 26 50.00 -0.9 0.9 - 2 28 50.00 61 1 - 2 30 50.00 -
1.1 1.1 - 3 33 33.33 -1.2 1.2 - 4 37 25.00 91.3 1.3 - 8 45 12.50 -1.4 1.4 - 7 52 14.29 -1.5 1.5 - 4 56 25.00 191.6 1.6 - 5 61 20.00 -1.7 1.7 5 66 20.00 -1.8 1.8 6 72 16.67 161.9 1.9 8 80 12.50 -2 2 8 88 12.50 -
2.1 2.1 12 100 8.33 28--0--0--0--0--0--0
DCP Test: Termination Refusal at 2.2 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: 10/07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
2.2
2.4
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: /07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: /07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
55
DCP55
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 2 4 50.00 -0.3 0.3 - 2 6 50.00 60.4 0.4 - 3 9 33.33 -0.5 0.5 - 3 12 33.33 -0.6 0.6 - 2 14 50.00 80.7 0.7 - 3 17 33.33 -0.8 0.8 - 5 22 20.00 -0.9 0.9 - 7 29 14.29 151 1 - 5 34 20.00 -
1.1 1.1 - 6 40 16.67 -1.2 1.2 - 12 52 8.33 23
- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.3 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: 10/07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
56
DCP56
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 4 6 25.00 -0.3 0.3 - 5 11 20.00 110.4 0.4 - 3 14 33.33 -0.5 0.5 - 5 19 20.00 -0.6 0.6 - 3 22 33.33 110.7 0.7 - 10 32 10.00 -0.8 0.8 - 12 44 8.33 -
- 22- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 0.9 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: 10/07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
0 5 10 15
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: /07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: /07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: /07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
0 5
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
60
DCP60
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 3 8 33.33 80.4 0.4 - 5 13 20.00 -0.5 0.5 - 5 18 20.00 -0.6 0.6 - 4 22 25.00 140.7 0.7 - 8 30 12.50 -0.8 0.8 - 12 42 8.33 -0.9 0.9 - 15 57 6.67 351 1 - 15 72 6.67 -
- -- 15- -- -- 0- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.1 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: 10/07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
0 5 10 15 20
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
Dynamic Cone Penetrometer STC-754-12439
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Ampersand Bearing Capacity AssessmentRiverstone
61
DCP61
Depth bgl (m)
Test level (m)
Groundwater
level bgl (m) # of Blows
Total number of Blows
Penetration Rate
Penetration Resistance
Np /300 mm0.1 0.1 - 2 2 50.00 -0.2 0.2 - 3 5 33.33 -0.3 0.3 - 4 9 25.00 90.4 0.4 - 5 14 20.00 -0.5 0.5 - 4 18 25.00 -0.6 0.6 - 4 22 25.00 130.7 0.7 - 6 28 16.67 -0.8 0.8 - 6 34 16.67 -0.9 0.9 - 5 39 20.00 171 1 - 3 42 33.33 -
1.1 1.1 - 4 46 25.00 -1.2 1.2 - 5 51 20.00 121.3 1.3 - 5 56 20.00 -
- -- 5- -
-0--0--0--0--0--0--0--0
DCP Test: Termination Refusal at 1.4 m bgl
* bgl - below ground levelResults Approved By:
Bikesh DeojuGeotechnical EngineerB. Sc. ( Civil Engineering)
Accreditation No.14664.Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
Construction Materials Testing A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
PENETRATION RESISTANCE REPORTClient: Job No.: STC-754-12439Project: Date: 10/07/2017Location: Tested By: LS
The results of the tests, calibrations and/or measurements included in this document are traceableto Australian/national standards.
DCP No.:Test Procedure: AS1289.6.3.2 - 1997- Dyanmic Cone Penetration Test AS1289.6.3.3 - 1997 - Perth Sand Penetrometer TestTest Location:Soil Description with Moisture:
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 5 10
Dept
h be
low
gro
und
leve
l (m
)
# of Blows from DCP
DCP Steps
12439 SS01 Shrink Swell Index Test
Environmental and OH&S LaboratoryConstruction Materials TestingA division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Client: Job No.: STC-754-12439
Project: Report Date: 17.07.2017
Location:
Sampled by
Date Sampled
Sample ID
Sample Description
Specimen Type
Sample Depth
Test Procedure
(%)
(%)
(Esw %)
(%)
(Esh %)
(%)
Extent of Soil crumbling During Shrinkage
Shrink - Swell Index (Iss % per pF change)
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or measurements included in this document are traceable
This document shall not reproduced except in full.
Tests not covered by NATA are denoted with *.
SHRINK SWELL INDEX REPORT
Initial Moisture Content, Before Test
Final Moisture Content, Ater Test
The Magnitude of Swelling Strain
Moisture Content
Ampersand
Riverstone
Riverstone
LS
04.07.2017
SS01
Silty Clay with Gravels
AS 1289.7.1.1
SWELL TEST
SHRINKAGE TEST
Undisturbed
2.4
0.3-0.6 m
0.00Extent of Cracking During Shrinkage
to Australian/national standards.
26.1
4.4
0
0.00
Total Shrinkage Strain on Drying
Estimated Inert Material Present
25.2
26.1
0.0
1
12439 SS02 Shrink Swell Index Test
Environmental and OH&S LaboratoryConstruction Materials TestingA division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Client: Job No.: STC-754-12439
Project: Report Date: 17.07.2017
Location:
Sampled by
Date Sampled
Sample ID
Sample Description
Specimen Type
Sample Depth
Test Procedure
(%)
(%)
(Esw %)
(%)
(Esh %)
(%)
Extent of Soil crumbling During Shrinkage
Shrink - Swell Index (Iss % per pF change)
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or measurements included in this document are traceable
This document shall not reproduced except in full.
Tests not covered by NATA are denoted with *.
SHRINK SWELL INDEX REPORT
Initial Moisture Content, Before Test
Final Moisture Content, Ater Test
The Magnitude of Swelling Strain
Moisture Content
Ampersand
Riverstone
Riverstone
LS
04.07.2017
SS02
Silty CLAY WITH GRAVELS
AS 1289.7.1.1
SWELL TEST
SHRINKAGE TEST
Undisturbed
3.8
1.0 -1.3 m
0.00Extent of Cracking During Shrinkage
to Australian/national standards.
36.5
6.3
0
0.00
Total Shrinkage Strain on Drying
Estimated Inert Material Present
32.4
34.0
1.2
1
12439 SS03 Shrink Swell Index Test
Environmental and OH&S LaboratoryConstruction Materials TestingA division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Client: Job No.: STC-754-12439
Project: Report Date: 17.07.2017
Location:
Sampled by
Date Sampled
Sample ID
Sample Description
Specimen Type
Sample Depth
Test Procedure
(%)
(%)
(Esw %)
(%)
(Esh %)
(%)
Extent of Soil crumbling During Shrinkage
Shrink - Swell Index (Iss % per pF change)
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or measurements included in this document are traceable
This document shall not reproduced except in full.
Tests not covered by NATA are denoted with *.
SHRINK SWELL INDEX REPORT
Initial Moisture Content, Before Test
Final Moisture Content, Ater Test
The Magnitude of Swelling Strain
Moisture Content
Ampersand
Riverstone
Riverstone
LS
05.07.2017
SS03
Silty Clay
AS 1289.7.1.1
SWELL TEST
SHRINKAGE TEST
Undisturbed
1.8
BH04-0.8-1.1
0.00Extent of Cracking During Shrinkage
to Australian/national standards.
22.3
3.2
0
0.00
Total Shrinkage Strain on Drying
Estimated Inert Material Present
25.1
25.8
0.0
1
12439 SS04 Shrink Swell Index Test
Environmental and OH&S LaboratoryConstruction Materials TestingA division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Client: Job No.: STC-754-12439
Project: Report Date: 17.07.2017
Location:
Sampled by
Date Sampled
Sample ID
Sample Description
Specimen Type
Sample Depth
Test Procedure
(%)
(%)
(Esw %)
(%)
(Esh %)
(%)
Extent of Soil crumbling During Shrinkage
Shrink - Swell Index (Iss % per pF change)
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or measurements included in this document are traceable
This document shall not reproduced except in full.
Tests not covered by NATA are denoted with *.
SHRINK SWELL INDEX REPORT
Initial Moisture Content, Before Test
Final Moisture Content, Ater Test
The Magnitude of Swelling Strain
Moisture Content
Ampersand
Riverstone
Riverstone
LS
05.07.2017
SS04
Silty CLAY WITH GRAVELS
AS 1289.7.1.1
SWELL TEST
SHRINKAGE TEST
Undisturbed
3.1
BH20-1.2-1.5
0.00Extent of Cracking During Shrinkage
to Australian/national standards.
26.5
5.4
0
0.00
Total Shrinkage Strain on Drying
Estimated Inert Material Present
24.9
26.2
0.2
1
12439 SS05 Shrink Swell Index Test
Environmental and OH&S LaboratoryConstruction Materials TestingA division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Client: Job No.: STC-754-12439
Project: Report Date: 17.07.2017
Location:
Sampled by
Date Sampled
Sample ID
Sample Description
Specimen Type
Sample Depth
Test Procedure
(%)
(%)
(Esw %)
(%)
(Esh %)
(%)
Extent of Soil crumbling During Shrinkage
Shrink - Swell Index (Iss % per pF change)
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or measurements included in this document are traceable
This document shall not reproduced except in full.
Tests not covered by NATA are denoted with *.
1.8
BH58-0.5-0.8
0.00Extent of Cracking During Shrinkage
to Australian/national standards.
24.6
3.3
0
0.00
Total Shrinkage Strain on Drying
Estimated Inert Material Present
25.7
28.6
0.1
SHRINK SWELL INDEX REPORT
Initial Moisture Content, Before Test
Final Moisture Content, Ater Test
The Magnitude of Swelling Strain
Moisture Content
Ampersand
Riverstone
Riverstone
LS
05.07.2017
SS05
Silty Clay with Gravels
AS 1289.7.1.1
SWELL TEST
SHRINKAGE TEST
Undisturbed
1
12439 SS06 Shrink Swell Index Test
Environmental and OH&S LaboratoryConstruction Materials TestingA division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Client: Job No.: STC-754-12439
Project: Report Date: 17.07.2017
Location:
Sampled by
Date Sampled
Sample ID
Sample Description
Specimen Type
Sample Depth
Test Procedure
(%)
(%)
(Esw %)
(%)
(Esh %)
(%)
Extent of Soil crumbling During Shrinkage
Shrink - Swell Index (Iss % per pF change)
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or measurements included in this document are traceable
This document shall not reproduced except in full.
Tests not covered by NATA are denoted with *.
0.8
BH42-0.3-0.6
0.00Extent of Cracking During Shrinkage
to Australian/national standards.
18.1
1.5
0
0.00
Total Shrinkage Strain on Drying
Estimated Inert Material Present
16.6
16.1
0.0
SHRINK SWELL INDEX REPORT
Initial Moisture Content, Before Test
Final Moisture Content, Ater Test
The Magnitude of Swelling Strain
Moisture Content
Ampersand
Riverstone
Riverstone
LS
05.07.2017
SS06
Silty Clay with Gravels
AS 1289.7.1.1
SWELL TEST
SHRINKAGE TEST
Undisturbed
1
12439 SS7 Shrink Swell Index Test
Environmental and OH&S LaboratoryConstruction Materials TestingA division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Client: Job No.: STC-754-12439
Project: Report Date: 20.07.2017
Location:
Sampled by
Date Sampled
Sample ID
Sample Description
Specimen Type
Sample Depth
Test Procedure
(%)
(%)
(Esw %)
(%)
(Esh %)
(%)
Extent of Soil crumbling During Shrinkage
Shrink - Swell Index (Iss % per pF change)
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or measurements included in this document are traceable
This document shall not reproduced except in full.
Tests not covered by NATA are denoted with *.
SHRINK SWELL INDEX REPORT
Initial Moisture Content, Before Test
Final Moisture Content, Ater Test
The Magnitude of Swelling Strain
Moisture Content
Ampersand
Riverstone
Riverstone
LS
10.07.2017
SS7
Silty Clay With Gravels
AS 1289.7.1.1
SWELL TEST
SHRINKAGE TEST
Undisturbed
0.8
BH51-1.5-1.8
0.00Extent of Cracking During Shrinkage
to Australian/national standards.
15.1
1.5
0
0.00
Total Shrinkage Strain on Drying
Estimated Inert Material Present
17.7
18.8
0.1
1
12439 SS8 Shrink Swell Index Test
Environmental and OH&S LaboratoryConstruction Materials TestingA division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Client: Job No.: STC-754-12439
Project: Report Date: 20.07.2017
Location:
Sampled by
Date Sampled
Sample ID
Sample Description
Specimen Type
Sample Depth
Test Procedure
(%)
(%)
(Esw %)
(%)
(Esh %)
(%)
Extent of Soil crumbling During Shrinkage
Shrink - Swell Index (Iss % per pF change)
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or measurements included in this document are traceable
This document shall not reproduced except in full.
Tests not covered by NATA are denoted with *.
1.1
BH31-1.0-1.3
0.00Extent of Cracking During Shrinkage
to Australian/national standards.
18.7
2.0
0
0.00
Total Shrinkage Strain on Drying
Estimated Inert Material Present
18.7
19.2
0.0
SHRINK SWELL INDEX REPORT
Initial Moisture Content, Before Test
Final Moisture Content, Ater Test
The Magnitude of Swelling Strain
Moisture Content
Ampersand
Riverstone
Riverstone
LS
10.07.2017
SS8
Silty Clay with Gravels
AS 1289.7.1.1
SWELL TEST
SHRINKAGE TEST
Undisturbed
1
12439 SS9 Shrink Swell Index Test
Environmental and OH&S LaboratoryConstruction Materials TestingA division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Client: Job No.: STC-754-12439
Project: Report Date: 20.07.2017
Location:
Sampled by
Date Sampled
Sample ID
Sample Description
Specimen Type
Sample Depth
Test Procedure
(%)
(%)
(Esw %)
(%)
(Esh %)
(%)
Extent of Soil crumbling During Shrinkage
Shrink - Swell Index (Iss % per pF change)
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or measurements included in this document are traceable
This document shall not reproduced except in full.
Tests not covered by NATA are denoted with *.
SHRINK SWELL INDEX REPORT
Initial Moisture Content, Before Test
Final Moisture Content, Ater Test
The Magnitude of Swelling Strain
Moisture Content
Ampersand
Riverstone
Riverstone
LS
10.07.2017
SS9
Silty Clay with Gravels
AS 1289.7.1.1
SWELL TEST
SHRINKAGE TEST
Undisturbed
3.0
BH29-0.4-0.8
0.00Extent of Cracking During Shrinkage
to Australian/national standards.
29.3
5.4
0
0.00
Total Shrinkage Strain on Drying
Estimated Inert Material Present
30.2
31.4
0.0
1
12439 SS10 Shrink Swell Index Test
Environmental and OH&S LaboratoryConstruction Materials TestingA division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Client: Job No.: STC-754-12439
Project: Report Date: 20.07.2017
Location:
Sampled by
Date Sampled
Sample ID
Sample Description
Specimen Type
Sample Depth
Test Procedure
(%)
(%)
(Esw %)
(%)
(Esh %)
(%)
Extent of Soil crumbling During Shrinkage
Shrink - Swell Index (Iss % per pF change)
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or measurements included in this document are traceable
This document shall not reproduced except in full.
Tests not covered by NATA are denoted with *.
SHRINK SWELL INDEX REPORT
Initial Moisture Content, Before Test
Final Moisture Content, Ater Test
The Magnitude of Swelling Strain
Moisture Content
Ampersand
Riverstone
Riverstone
LS
10.07.2017
SS10
Silty Clay
AS 1289.7.1.1
SWELL TEST
SHRINKAGE TEST
Undisturbed
3.8
BH44-0.3-0.6
0.00Extent of Cracking During Shrinkage
to Australian/national standards.
24.6
6.8
0
0.00
Total Shrinkage Strain on Drying
Estimated Inert Material Present
24.0
25.4
0.1
1
12439 SS11 Shrink Swell Index Test
Environmental and OH&S LaboratoryConstruction Materials TestingA division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Client: Job No.: STC-754-12439
Project: Report Date: 20.07.2017
Location:
Sampled by
Date Sampled
Sample ID
Sample Description
Specimen Type
Sample Depth
Test Procedure
(%)
(%)
(Esw %)
(%)
(Esh %)
(%)
Extent of Soil crumbling During Shrinkage
Shrink - Swell Index (Iss % per pF change)
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or measurements included in this document are traceable
This document shall not reproduced except in full.
Tests not covered by NATA are denoted with *.
SHRINK SWELL INDEX REPORT
Initial Moisture Content, Before Test
Final Moisture Content, Ater Test
The Magnitude of Swelling Strain
Moisture Content
Ampersand
Riverstone
Riverstone
LS
10.07.2017
SS11
Silty Clay with Gravels
AS 1289.7.1.1
SWELL TEST
SHRINKAGE TEST
Undisturbed
3.4
BH33-0.3-0.6
0.00Extent of Cracking During Shrinkage
to Australian/national standards.
25.5
6.1
0
0.00
Total Shrinkage Strain on Drying
Estimated Inert Material Present
22.5
23.7
0.2
1
ADE Report STC-754-12439 BH41 Plasticity Index Result
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Analysis report: STC-754-12439 BH41
Customer:
Project:
Location:
Sampling and Prep. Procedures AS1289.1.2.1 T105
T108
Laboratory Test No.: T109
Material Description : T113
Moisture Content: AS1289.2.1.1 T120
Liquid Limit - Casagrande
Sample Number 1 2 3 4
Target of Drops 30-40 25-35 20-30 15-25
Number of Drops A 38 33 26 19
Number of Drops B 39 34 25 18
#A = #B ±1 PASS PASS PASS PASS
Identification (Foil or CAN) 30 72 108 82
Mass of Foil/CAN (g) 6.18 6.48 3.73 6.23
Mass of Foil/CAN with Wet Soil (g) 40.68 36.68 43.76 36.95
Constant Mass (Mass 1 + Date/Time) 29.69 26.89 30.57 26.48
Constant Mass (Mass 2 + Date/Time) 29.69 26.89 30.57 26.48
Mass of Foil/CAN with Dry Soil (g) 29.69 26.89 30.57 26.48
Mass of Soil Solid (g) 23.51 20.41 26.84 20.25
Mass of Water (g) 10.99 9.79 13.19 10.47
Water Content (%) 47% 48% 49% 52%
Liquid Limit (graph at 25 blows) (%)
Plastic Limit - 3 mm diameter soil
Sample Number 1 2 3
Identification (Foil or CAN) 20 39 117
Mass of Foil/CAN (g) 5.44 5.73 3.78
Mass of Foil/CAN with Wet Soil (g) 11.23 11.26 11.02
Mass of Foil/CAN with Dry Soil (g) 10.40 10.43 9.96
Mass of Soil Solid (g) 4.96 4.70 6.18
Mass of Water (g) 0.83 0.83 1.06
Water Content (%) 17% 18% 17%
Plastic Limit (%)
Plasticity Index
33%
Sample taken from Casagrande Analysis - AS1289.3.1.1/AS1289.3.1.2 such that it is 25±3 blows
Method of Preparation:
History of Sample:
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
AS1289.3.1.1 AS1289.3.1.2
AS1289 3.2.1
AS1289.3.4.1
The results of the tests, calibrations and/or measurements included in this document are traceable
AS1289 3.3.1
Silty Clay
to Australian/national standards.
ZGTested By:
Test Procedure:
STC-754-12439 BH41
Riverstone
50%
Plasticity Index = Liquid Limit - Plastic Limit (%)
17%
24.07.2017
STC-754-12439
A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Job No.:
Date:Riverstone
Ampersand
y = -0.002x + 0.56145%
48%
51%
54%
15 20 25 30 35 40
Mo
stu
re C
on
ten
t %
Number of Blows
Liquid Limit
Natural State Air-dried Oven-dried Unknown
Wet-sieved Dry-sieved
1
ADE Report STC-754-12439 PI05 Plasticity Index Result
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Analysis report: STC-754-12439 PI05
Customer:
Project:
Location:
Sampling and Prep. Procedures AS1289.1.2.1 T105
T108
Laboratory Test No.: T109
Material Description : T113
Moisture Content: AS1289.2.1.1 T120
Liquid Limit - Casagrande
Sample Number 1 2 3 4
Target of Drops 30-40 25-35 20-30 15-25
Number of Drops A 31 27 23 19
Number of Drops B 31 28 23 20
#A = #B ±1 PASS PASS PASS PASS
Identification (Foil or CAN) 71 14 106 64
Mass of Foil/CAN (g) 5.60 5.01 3.34 5.72
Mass of Foil/CAN with Wet Soil (g) 38.67 31.74 34.72 39.37
Constant Mass (Mass 1 + Date/Time) 28.35 23.30 24.63 28.42
Constant Mass (Mass 2 + Date/Time) 28.35 23.30 24.63 28.42
Mass of Foil/CAN with Dry Soil (g) 28.35 23.30 24.63 28.42
Mass of Soil Solid (g) 22.75 18.29 21.29 22.70
Mass of Water (g) 10.32 8.44 10.09 10.95
Water Content (%) 45% 46% 47% 48%
Liquid Limit (graph at 25 blows) (%)
Plastic Limit - 3 mm diameter soil
Sample Number 1 2 3
Identification (Foil or CAN) 78 19 116
Mass of Foil/CAN (g) 4.67 5.77 4.08
Mass of Foil/CAN with Wet Soil (g) 11.84 13.78 12.99
Mass of Foil/CAN with Dry Soil (g) 10.79 12.56 11.66
Mass of Soil Solid (g) 6.12 6.79 7.58
Mass of Water (g) 1.05 1.22 1.33
Water Content (%) 17% 18% 18%
Plastic Limit (%)
Plasticity Index
29%
Sample taken from Casagrande Analysis - AS1289.3.1.1/AS1289.3.1.2 such that it is 25±3 blows
Method of Preparation:
History of Sample:
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
AS1289.3.1.1 AS1289.3.1.2
AS1289 3.2.1
AS1289.3.4.1
The results of the tests, calibrations and/or measurements included in this document are traceable
AS1289 3.3.1
Silty Clay
to Australian/national standards.
ZGTested By:
Test Procedure:
STC-754-12439 PI05
Riverstone
47%
Plasticity Index = Liquid Limit - Plastic Limit (%)
18%
24.07.2017
STC-754-12439
A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Job No.:
Date:Riverstone
Ampersand
y = -0.002x + 0.52945%
48%
51%
15 20 25 30 35
Mo
stu
re C
on
ten
t %
Number of Blows
Liquid Limit
Natural State Air-dried Oven-dried Unknown
Wet-sieved Dry-sieved
1
ADE Report STC-754-12439 PI06 Plasticity Index Result
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Analysis report: STC-754-12439 PI06
Customer:
Project:
Location:
Sampling and Prep. Procedures AS1289.1.2.1 T105
T108
Laboratory Test No.: T109
Material Description : T113
Moisture Content: AS1289.2.1.1 T120
Liquid Limit - Casagrande
Sample Number 1 2 3 4
Target of Drops 30-40 25-35 20-30 15-25
Number of Drops A 31 25 21 17
Number of Drops B 32 25 20 16
#A = #B ±1 PASS PASS PASS PASS
Identification (Foil or CAN) 42 109 40 67
Mass of Foil/CAN (g) 5.24 3.86 5.74 4.86
Mass of Foil/CAN with Wet Soil (g) 31.82 32.84 35.30 38.78
Constant Mass (Mass 1 + Date/Time) 24.60 24.80 27.02 29.09
Constant Mass (Mass 2 + Date/Time) 24.60 24.80 27.02 29.09
Mass of Foil/CAN with Dry Soil (g) 24.60 24.80 27.02 29.09
Mass of Soil Solid (g) 19.36 20.94 21.28 24.23
Mass of Water (g) 7.22 8.04 8.28 9.69
Water Content (%) 37% 38% 39% 40%
Liquid Limit (graph at 25 blows) (%)
Plastic Limit - 3 mm diameter soil
Sample Number 1 2 3
Identification (Foil or CAN) 86 22 47
Mass of Foil/CAN (g) 5.32 5.18 4.84
Mass of Foil/CAN with Wet Soil (g) 12.03 11.08 12.77
Mass of Foil/CAN with Dry Soil (g) 11.12 10.26 11.69
Mass of Soil Solid (g) 5.80 5.08 6.85
Mass of Water (g) 0.91 0.82 1.08
Water Content (%) 16% 16% 16%
Plastic Limit (%)
Plasticity Index
23%
Sample taken from Casagrande Analysis - AS1289.3.1.1/AS1289.3.1.2 such that it is 25±3 blows
Method of Preparation:
History of Sample:
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
AS1289.3.1.1 AS1289.3.1.2
AS1289 3.2.1
AS1289.3.4.1
The results of the tests, calibrations and/or measurements included in this document are traceable
AS1289 3.3.1
Silty Clay
to Australian/national standards.
ZGTested By:
Test Procedure:
STC-754-12439 PI06
Riverstone
38%
Plasticity Index = Liquid Limit - Plastic Limit (%)
16%
24.07.2017
STC-754-12439
A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Job No.:
Date:Riverstone
Ampersand
y = -0.001x + 0.43036%
39%
42%
15 20 25 30 35
Mo
stu
re C
on
ten
t %
Number of Blows
Liquid Limit
Natural State Air-dried Oven-dried Unknown
Wet-sieved Dry-sieved
1
ADE Report STC-754-12439 PI07 Plasticity Index Result
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Analysis report: STC-754-12439 PI07
Customer:
Project:
Location:
Sampling and Prep. Procedures AS1289.1.2.1 T105
T108
Laboratory Test No.: T109
Material Description : T113
Moisture Content: AS1289.2.1.1 T120
Liquid Limit - Casagrande
Sample Number 1 2 3 4
Target of Drops 30-40 25-35 20-30 15-25
Number of Drops A 37 33 27 20
Number of Drops B 37 32 26 20
#A = #B ±1 PASS PASS PASS PASS
Identification (Foil or CAN) 31 18 114 95
Mass of Foil/CAN (g) 5.48 5.39 3.44 4.35
Mass of Foil/CAN with Wet Soil (g) 40.96 33.42 27.47 39.42
Constant Mass (Mass 1 + Date/Time) 29.31 24.13 19.35 27.32
Constant Mass (Mass 2 + Date/Time) 29.31 24.13 19.35 27.32
Mass of Foil/CAN with Dry Soil (g) 29.31 24.13 19.35 27.32
Mass of Soil Solid (g) 23.83 18.74 15.91 22.97
Mass of Water (g) 11.65 9.29 8.12 12.10
Water Content (%) 49% 50% 51% 53%
Liquid Limit (graph at 25 blows) (%)
Plastic Limit - 3 mm diameter soil
Sample Number 1 2 3
Identification (Foil or CAN) 105 11 45
Mass of Foil/CAN (g) 4.09 4.82 4.52
Mass of Foil/CAN with Wet Soil (g) 12.39 10.82 14.23
Mass of Foil/CAN with Dry Soil (g) 10.99 9.80 12.53
Mass of Soil Solid (g) 6.90 4.98 8.01
Mass of Water (g) 1.40 1.02 1.70
Water Content (%) 20% 20% 21%
Plastic Limit (%)
Plasticity Index
31%
Sample taken from Casagrande Analysis - AS1289.3.1.1/AS1289.3.1.2 such that it is 25±3 blows
Method of Preparation:
History of Sample:
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
24.07.2017
STC-754-12439
A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Job No.:
Date:Riverstone
Ampersand
to Australian/national standards.
ZGTested By:
Test Procedure:
STC-754-12439 PI07
Riverstone
52%
Plasticity Index = Liquid Limit - Plastic Limit (%)
21%
AS1289.3.1.1 AS1289.3.1.2
AS1289 3.2.1
AS1289.3.4.1
The results of the tests, calibrations and/or measurements included in this document are traceable
AS1289 3.3.1
Silty Clay
y = -0.002x + 0.571
48%
51%
54%
15 20 25 30 35 40
Mo
stu
re C
on
ten
t %
Number of Blows
Liquid Limit
Natural State Air-dried Oven-dried Unknown
Wet-sieved Dry-sieved
1
ADE Report STC-754-12439 PI08 Plasticity Index Result
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Analysis report: STC-754-12439 PI08
Customer:
Project:
Location:
Sampling and Prep. Procedures AS1289.1.2.1 T105
T108
Laboratory Test No.: T109
Material Description : T113
Moisture Content: AS1289.2.1.1 T120
Liquid Limit - Casagrande
Sample Number 1 2 3 4
Target of Drops 30-40 25-35 20-30 15-25
Number of Drops A 36 31 22 19
Number of Drops B 37 30 22 19
#A = #B ±1 PASS PASS PASS PASS
Identification (Foil or CAN) 75 43 51 37
Mass of Foil/CAN (g) 4.57 4.43 5.51 4.96
Mass of Foil/CAN with Wet Soil (g) 35.05 32.56 36.22 33.70
Constant Mass (Mass 1 + Date/Time) 26.20 24.20 26.86 24.86
Constant Mass (Mass 2 + Date/Time) 26.20 24.20 26.86 24.86
Mass of Foil/CAN with Dry Soil (g) 26.20 24.20 26.86 24.86
Mass of Soil Solid (g) 21.63 19.77 21.35 19.90
Mass of Water (g) 8.85 8.36 9.36 8.84
Water Content (%) 41% 42% 44% 44%
Liquid Limit (graph at 25 blows) (%)
Plastic Limit - 3 mm diameter soil
Sample Number 1 2 3
Identification (Foil or CAN) 54 3 12
Mass of Foil/CAN (g) 4.99 5.81 5.20
Mass of Foil/CAN with Wet Soil (g) 13.52 12.09 13.56
Mass of Foil/CAN with Dry Soil (g) 12.27 11.20 12.31
Mass of Soil Solid (g) 7.28 5.39 7.11
Mass of Water (g) 1.25 0.89 1.25
Water Content (%) 17% 17% 18%
Plastic Limit (%)
Plasticity Index
26%
Sample taken from Casagrande Analysis - AS1289.3.1.1/AS1289.3.1.2 such that it is 25±3 blows
Method of Preparation:
History of Sample:
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
AS1289.3.1.1 AS1289.3.1.2
AS1289 3.2.1
AS1289.3.4.1
The results of the tests, calibrations and/or measurements included in this document are traceable
AS1289 3.3.1
Silty Clay
to Australian/national standards.
ZGTested By:
Test Procedure:
STC-754-12439 PI08
Riverstone
43%
Plasticity Index = Liquid Limit - Plastic Limit (%)
17%
24.07.2017
STC-754-12439
A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Job No.:
Date:Riverstone
Ampersand
y = -0.002x + 0.482
39%
42%
45%
15 20 25 30 35 40
Mo
stu
re C
on
ten
t %
Number of Blows
Liquid Limit
Natural State Air-dried Oven-dried Unknown
Wet-sieved Dry-sieved
1
ADE Report STC-754-12439 PI09 Plasticity Index Result
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Analysis report: STC-754-12439 PI09
Customer:
Project:
Location:
Sampling and Prep. Procedures AS1289.1.2.1 T105
T108
Laboratory Test No.: T109
Material Description : T113
Moisture Content: AS1289.2.1.1 T120
Liquid Limit - Casagrande
Sample Number 1 2 3 4
Target of Drops 30-40 25-35 20-30 15-25
Number of Drops A 36 31 26 23
Number of Drops B 36 30 27 24
#A = #B ±1 PASS PASS PASS PASS
Identification (Foil or CAN) 111 91 41 53
Mass of Foil/CAN (g) 3.57 4.37 5.40 5.40
Mass of Foil/CAN with Wet Soil (g) 38.91 42.90 37.61 34.28
Constant Mass (Mass 1 + Date/Time) 28.07 30.92 27.44 25.04
Constant Mass (Mass 2 + Date/Time) 28.07 30.92 27.44 25.04
Mass of Foil/CAN with Dry Soil (g) 28.07 30.92 27.44 25.04
Mass of Soil Solid (g) 24.50 26.55 22.04 19.64
Mass of Water (g) 10.84 11.98 10.17 9.24
Water Content (%) 44% 45% 46% 47%
Liquid Limit (graph at 25 blows) (%)
Plastic Limit - 3 mm diameter soil
Sample Number 1 2 3
Identification (Foil or CAN) 21 15 101
Mass of Foil/CAN (g) 5.53 5.33 4.45
Mass of Foil/CAN with Wet Soil (g) 10.74 12.22 11.10
Mass of Foil/CAN with Dry Soil (g) 9.97 11.21 10.15
Mass of Soil Solid (g) 4.44 5.88 5.70
Mass of Water (g) 0.77 1.01 0.95
Water Content (%) 17% 17% 17%
Plastic Limit (%)
Plasticity Index
29%
Sample taken from Casagrande Analysis - AS1289.3.1.1/AS1289.3.1.2 such that it is 25±3 blows
Method of Preparation:
History of Sample:
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
AS1289.3.1.1 AS1289.3.1.2
AS1289 3.2.1
AS1289.3.4.1
The results of the tests, calibrations and/or measurements included in this document are traceable
AS1289 3.3.1
Silty Clay
to Australian/national standards.
ZGTested By:
Test Procedure:
STC-754-12439 PI09
Riverstone
46%
Plasticity Index = Liquid Limit - Plastic Limit (%)
17%
24.07.2017
STC-754-12439
A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Job No.:
Date:Riverstone
Ampersand
y = -0.002x + 0.517
42%
45%
48%
15 20 25 30 35 40
Mo
stu
re C
on
ten
t %
Number of Blows
Liquid Limit
Natural State Air-dried Oven-dried Unknown
Wet-sieved Dry-sieved
1
ADE Report STC-754-12439 PI PI01 Plasticity Index Test Result
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Analysis report: STC-754-12439 PI01
Customer:
Project:
Location:
Sampling and Prep. Procedures AS1289.1.2.1 T105
T108
Laboratory Test No.: T109
Material Description : T113
Moisture Content: AS1289.2.1.1 T120
Liquid Limit - Casagrande
Sample Number 1 2 3 4
Target of Drops 30-40 25-35 20-30 15-25
Number of Drops A 40 31 24 20
Number of Drops B 40 32 24 20
#A = #B ±1 PASS PASS PASS PASS
Identification (Foil or CAN) 20 67 95 39
Mass of Foil/CAN (g) 5.43 4.85 4.36 5.74
Mass of Foil/CAN with Wet Soil (g) 35.84 37.55 30.33 39.44
Constant Mass (Mass 1 + Date/Time) 28.10 26.99 21.13 26.15
Constant Mass (Mass 2 + Date/Time) 28.10 26.99 21.13 26.15
Mass of Foil/CAN with Dry Soil (g) 28.10 26.99 21.13 26.15
Mass of Soil Solid (g) 22.67 22.14 16.77 20.41
Mass of Water (g) 7.74 10.56 9.20 13.29
Water Content (%) 34% 48% 55% 65%
Liquid Limit (graph at 25 blows) (%)
Plastic Limit - 3 mm diameter soil
Sample Number 1 2 3
Identification (Foil or CAN) 20 67 117
Mass of Foil/CAN (g) 5.44 4.85 3.79
Mass of Foil/CAN with Wet Soil (g) 11.97 11.21 10.23
Mass of Foil/CAN with Dry Soil (g) 10.88 10.14 9.14
Mass of Soil Solid (g) 5.44 5.29 5.35
Mass of Water (g) 1.09 1.07 1.09
Water Content (%) 20% 20% 20%
Plastic Limit (%)
Plasticity Index
36%
Sample taken from Casagrande Analysis - AS1289.3.1.1/AS1289.3.1.2 such that it is 25±3 blows
Method of Preparation:
History of Sample:
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
AS1289 3.3.1
Slity Clay AS1289.3.4.1
The results of the tests, calibrations and/or measurements included in this document are traceable
to Australian/national standards.
ZGTested By:
Test Procedure:
STC-754-12439 PI01
Riverstone
56%
Plasticity Index = Liquid Limit - Plastic Limit (%)
20%
AS1289.3.1.1 AS1289.3.1.2
AS1289 3.2.1
12.07.2017
STC-754-12439
A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Job No.:
Date:Riverstone
Ampersand
y = -0.014x + 0.926
0%3%6%9%
12%15%18%21%24%27%30%33%36%39%42%45%48%51%54%57%60%63%66%69%
15 20 25 30 35 40 45
Mo
stu
re C
on
ten
t %
Number of Blows
Liquid Limit
Natural State Air-dried Oven-dried Unknown
Wet-sieved Dry-sieved
1
ADE Report STC-754-12439 PI PI02 Plasticity Index Test Result
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Analysis report: STC-754-12439 PI02
Customer:
Project:
Location:
Sampling and Prep. Procedures AS1289.1.2.1 T105
T108
Laboratory Test No.: T109
Material Description : T113
Moisture Content: AS1289.2.1.1 T120
Liquid Limit - Casagrande
Sample Number 1 2 3 4
Target of Drops 30-40 25-35 20-30 15-25
Number of Drops A 40 34 24 17
Number of Drops B 40 34 25 18
#A = #B ±1 PASS PASS PASS PASS
Identification (Foil or CAN) 117 64 40 30
Mass of Foil/CAN (g) 3.79 5.72 5.76 6.19
Mass of Foil/CAN with Wet Soil (g) 39.71 36.54 43.59 41.14
Constant Mass (Mass 1 + Date/Time) 26.41 24.94 28.90 27.26
Constant Mass (Mass 2 + Date/Time) 26.41 24.94 28.90 27.26
Mass of Foil/CAN with Dry Soil (g) 26.41 24.94 28.90 27.26
Mass of Soil Solid (g) 22.62 19.22 23.14 21.07
Mass of Water (g) 13.30 11.60 14.69 13.88
Water Content (%) 59% 60% 63% 66%
Liquid Limit (graph at 25 blows) (%)
Plastic Limit - 3 mm diameter soil
Sample Number 1 2 3
Identification (Foil or CAN) 54 42 95
Mass of Foil/CAN (g) 4.99 5.22 4.36
Mass of Foil/CAN with Wet Soil (g) 11.38 13.31 11.34
Mass of Foil/CAN with Dry Soil (g) 10.16 11.74 10.02
Mass of Soil Solid (g) 5.17 6.52 5.66
Mass of Water (g) 1.22 1.57 1.32
Water Content (%) 24% 24% 23%
Plastic Limit (%)
Plasticity Index
40%
Sample taken from Casagrande Analysis - AS1289.3.1.1/AS1289.3.1.2 such that it is 25±3 blows
Method of Preparation:
History of Sample:
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
12.07.2017
STC-754-12439
A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Job No.:
Date:Riverstone
Ampersand
to Australian/national standards.
ZGTested By:
Test Procedure:
STC-754-12439 PI02
Riverstone
63%
Plasticity Index = Liquid Limit - Plastic Limit (%)
24%
AS1289.3.1.1 AS1289.3.1.2
AS1289 3.2.1
AS1289 3.3.1
Silty Clay AS1289.3.4.1
The results of the tests, calibrations and/or measurements included in this document are traceable
y = -0.003x + 0.710
57%
60%
63%
66%
69%
15 20 25 30 35 40 45
Mo
stu
re C
on
ten
t %
Number of Blows
Liquid Limit
Natural State Air-dried Oven-dried Unknown
Wet-sieved Dry-sieved
1
ADE Report STC-754-12439 PI PI03 Plasticity Index Test Result
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Analysis report: STC-754-12439 PI03
Customer:
Project:
Location:
Sampling and Prep. Procedures AS1289.1.2.1 T105
T108
Laboratory Test No.: T109
Material Description : T113
Moisture Content: AS1289.2.1.1 T120
Liquid Limit - Casagrande
Sample Number 1 2 3 4
Target of Drops 30-40 25-35 20-30 15-25
Number of Drops A 40 33 28 24
Number of Drops B 40 33 28 23
#A = #B ±1 PASS PASS PASS PASS
Identification (Foil or CAN) 116 19 78 86
Mass of Foil/CAN (g) 4.08 5.80 4.67 5.38
Mass of Foil/CAN with Wet Soil (g) 41.62 38.65 45.54 40.69
Constant Mass (Mass 1 + Date/Time) 30.15 28.23 32.35 28.93
Constant Mass (Mass 2 + Date/Time) 30.15 28.23 32.35 28.93
Mass of Foil/CAN with Dry Soil (g) 30.15 28.23 32.35 28.93
Mass of Soil Solid (g) 26.07 22.43 27.68 23.55
Mass of Water (g) 11.47 10.42 13.19 11.76
Water Content (%) 44% 46% 48% 50%
Liquid Limit (graph at 25 blows) (%)
Plastic Limit - 3 mm diameter soil
Sample Number 1 2 3
Identification (Foil or CAN) 19 116 45
Mass of Foil/CAN (g) 5.81 4.08 4.53
Mass of Foil/CAN with Wet Soil (g) 10.39 9.99 9.61
Mass of Foil/CAN with Dry Soil (g) 9.73 9.14 8.89
Mass of Soil Solid (g) 3.92 5.06 4.36
Mass of Water (g) 0.66 0.85 0.72
Water Content (%) 17% 17% 17%
Plastic Limit (%)
Plasticity Index
33%
Sample taken from Casagrande Analysis - AS1289.3.1.1/AS1289.3.1.2 such that it is 25±3 blows
Method of Preparation:
History of Sample:
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
AS1289.3.1.1 AS1289.3.1.2
AS1289 3.2.1
AS1289.3.4.1
The results of the tests, calibrations and/or measurements included in this document are traceable
AS1289 3.3.1
Silty Clay
to Australian/national standards.
ZGTested By:
Test Procedure:
STC-754-12439 PI03
Riverstone
49%
Plasticity Index = Liquid Limit - Plastic Limit (%)
17%
17.07.2017
STC-754-12439
A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Job No.:
Date:Riverstone
Ampersand
y = -0.003x + 0.58142%
45%
48%
51%
15 20 25 30 35 40 45
Mo
stu
re C
on
ten
t %
Number of Blows
Liquid Limit
Natural State Air-dried Oven-dried Unknown
Wet-sieved Dry-sieved
1
ADE Report STC-754-12439 CBR1 CBR Test Result
Environmental and OH&S Laboratory A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Customer:
Project:
Location:
CBR Value % 5 Curing Time
CBR Determing Penetration mm 5.00 Method for Establishing Plasticity Level
Laboratory Moisture Ratio (%) 102 Dry Density Before Soaking t/m3 1.82
Laboratory Density Ratio (%) 100 Remoulded Moisture Content % 16.2
Dry Density after Soaking t/m3 1.79 Mass of Surchages Applied kg 4.5
Moisture Content of Remaining % 16.6 Period of Soaking days 4
Moisture Content of Top 30 mm % 20.8 Swell % 2.0
Yes
Percentage of Retained Material - 19mm 0.0
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceable
to Australian/national standards.
Material Description:
Excluded
Silty Clay
STC-754-12439 CBR1
BH8-0.6-1.4
Sample ID:
Test Location:
Compaction Method Used
4 days
Visual /Tactile
AS 1289.5.1.1 Standard
Riverstone Tested By: ZG
Laboratory Test Procedure: AS1289.5.1.1, AS 1289.6.1.1.Sampling Method: AS1289.1.2.1
CALIFORNIA BEARING RATIO REPORT
Ampersand Job No.: STC-754-12439
Riverstone Report Date: 20.07.2017
-0.2
-0.1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
1.1
1.2
1.3
1.4
1.5
1.6
0 1 2 3 4 5 6 7 8 9 10 11 12 13
Load
Fo
rce
(kN
)
Penetration Distance (mm)
1
ADE Report STC-754-12439 CBR2 CBR Test Result
Environmental and OH&S Laboratory A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Customer:
Project:
Location:
CBR Value % 6 Curing Time
CBR Determing Penetration mm 5.00 Method for Establishing Plasticity Level
Laboratory Moisture Ratio (%) 101 Dry Density Before Soaking t/m3 1.84
Laboratory Density Ratio (%) 101 Remoulded Moisture Content % 15.3
Dry Density after Soaking t/m3 1.81 Mass of Surchages Applied kg 4.5
Moisture Content of Remaining % 16.6 Period of Soaking days 4
Moisture Content of Top 30 mm % 20.9 Swell % 1.5
Yes
Percentage of Retained Material - 19mm 0.0
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
CALIFORNIA BEARING RATIO REPORT
Ampersand Job No.: STC-754-12439
Riverstone Report Date: 20.07.2017
Riverstone Tested By: ZG
Laboratory Test Procedure: AS1289.5.1.1, AS 1289.6.1.1.Sampling Method: AS1289.1.2.1
STC-754-12439 CBR2
BH48-0.5-1.2
Sample ID:
Test Location:
Compaction Method Used
4 days
Visual /Tactile
AS 1289.5.1.1 Standard
The results of the tests, calibrations and/or measurements included in this document are traceable
to Australian/national standards.
Material Description:
Excluded
Silty Clay
-0.2-0.1
00.10.20.30.40.50.60.70.80.9
11.11.21.31.41.51.61.71.81.9
0 1 2 3 4 5 6 7 8 9 10 11 12 13
Load
Fo
rce
(kN
)
Penetration Distance (mm)
1
ADE Report STC-754-12439 CBR04 CBR Test Result
Environmental and OH&S Laboratory A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Customer:
Project:
Location:
CBR Value % 3 Curing Time
CBR Determing Penetration mm 5.00 Method for Establishing Plasticity Level
Laboratory Moisture Ratio (%) 100 Dry Density Before Soaking t/m3 1.78
Laboratory Density Ratio (%) 100 Remoulded Moisture Content % 16.7
Dry Density after Soaking t/m3 1.73 Mass of Surchages Applied kg 4.5
Moisture Content of Remaining % 17.2 Period of Soaking days 4
Moisture Content of Top 30 mm % 20.9 Swell % 2.5
Yes
Percentage of Retained Material - 19mm 0.0
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
CALIFORNIA BEARING RATIO REPORT
Ampersand Development Consulting Job No.: STC-754-12439
Riverstone Report Date: 25.07.2017
Riverstone Tested By: ZG
Laboratory Test Procedure: AS1289.5.1.1, AS 1289.6.1.1.Sampling Method: AS1289.1.2.1
STC-754-12439 CBR04
BH23-0.5-1.2
Sample ID:
Test Location:
Compaction Method Used
4 days
Visual /Tactile
AS 1289.5.1.1 Standard
The results of the tests, calibrations and/or measurements included in this document are traceable
to Australian/national standards.
Material Description:
Excluded
Silty Clay
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
1.1
0 1 2 3 4 5 6 7 8 9 10 11 12 13
Load
Fo
rce
(kN
)
Penetration Distance (mm)
1
ADE Report STC-754-12439 CBR4 CBR Test Result
Environmental and OH&S Laboratory A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Customer:
Project:
Location:
CBR Value % 5 Curing Time
CBR Determing Penetration mm 2.50 Method for Establishing Plasticity Level
Laboratory Moisture Ratio (%) 101 Dry Density Before Soaking t/m3 1.75
Laboratory Density Ratio (%) 100 Remoulded Moisture Content % 18.6
Dry Density after Soaking t/m3 1.73 Mass of Surchages Applied kg 4.5
Moisture Content of Remaining % 19.7 Period of Soaking days 4
Moisture Content of Top 30 mm % 23.1 Swell % 1.0
Yes
Percentage of Retained Material - 19mm 0.0
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceable
to Australian/national standards.
Material Description:
Excluded
Silty Clay
STC-754-12439 CBR4
BH59-0.4-1.0
Sample ID:
Test Location:
Compaction Method Used
4 days
Visual /Tactile
AS 1289.5.1.1 Standard
Riverstone Tested By: ZG
Laboratory Test Procedure: AS1289.5.1.1, AS 1289.6.1.1.Sampling Method: AS1289.1.2.1
CALIFORNIA BEARING RATIO REPORT
Ampersand Job No.: STC-754-12439
Riverstone Report Date: 20.07.2017
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
1.1
1.2
1.3
1.4
1.5
0 1 2 3 4 5 6 7 8 9 10 11 12 13
Load
Fo
rce
(kN
)
Penetration Distance (mm)
1
ADE Report STC-754-12439 CBR05 CBR Test Result
Environmental and OH&S Laboratory A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Customer:
Project:
Location:
CBR Value % 6 Curing Time
CBR Determing Penetration mm 2.50 Method for Establishing Plasticity Level
Laboratory Moisture Ratio (%) 100 Dry Density Before Soaking t/m3 1.78
Laboratory Density Ratio (%) 100 Remoulded Moisture Content % 18.2
Dry Density after Soaking t/m3 1.77 Mass of Surchages Applied kg 4.5
Moisture Content of Remaining % 18.1 Period of Soaking days 4
Moisture Content of Top 30 mm % 19.4 Swell % 0.5
Yes
Percentage of Retained Material - 19mm 0.0
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or measurements included in this document are traceable
to Australian/national standards.
Material Description:
Excluded
Silty Clay
STC-754-12439 CBR05
BH28-0.4-1.0
Sample ID:
Test Location:
Compaction Method Used
4 days
Visual /Tactile
AS 1289.5.1.1 Standard
Riverstone Tested By: ZG
Laboratory Test Procedure: AS1289.5.1.1, 1289.6.1.1.Sampling Method: AS1289.1.2.1
CALIFORNIA BEARING RATIO REPORT
Ampersand Development Consulting Job No.: STC-754-12439
Riverstone Report Date: 25.07.2017
-0.2-0.1
00.10.20.30.40.50.60.70.80.9
11.11.21.31.41.51.61.71.8
0 1 2 3 4 5 6 7 8 9 10 11 12 13
Load
Fo
rce
(kN
)
Penetration Distance (mm)
1
ADE Report STC-754-12439 CBR6 CBR Test Result
Environmental and OH&S Laboratory A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
Unit 4/10-11 Millennium Court,
Silverwater 2128
Ph: (02) 9648-6669
Customer:
Project:
Location:
CBR Value % 4 Curing Time
CBR Determing Penetration mm 2.50 Method for Establishing Plasticity Level
Laboratory Moisture Ratio (%) 101 Dry Density Before Soaking t/m3 1.74
Laboratory Density Ratio (%) 101 Remoulded Moisture Content % 19.5
Dry Density after Soaking t/m3 1.74 Mass of Surchages Applied kg 4.5
Moisture Content of Remaining % 19.5 Period of Soaking days 4
Moisture Content of Top 30 mm % 19.9 Swell % 0.0
Yes
Percentage of Retained Material - 19mm 0.0
Results Approved By:
Bikesh Deoju
Geotechnical Engineer
B. Sc. ( Civil Engineering)
Accreditation No.14664.
Accredited for compliance with ISO/IEC 17025.
Tests not covered by NATA are denoted with *.
CALIFORNIA BEARING RATIO REPORT
Ampersand Development Consulting Job No.: STC-754-12439
Riverstone Report Date: 27.07.2017
Riverstone Tested By: ZG
Laboratory Test Procedure: AS1289.5.1.1, AS 1289.6.1.1.Sampling Method: AS1289.1.2.1
STC-754-12439 CBR6
BH41-0.8-1.5
Sample ID:
Test Location:
Compaction Method Used
4 days
Visual /Tactile
AS 1289.5.1.1 Standard
The results of the tests, calibrations and/or measurements included in this document are traceable
to Australian/national standards.
Material Description:
Excluded
Clay of High Plasticity
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
1.1
0 1 2 3 4 5 6 7 8 9 10 11 12 13
Load
Fo
rce
(kN
)
Penetration Distance (mm)
1
Analysis Report STC-754-12439-1 Amended
New South Wales Office:A. D. Envirotech Australia Pty LtdUnit 4, 10-11 Millennium CourtSilverwater, NSW 2128
Telephone:(02) 9648 6669
e-mail: [email protected] ABN: 520 934 529 501
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Analysis report: STC-754-12439-1
Customer: A. D. Envirotech Australia Pty. Ltd.Attention: Bikesh Deoju
Sample Log In DetailsYour reference: STC-754-12439-1No. of Samples: 23Date Received: 12.07.2017Date completed instructions received: 12.07.2017Date of analysis: 12-14.07.2017
Report DetailsReport Date: 16.08.2017Method number**: *ESA-P-16
Results Authorised By:
Ross Nefodov, B.Sc. (Environmental Sc.), M.PE.(Civil Engineering)Managing DirectorCMT NATA approved signatory
The results of the tests, calibrations and/or
measurements included in this document are traceable
Tests not covered by NATA are denoted with *.
A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
to Australian/national standards.
*pH measurement as per: The excavated natural material order 2014 Schedule B3: GUIDELINE ON Laboratory Analysis of Potentially Contaminated Soils *Texture Assessment based on; Salinity Notes, Number 8, Oct 2000, ISSN 1 325-4448, "How to Texture soils & Test for Salinity"
Analysis Report STC-754-12439-1 Amended
New South Wales Office:A. D. Envirotech Australia Pty LtdUnit 4, 10-11 Millennium CourtSilverwater, NSW 2128
Telephone:(02) 9648 6669
e-mail: [email protected] ABN: 520 934 529 50p 1 of 4
Lab ID PQL (mg/kg) 12439-C1 12439-C2 12439-C3 12439-C4 12439-C5 12439-C6
Sample Name 12439-BH01-0.5
12439-BH03-2.5
12439-BH05-1.0
12439-BH07-1.0
12439-BH09-1.5
12439-BH11-1.5
pH 1:5 (average for 3 measurements) 6.0 5.5 5.5 8.8 5.8 6.8EC [dS/m] 0.239 0.279 0.175 0.106 0.589 0.058
Soil Texture GroupMedium &
Heavy ClaysClay Loams
Medium & Heavy Clays
Clay Loams Light Clays Light Clays
Approximate Clay >45 30-35 >45 30-35 35-45 35-45EC1:5 to ECe conversion factor 7 8.6 7 8.6 8.6 8.6
Analysis Report STC-754-12439-1 Amended
New South Wales Office:A. D. Envirotech Australia Pty LtdUnit 4, 10-11 Millennium CourtSilverwater, NSW 2128
Telephone:(02) 9648 6669
e-mail: [email protected] ABN: 520 934 529 50p 2 of 4
Lab ID PQL (mg/kg)
Sample Name
pH 1:5 (average for 3 measurements)EC [dS/m]
Soil Texture Group
Approximate ClayEC1:5 to ECe conversion factor
12439-C7 12439-C8 12439-C9 12439-C10 12439-C11 12439-C12
12439-BH13-3.0
12439-BH14-0.5
12439-BH19-2.0
12439-BH59-2.0
12439-BH43-1.5
12439-BH53-1.0
8.0 6.5 7.1 8.9 9.2 5.70.306 1.121 0.274 0.196 0.111 0.101
Light Clays Light Clays Light Clays Clay Loams Clay LoamsMedium &
Heavy Clays35-45 35-45 35-45 30-35 30-35 >45
8.6 8.6 8.6 8.6 8.6 7
Analysis Report STC-754-12439-1 Amended
New South Wales Office:A. D. Envirotech Australia Pty LtdUnit 4, 10-11 Millennium CourtSilverwater, NSW 2128
Telephone:(02) 9648 6669
e-mail: [email protected] ABN: 520 934 529 50p 3 of 4
Lab ID PQL (mg/kg)
Sample Name
pH 1:5 (average for 3 measurements)EC [dS/m]
Soil Texture Group
Approximate ClayEC1:5 to ECe conversion factor
12439-C13 12439-C14 12439-C15 12439-C16 12439-C17 12439-C18
12439-BH57-0.5
12439-BH15-2.0
12439-BH26-1.0
12439-BH36-0.5
12439-BH41-1.5
12439-BH30-2.0
6.4 7.0 4.5 5.7 8.8 6.70.121 0.377 1.092 0.329 0.277 0.735
Medium & Heavy Clays
Clay LoamsMedium &
Heavy ClaysMedium &
Heavy ClaysMedium &
Heavy ClaysLight Clays
>45 30-35 >45 >45 >45 35-457 8.6 7 7 7 8.6
Analysis Report STC-754-12439-1 Amended
New South Wales Office:A. D. Envirotech Australia Pty LtdUnit 4, 10-11 Millennium CourtSilverwater, NSW 2128
Telephone:(02) 9648 6669
e-mail: [email protected] ABN: 520 934 529 50p 4 of 4
Lab ID PQL (mg/kg)
Sample Name
pH 1:5 (average for 3 measurements)EC [dS/m]
Soil Texture Group
Approximate ClayEC1:5 to ECe conversion factor
12439-C19 12439-C20 12439-C21 12439-C22 12439-C23
12439-BH45-2.0
12439-BH50-0.5
12439-BH55-1.5
12439-BH56-1.0
12439-BH61-0.5
7.3 9.6 4.4 4.6 4.80.374 0.188 1.019 0.697 0.714
Clay Loams Light ClaysMedium &
Heavy ClaysMedium &
Heavy ClaysMedium &
Heavy Clays30-35 35-45 >45 >45 >45
8.6 8.6 7 7 7Comments:Clay Loams - fine sandy clay loam, clay loam, silty clay loamLight Clays - sandy clay, silty clay, light clay, light medium clay
Analysis Report STC-754-12439-1 Amended
New South Wales Office:A. D. Envirotech Australia Pty LtdUnit 4, 10-11 Millennium CourtSilverwater, NSW 2128
Telephone:(02) 9648 6669
e-mail: [email protected] ABN: 520 934 529 502
General Comments and GlossaryTests not covered by NATA are denoted with *.Samples are analysed on "as received" basis.Samples were delivered chilled YesSamples were preserved in correct manner YesSample containers for volatile analysis were received with minimal headspace YesSamples were analysed within holding time YesSome samples have been subcontracted No
1. All samples are tested in batches of 20. 2. All results for soil samples are reported per gram of dry soil, unless otherwise stated.3. However surrogate standards are added to samples due to PAH and BTEX analysis and recoveries are calculated, samples' results are not corrected for standards recoveries.4. Analysis of VOC in water samples are performed on unfiltered waters (as received), spiked with surrogate 5. If heterogenous or insufficient material provided LCS is used as matrix spike for QA/QC purposes.6. Duplicate sample and matrix spike recoveries may not be prepared on smaller jobs, however, were analysed at a frequency7. QA/QC samples shown within the report that states the word "BATCH"; Batch Blank, Matrix Spike and Duplicate were prepared on samples from outside of reported job.
Blank: This is the component of the analytical signal which is not derived from the sample but from reagents,glassware etc, can be determined by processing solvents and reagents in exactly the same manner as for samples.Duplicate: This is the complete duplicate analysis of a sample from the process batch. If possible, the sampleselected should be one where the analyte concentration is easily measurable.Matrix Spike: A portion of the sample is spiked with a known concentration of target analyte. The purpose of the matrixspike is to monitor the performance of the analytical method used and to determine whether matrix interferences exist.LCS (Laboratory Control Sample): This comprises either a standard reference material or a control matrix (such as a blanksand or water) fortified with analytes representative of the analyte class. It is simply a check sample.Surr. (Surrogate Spike): Surrogates are known additions to each sample, blank, matrix spike and LCS in a batch, of compoundswhich are similar to the analyte of interest, however are not expected to be found in real samples.
INS: Insufficient sample for this test>: Greater thanLCS: Laboratory Control SampleNT: Not tested<: Less thanRPD: Relative Percent DifferenceNA: Test not requiredPQL: Practical Quantitation Limit
Laboratory Acceptance Criteria
Matrix Spikes and LCS: Generally 70-130% for inorganics/metals, 60-140% for organics is acceptable.Matrix heterogeneity may result in matrix spike analyses falling outside these limits.
RPD Duplicates: Global RPD Duplicates Acceptance Criteria is 30% however the following acceptance guidelines are equally applicable: Results <10 times the PQL : No Limit Results between 10-20 times the PQL : RPD must lie between 0-50% Results >20 times the PQL : RPD must lie between 0-30% Surrogate Recoveries : Recoveries must lie between 50-150% - Phenols 20-130%.
measurements included in this document are traceable
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or
to Australian/national standards.
Analysis Report STC-754-12439-1 Amended
New South Wales Office:A. D. Envirotech Australia Pty LtdUnit 4, 10-11 Millennium CourtSilverwater, NSW 2128
Telephone:(02) 9648 6669
e-mail: [email protected] ABN: 520 934 529 503
**Methods Number Description:
ESA-MP-01 Determination of metals by MP-AES
ESA-MP-02 Digestion of soil samples for MP-AES analysis
ESA-MP-03 Preparation of water samples for metals determination by MP-AES
ESA-MP-04 TCLP for inorganic contaminants
ESA-MP-05 Digestion of paint and dust samples for lead content determination
ESA-MP-06 Digestion of air filters
ESA-MP-07 Digestion of swabs for determination of lead content in dust
ESA-MP-11 Procedure for digesting soil, sediment, clay and sludge in quadruplets and analysis by MP-AES for trace metal determination
ESA-P-ORG02 Analysis of PAHs by GC-MS
ESA-P-ORG03 Analysis of TRH and TPH by GC-FID
ESA-P-ORG04 Separatory funnel extraction of PAHs from water matrices including TCLP extracts
ESA-P-ORG05 Separatory funnel extraction of TRH and TPH from water matrices
ESA-P-ORG06 Silica gel clean up of soil and water extracts, prior analysis for STPH
ESA-P-ORG07 Extraction of BTEX and VTRX from soil matrices
ESA-P-ORG08 Analysis of soil extracts and waters by P&T GCMS
ESA-P-ORG09 Extraction of TRH from solid matrices
ESA-P-ORG13 Extraction of OCP OPP and PAH from soil matrices as quadruplets
ESA-P-ORG14 Extraction of PCB (Aroclor) OCP OPP and PAH from soil matrices
ESA-P-ORG15 Analysis of PCB OCP OPP and PAH by GCMS
AS 1289.4.3.1 Determination of the pH value of a soil-Electrometric method
AS 1289.3.6.1 Determination of the particle size distribution of a soil - Standard method of analysis by sieving
T276 NSW RMS Test Method T 276 Foreign materials content of recycled crushed concrete
*Texture Assessment based on; Salinity Notes, Number 8, Oct 2000, ISSN 1 325-4448, "How to Texture soils & Test for Salinity"
*ESA-P-16 Procedure for measurement of Electrical Conductivity EC
ESA-P-12 Moisture by classical in-house method; Procedure for gravimetric moisture determination
*pH FOX Test -Determination of Acid Sulfate Soils Field pH
*pH measurement as per: The excavated natural material order 2014 Schedule B3: GUIDELINE ON Laboratory Analysis of Potentially Contaminated Soils
measurements included in this document are traceable
Tests not covered by NATA are denoted with *.
This document shall not be reproduced, except in full.
to Australian/national standards.
The results of the tests, calibrations and/or
Analysis Report STC-754-12439-2 Amended
New South Wales Office:A. D. Envirotech Australia Pty LtdUnit 4, 10-11 Millennium CourtSilverwater, NSW 2128
Telephone:(02) 9648 6669
e-mail: [email protected] ABN: 520 934 529 501
Environmental and OH&S Laboratory
Unit 4/10-11 Millennium Court,Silverwater 2128Ph: (02) 9648-6669
Analysis report: STC-754-12439-2
Customer: A. D. Envirotech Australia Pty. Ltd.Attention: Bikesh Deoju
Sample Log In DetailsYour reference: STC-754-12439-2No. of Samples: 1Date Received: 19.07.2017Date completed instructions received: 19.07.2017Date of analysis: 19-20.07.2017
Report DetailsReport Date: 16.08.2017Method number**: *ESA-P-16
Results Authorised By:
Ross Nefodov, B.Sc. (Environmental Sc.), M.PE.(Civil Engineering)Managing DirectorCMT NATA approved signatory
The results of the tests, calibrations and/or
measurements included in this document are traceable
Tests not covered by NATA are denoted with *.
A division of A. D. Envirotech Australia Pty Ltd A.C.N. 093 452 950
to Australian/national standards.
*pH measurement as per: The excavated natural material order 2014 Schedule B3: GUIDELINE ON Laboratory Analysis of Potentially Contaminated Soils *Texture Assessment based on; Salinity Notes, Number 8, Oct 2000, ISSN 1 325-4448, "How to Texture soils & Test for Salinity"
Analysis Report STC-754-12439-2 Amended
New South Wales Office:A. D. Envirotech Australia Pty LtdUnit 4, 10-11 Millennium CourtSilverwater, NSW 2128
Telephone:(02) 9648 6669
e-mail: [email protected] ABN: 520 934 529 50p 1 of 1
Lab ID PQL (mg/kg) 12439-C24
Sample Name 12439-BH37-1.0
pH 1:5 (average for 3 measurements) 6.8EC [dS/m] 0.947
Soil Texture GroupMedium &
Heavy ClaysApproximate Clay >45EC1:5 to ECe conversion factor 7
Analysis Report STC-754-12439-2 Amended
New South Wales Office:A. D. Envirotech Australia Pty LtdUnit 4, 10-11 Millennium CourtSilverwater, NSW 2128
Telephone:(02) 9648 6669
e-mail: [email protected] ABN: 520 934 529 502
General Comments and GlossaryTests not covered by NATA are denoted with *.Samples are analysed on "as received" basis.Samples were delivered chilled YesSamples were preserved in correct manner YesSample containers for volatile analysis were received with minimal headspace YesSamples were analysed within holding time YesSome samples have been subcontracted No
1. All samples are tested in batches of 20. 2. All results for soil samples are reported per gram of dry soil, unless otherwise stated.3. However surrogate standards are added to samples due to PAH and BTEX analysis and recoveries are calculated, samples' results are not corrected for standards recoveries.4. Analysis of VOC in water samples are performed on unfiltered waters (as received), spiked with surrogate 5. If heterogenous or insufficient material provided LCS is used as matrix spike for QA/QC purposes.6. Duplicate sample and matrix spike recoveries may not be prepared on smaller jobs, however, were analysed at a frequency7. QA/QC samples shown within the report that states the word "BATCH"; Batch Blank, Matrix Spike and Duplicate were prepared on samples from outside of reported job.
Blank: This is the component of the analytical signal which is not derived from the sample but from reagents,glassware etc, can be determined by processing solvents and reagents in exactly the same manner as for samples.Duplicate: This is the complete duplicate analysis of a sample from the process batch. If possible, the sampleselected should be one where the analyte concentration is easily measurable.Matrix Spike: A portion of the sample is spiked with a known concentration of target analyte. The purpose of the matrixspike is to monitor the performance of the analytical method used and to determine whether matrix interferences exist.LCS (Laboratory Control Sample): This comprises either a standard reference material or a control matrix (such as a blanksand or water) fortified with analytes representative of the analyte class. It is simply a check sample.Surr. (Surrogate Spike): Surrogates are known additions to each sample, blank, matrix spike and LCS in a batch, of compoundswhich are similar to the analyte of interest, however are not expected to be found in real samples.
INS: Insufficient sample for this test>: Greater thanLCS: Laboratory Control SampleNT: Not tested<: Less thanRPD: Relative Percent DifferenceNA: Test not requiredPQL: Practical Quantitation Limit
Laboratory Acceptance Criteria
Matrix Spikes and LCS: Generally 70-130% for inorganics/metals, 60-140% for organics is acceptable.Matrix heterogeneity may result in matrix spike analyses falling outside these limits.
RPD Duplicates: Global RPD Duplicates Acceptance Criteria is 30% however the following acceptance guidelines are equally applicable: Results <10 times the PQL : No Limit Results between 10-20 times the PQL : RPD must lie between 0-50% Results >20 times the PQL : RPD must lie between 0-30% Surrogate Recoveries : Recoveries must lie between 50-150% - Phenols 20-130%.
measurements included in this document are traceable
Tests not covered by NATA are denoted with *.
The results of the tests, calibrations and/or
to Australian/national standards.
Analysis Report STC-754-12439-2 Amended
New South Wales Office:A. D. Envirotech Australia Pty LtdUnit 4, 10-11 Millennium CourtSilverwater, NSW 2128
Telephone:(02) 9648 6669
e-mail: [email protected] ABN: 520 934 529 503
**Methods Number Description:
ESA-MP-01 Determination of metals by MP-AES
ESA-MP-02 Digestion of soil samples for MP-AES analysis
ESA-MP-03 Preparation of water samples for metals determination by MP-AES
ESA-MP-04 TCLP for inorganic contaminants
ESA-MP-05 Digestion of paint and dust samples for lead content determination
ESA-MP-06 Digestion of air filters
ESA-MP-07 Digestion of swabs for determination of lead content in dust
ESA-MP-11 Procedure for digesting soil, sediment, clay and sludge in quadruplets and analysis by MP-AES for trace metal determination
ESA-P-ORG02 Analysis of PAHs by GC-MS
ESA-P-ORG03 Analysis of TRH and TPH by GC-FID
ESA-P-ORG04 Separatory funnel extraction of PAHs from water matrices including TCLP extracts
ESA-P-ORG05 Separatory funnel extraction of TRH and TPH from water matrices
ESA-P-ORG06 Silica gel clean up of soil and water extracts, prior analysis for STPH
ESA-P-ORG07 Extraction of BTEX and VTRX from soil matrices
ESA-P-ORG08 Analysis of soil extracts and waters by P&T GCMS
ESA-P-ORG09 Extraction of TRH from solid matrices
ESA-P-ORG13 Extraction of OCP OPP and PAH from soil matrices as quadruplets
ESA-P-ORG14 Extraction of PCB (Aroclor) OCP OPP and PAH from soil matrices
ESA-P-ORG15 Analysis of PCB OCP OPP and PAH by GCMS
AS 1289.4.3.1 Determination of the pH value of a soil-Electrometric method
AS 1289.3.6.1 Determination of the particle size distribution of a soil - Standard method of analysis by sieving
T276 NSW RMS Test Method T 276 Foreign materials content of recycled crushed concrete
*Texture Assessment based on; Salinity Notes, Number 8, Oct 2000, ISSN 1 325-4448, "How to Texture soils & Test for Salinity"
*ESA-P-16 Procedure for measurement of Electrical Conductivity EC
ESA-P-12 Moisture by classical in-house method; Procedure for gravimetric moisture determination
*pH FOX Test -Determination of Acid Sulfate Soils Field pH
*pH measurement as per: The excavated natural material order 2014 Schedule B3: GUIDELINE ON Laboratory Analysis of Potentially Contaminated Soils
measurements included in this document are traceable
Tests not covered by NATA are denoted with *.
This document shall not be reproduced, except in full.
to Australian/national standards.
The results of the tests, calibrations and/or
0 0.00 True
Environmental
CERTIFICATE OF ANALYSISWork Order : Page : 1 of 7ES1717269
:: LaboratoryClient A.D. ENVIROTECH AUSTRALIA PTY LTD Environmental Division Sydney
: :ContactContact INFO ADENVIRO Customer Services ES
:: AddressAddress 6/7 MILLENIUM COURT
SILVERWATER NSW 2128
277-289 Woodpark Road Smithfield NSW Australia 2164
:Telephone +61 02 94007711 :Telephone +61-2-8784 8555
:Project STC-754-12439 Date Samples Received : 12-Jul-2017 17:30
:Order number ---- Date Analysis Commenced : 14-Jul-2017
:C-O-C number PM-F-07B1 Issue Date : 20-Jul-2017 14:23
Sampler : LUIS SANTOS
Site : ----
Quote number : EN/097/17
23:No. of samples received
23:No. of samples analysed
This report supersedes any previous report(s) with this reference. Results apply to the sample(s) as submitted. This document shall not be reproduced, except in full.
This Certificate of Analysis contains the following information:
l General Comments
l Analytical Results
Additional information pertinent to this report will be found in the following separate attachments: Quality Control Report, QA/QC Compliance Assessment to assist with
Quality Review and Sample Receipt Notification.
SignatoriesThis document has been electronically signed by the authorized signatories below. Electronic signing is carried out in compliance with procedures specified in 21 CFR Part 11.
Signatories Accreditation CategoryPosition
Ashesh Patel Inorganic Chemist Sydney Inorganics, Smithfield, NSW
Dian Dao Sydney Inorganics, Smithfield, NSW
Edwandy Fadjar Organic Coordinator Sydney Inorganics, Smithfield, NSW
Raymond Commodore Instrument Chemist Sydney Inorganics, Smithfield, NSW
R I G H T S O L U T I O N S | R I G H T P A R T N E R
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:Client
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A.D. ENVIROTECH AUSTRALIA PTY LTD
General Comments
The analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the USEPA, APHA, AS and NEPM. In house
developed procedures are employed in the absence of documented standards or by client request.
Where moisture determination has been performed, results are reported on a dry weight basis.
Where a reported less than (<) result is higher than the LOR, this may be due to primary sample extract/digestate dilution and/or insufficient sample for analysis.
Where the LOR of a reported result differs from standard LOR, this may be due to high moisture content, insufficient sample (reduced weight employed) or matrix interference.
When no sampling time is provided, the sampling time will default 00:00 on the date of sampling. If no sampling date is provided, the sampling date will be assumed by the laboratory and displayed in brackets without a
time component.
Where a result is required to meet compliance limits the associated uncertainty must be considered. Refer to the ALS Contact for details.
CAS Number = CAS registry number from database maintained by Chemical Abstracts Services. The Chemical Abstracts Service is a division of the American Chemical Society.
LOR = Limit of reporting
^ = This result is computed from individual analyte detections at or above the level of reporting
ø = ALS is not NATA accredited for these tests.
~ = Indicates an estimated value.
Key :
ED007 and ED008: When Exchangeable Al is reported from these methods, it should be noted that Rayment & Lyons (2011) suggests Exchange Acidity by 1M KCl - Method 15G1 (ED005) is a more suitable method
for the determination of exchange acidity (H+ + Al3+).
l
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Analytical Results
BH09-1.5BH07-1.0BH05-1.0BH03-2.5BH01-0.5Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
06-Jul-2017 00:0004-Jul-2017 00:0006-Jul-2017 00:0005-Jul-2017 00:0007-Jul-2017 00:00Client sampling date / time
ES1717269-005ES1717269-004ES1717269-003ES1717269-002ES1717269-001UnitLORCAS NumberCompound
Result Result Result Result Result
EA055: Moisture Content (Dried @ 105-110°C)
20.3 11.4 14.7 18.0 16.1%1----Moisture Content
ED006: Exchangeable Cations on Alkaline Soils
---- ---- ---- 10.8 ----meq/100g0.2----Exchangeable Calcium
---- ---- ---- 1.0 ----meq/100g0.2----Exchangeable Magnesium
---- ---- ---- <0.2 ----meq/100g0.2----Exchangeable Potassium
---- ---- ---- 0.4 ----meq/100g0.2----Exchangeable Sodium
---- ---- ---- 12.2 ----meq/100g0.2----Cation Exchange Capacity
ED007: Exchangeable Cations
0.9 0.2 0.2 ---- ----meq/100g0.1----Exchangeable Calcium
11.2 6.2 10.0 ---- ----meq/100g0.1----Exchangeable Magnesium
0.2 0.4 0.2 ---- ----meq/100g0.1----Exchangeable Potassium
4.5 4.2 3.1 ---- ----meq/100g0.1----Exchangeable Sodium
16.9 11.0 13.8 ---- ----meq/100g0.1----Cation Exchange Capacity
ED008: Exchangeable Cations
---- ---- ---- ---- 0.2meq/100g0.1----Exchangeable Calcium
---- ---- ---- ---- 10.5meq/100g0.1----Exchangeable Magnesium
---- ---- ---- ---- 0.1meq/100g0.1----Exchangeable Potassium
---- ---- ---- ---- 1.9meq/100g0.1----Exchangeable Sodium
---- ---- ---- ---- 12.7meq/100g0.1----Cation Exchange Capacity
ED040S : Soluble Sulfate by ICPAES
70Sulfate as SO4 2- 80 80 20 40mg/kg1014808-79-8
ED045G: Chloride by Discrete Analyser
800Chloride 370 240 <10 990mg/kg1016887-00-6
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Analytical Results
BH59-2.0BH019-2.0BH14-0.5BH13-3.0BH11-1.5Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
07-Jul-2017 00:0006-Jul-2017 00:0006-Jul-2017 00:0005-Jul-2017 00:0004-Jul-2017 00:00Client sampling date / time
ES1717269-010ES1717269-009ES1717269-008ES1717269-007ES1717269-006UnitLORCAS NumberCompound
Result Result Result Result Result
EA055: Moisture Content (Dried @ 105-110°C)
21.3 15.4 12.5 18.0 7.7%1----Moisture Content
ED006: Exchangeable Cations on Alkaline Soils
---- ---- 0.3 ---- 3.5meq/100g0.2----Exchangeable Calcium
---- ---- 4.6 ---- 2.8meq/100g0.2----Exchangeable Magnesium
---- ---- <0.2 ---- <0.2meq/100g0.2----Exchangeable Potassium
---- ---- 3.4 ---- 0.8meq/100g0.2----Exchangeable Sodium
---- ---- 8.4 ---- 7.2meq/100g0.2----Cation Exchange Capacity
ED007: Exchangeable Cations
2.0 1.9 ---- 1.0 ----meq/100g0.1----Exchangeable Calcium
8.0 6.9 ---- 5.3 ----meq/100g0.1----Exchangeable Magnesium
0.2 0.4 ---- 0.1 ----meq/100g0.1----Exchangeable Potassium
2.3 5.2 ---- 3.2 ----meq/100g0.1----Exchangeable Sodium
12.5 14.3 ---- 9.7 ----meq/100g0.1----Cation Exchange Capacity
ED040S : Soluble Sulfate by ICPAES
140Sulfate as SO4 2- 150 230 20 30mg/kg1014808-79-8
ED045G: Chloride by Discrete Analyser
80Chloride 400 1360 600 100mg/kg1016887-00-6
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Analytical Results
BH26-1.0BH15-2.0BH57-0.5BH53-1.0BH43-1.5Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
11-Jul-2017 00:0006-Jul-2017 00:0007-Jul-2017 00:0007-Jul-2017 00:0007-Jul-2017 00:00Client sampling date / time
ES1717269-015ES1717269-014ES1717269-013ES1717269-012ES1717269-011UnitLORCAS NumberCompound
Result Result Result Result Result
EA055: Moisture Content (Dried @ 105-110°C)
9.7 16.3 14.5 7.3 23.1%1----Moisture Content
ED006: Exchangeable Cations on Alkaline Soils
2.4 ---- ---- ---- ----meq/100g0.2----Exchangeable Calcium
2.9 ---- ---- ---- ----meq/100g0.2----Exchangeable Magnesium
<0.2 ---- ---- ---- ----meq/100g0.2----Exchangeable Potassium
0.6 ---- ---- ---- ----meq/100g0.2----Exchangeable Sodium
6.0 ---- ---- ---- ----meq/100g0.2----Cation Exchange Capacity
ED007: Exchangeable Cations
---- 0.8 3.7 0.4 ----meq/100g0.1----Exchangeable Calcium
---- 5.9 6.9 7.6 ----meq/100g0.1----Exchangeable Magnesium
---- 0.2 0.2 0.3 ----meq/100g0.1----Exchangeable Potassium
---- 1.9 4.2 4.0 ----meq/100g0.1----Exchangeable Sodium
---- 9.7 15.0 12.4 ----meq/100g0.1----Cation Exchange Capacity
ED008: Exchangeable Cations
---- ---- ---- ---- 0.2meq/100g0.1----Exchangeable Calcium
---- ---- ---- ---- 11.0meq/100g0.1----Exchangeable Magnesium
---- ---- ---- ---- 0.2meq/100g0.1----Exchangeable Potassium
---- ---- ---- ---- 1.7meq/100g0.1----Exchangeable Sodium
---- ---- ---- ---- 15.5meq/100g0.1----Cation Exchange Capacity
ED040S : Soluble Sulfate by ICPAES
<10Sulfate as SO4 2- 90 120 70 <10mg/kg1014808-79-8
ED045G: Chloride by Discrete Analyser
20Chloride 220 410 500 2210mg/kg1016887-00-6
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Analytical Results
BH50-0.5BH45-2.0BH30-2.0BH41-1.5BH36-0.5Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
10-Jul-2017 00:0010-Jul-2017 00:0011-Jul-2017 00:0011-Jul-2017 00:0011-Jul-2017 00:00Client sampling date / time
ES1717269-020ES1717269-019ES1717269-018ES1717269-017ES1717269-016UnitLORCAS NumberCompound
Result Result Result Result Result
EA055: Moisture Content (Dried @ 105-110°C)
16.1 17.8 11.9 8.1 9.4%1----Moisture Content
ED006: Exchangeable Cations on Alkaline Soils
---- 0.4 <0.2 0.5 23.9meq/100g0.2----Exchangeable Calcium
---- 5.6 6.2 4.6 7.5meq/100g0.2----Exchangeable Magnesium
---- 0.2 <0.2 0.2 0.5meq/100g0.2----Exchangeable Potassium
---- 5.5 3.0 2.6 0.7meq/100g0.2----Exchangeable Sodium
---- 11.7 9.4 7.9 32.6meq/100g0.2----Cation Exchange Capacity
ED007: Exchangeable Cations
40.9 ---- ---- ---- ----meq/100g0.1----Exchangeable Calcium
9.9 ---- ---- ---- ----meq/100g0.1----Exchangeable Magnesium
0.6 ---- ---- ---- ----meq/100g0.1----Exchangeable Potassium
0.7 ---- ---- ---- ----meq/100g0.1----Exchangeable Sodium
52.1 ---- ---- ---- ----meq/100g0.1----Cation Exchange Capacity
ED040S : Soluble Sulfate by ICPAES
50Sulfate as SO4 2- 140 130 70 40mg/kg1014808-79-8
ED045G: Chloride by Discrete Analyser
520Chloride 700 1290 640 80mg/kg1016887-00-6
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Analytical Results
--------BH61-0.5BH56-1.0BH55-1.5Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
--------10-Jul-2017 00:0010-Jul-2017 00:0010-Jul-2017 00:00Client sampling date / time
----------------ES1717269-023ES1717269-022ES1717269-021UnitLORCAS NumberCompound
Result Result Result ---- ----
EA055: Moisture Content (Dried @ 105-110°C)
15.4 16.6 18.9 ---- ----%1----Moisture Content
ED008: Exchangeable Cations
0.3 2.1 0.4 ---- ----meq/100g0.1----Exchangeable Calcium
11.3 7.0 4.4 ---- ----meq/100g0.1----Exchangeable Magnesium
0.1 0.2 0.2 ---- ----meq/100g0.1----Exchangeable Potassium
0.9 1.9 0.7 ---- ----meq/100g0.1----Exchangeable Sodium
12.7 11.1 7.8 ---- ----meq/100g0.1----Cation Exchange Capacity
ED040S : Soluble Sulfate by ICPAES
<10Sulfate as SO4 2- 430 <10 ---- ----mg/kg1014808-79-8
ED045G: Chloride by Discrete Analyser
1890Chloride 1050 1400 ---- ----mg/kg1016887-00-6
0 0.00 True
Environmental
CERTIFICATE OF ANALYSISWork Order : Page : 1 of 2ES1717894
:: LaboratoryClient A.D. ENVIROTECH AUSTRALIA PTY LTD Environmental Division Sydney
: :ContactContact MR BIKESH DEOJU Customer Services ES
:: AddressAddress 6/7 MILLENIUM COURT
SILVERWATER NSW 2128
277-289 Woodpark Road Smithfield NSW Australia 2164
:Telephone 02 8541 7214 :Telephone +61-2-8784 8555
:Project STC-754-12439 Date Samples Received : 19-Jul-2017 13:50
:Order number PM-F-07B1 Date Analysis Commenced : 21-Jul-2017
:C-O-C number ---- Issue Date : 28-Jul-2017 13:17
Sampler : LUIS SANTOS
Site : ----
Quote number : EN/097/17
1:No. of samples received
1:No. of samples analysed
This report supersedes any previous report(s) with this reference. Results apply to the sample(s) as submitted. This document shall not be reproduced, except in full.
This Certificate of Analysis contains the following information:
l General Comments
l Analytical Results
Additional information pertinent to this report will be found in the following separate attachments: Quality Control Report, QA/QC Compliance Assessment to assist with
Quality Review and Sample Receipt Notification.
SignatoriesThis document has been electronically signed by the authorized signatories below. Electronic signing is carried out in compliance with procedures specified in 21 CFR Part 11.
Signatories Accreditation CategoryPosition
Ankit Joshi Inorganic Chemist Sydney Inorganics, Smithfield, NSW
Celine Conceicao Senior Spectroscopist Sydney Inorganics, Smithfield, NSW
Dian Dao Sydney Inorganics, Smithfield, NSW
Edwandy Fadjar Organic Coordinator Sydney Inorganics, Smithfield, NSW
R I G H T S O L U T I O N S | R I G H T P A R T N E R
2 of 2:Page
Work Order :
:Client
ES1717894
STC-754-12439:Project
A.D. ENVIROTECH AUSTRALIA PTY LTD
General Comments
The analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the USEPA, APHA, AS and NEPM. In house
developed procedures are employed in the absence of documented standards or by client request.
Where moisture determination has been performed, results are reported on a dry weight basis.
Where a reported less than (<) result is higher than the LOR, this may be due to primary sample extract/digestate dilution and/or insufficient sample for analysis.
Where the LOR of a reported result differs from standard LOR, this may be due to high moisture content, insufficient sample (reduced weight employed) or matrix interference.
When no sampling time is provided, the sampling time will default 00:00 on the date of sampling. If no sampling date is provided, the sampling date will be assumed by the laboratory and displayed in brackets without a
time component.
Where a result is required to meet compliance limits the associated uncertainty must be considered. Refer to the ALS Contact for details.
CAS Number = CAS registry number from database maintained by Chemical Abstracts Services. The Chemical Abstracts Service is a division of the American Chemical Society.
LOR = Limit of reporting
^ = This result is computed from individual analyte detections at or above the level of reporting
ø = ALS is not NATA accredited for these tests.
~ = Indicates an estimated value.
Key :
ED007 and ED008: When Exchangeable Al is reported from these methods, it should be noted that Rayment & Lyons (2011) suggests Exchange Acidity by 1M KCl - Method 15G1 (ED005) is a more suitable method
for the determination of exchange acidity (H+ + Al3+).
l
Analytical Results
----------------BH37-1.0Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
----------------19-Jul-2017 00:00Client sampling date / time
--------------------------------ES1717894-001UnitLORCAS NumberCompound
Result ---- ---- ---- ----
EA055: Moisture Content (Dried @ 105-110°C)
18.1 ---- ---- ---- ----%1.0----Moisture Content
ED008: Exchangeable Cations
1.4 ---- ---- ---- ----meq/100g0.1----Exchangeable Calcium
8.6 ---- ---- ---- ----meq/100g0.1----Exchangeable Magnesium
<0.1 ---- ---- ---- ----meq/100g0.1----Exchangeable Potassium
1.3 ---- ---- ---- ----meq/100g0.1----Exchangeable Sodium
11.5 ---- ---- ---- ----meq/100g0.1----Cation Exchange Capacity
11.1 ---- ---- ---- ----%0.1----Exchangeable Sodium Percent
0.2 ---- ---- ---- -----0.1----Calcium/Magnesium Ratio
<0.1 ---- ---- ---- -----0.1----Magnesium/Potassium Ratio
ED040S : Soluble Sulfate by ICPAES
150Sulfate as SO4 2- ---- ---- ---- ----mg/kg1014808-79-8
ED045G: Chloride by Discrete Analyser
760Chloride ---- ---- ---- ----mg/kg1016887-00-6