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Report onDetailed Site Investigation (Contamination)
Proposed Parkes HospitalNewell Highway, Parkes
Prepared forHealth Infrastructure
Project 73466.01December 2013
Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
Table of Contents
Page
1. Introduction .................................................................................................................................... 1
2. Previous Investigations .................................................................................................................. 2
3. Site Description .............................................................................................................................. 2
4. Regional Geology and Hydrogeology ............................................................................................ 3
5. Scope of Works .............................................................................................................................. 3
6. Site History ..................................................................................................................................... 4
6.1 Aerial Photographs ..............................................................................................................4
6.2 Historical Land Titles............................................................................................................4
6.3 Section 149 Certificate .........................................................................................................4
6.4 Contaminated Lands Register .............................................................................................4
6.5 Licenced Groundwater Bores ..............................................................................................4
7. Conceptual Site Model ................................................................................................................... 4
8. Selected Comparative Guidelines .................................................................................................. 5
9. Data Quality Objectives .................................................................................................................. 5
10. Field Work Procedures ................................................................................................................... 6
10.1 Soils Assessment .................................................................................................................6
10.2 Stockpile Assessment ..........................................................................................................6
10.3 Groundwater Assessment ...................................................................................................7
11. Results of Assessment ................................................................................................................... 7
11.1 Field Work Results ...............................................................................................................7
11.2 Total Photoionisable Compounds Results ...........................................................................7
11.3 Analytical Results for Soil Samples .....................................................................................7
11.4 Field and Laboratory Quality Control Procedures ...............................................................8
12. Discussion of Results ..................................................................................................................... 8
12.1 In Situ Soil Contamination ...................................................................................................8
12.2 Stockpile Contamination ......................................................................................................8
13. Conclusions and Recommendations ............................................................................................. 8
14. References ..................................................................................................................................... 9
15. Limitations .................................................................................................................................... 10
Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
Appendices
Appendix A: About this Report
Appendix B: Drawing
Appendix C: Site History Information
Appendix D: Sampling and Analysis Quality Plan
Appendix E: Field Work Results
Appendix F: Summary of Laboratory Test Results
Appendix G: Detailed Laboratory Test Results
Appendix H: QA/QC Information
Appendix I: PID Calibration Details
Page 1 of 10
Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
Report on Detailed Site Investigation (Contamination) Proposed Parkes Hospital Newell Highway, Parkes
1. Introduction
This report presents the results of a Detailed Site Investigation (Contamination) undertaken on the site of the proposed new Parkes District Hospital off the Newell Highway, Parkes. The work was commissioned by Health Infrastructure, in consultation with TSA Management Pty Ltd, project managers.
The project involves the construction of a new hospital to service the Parkes district. Health Infrastructure is currently in the process of purchasing an 11.8 ha site to the south of the town centre which will be the site of the new hospital and related facilities. The site is primarily vacant and was Crown Land at the time of the assessment.
The detailed contamination assessment was undertaken to:
Compliment a preliminary contamination assessment undertaken on the site by Douglas Partners in May 2013;
Assess the general levels of soil contamination resulting from past and present activities on the site;
Assess the general levels of groundwater contamination if groundwater is encountered within 6 m of the surface;
Assess the general levels of contamination in several small stockpiles of soil that are located on the site;
Assess the suitability of the site for the proposed hospital development; and
Provide recommendations for remediation works, if required.
The overall approach for the detailed contamination assessment included a review of available historical information, the drilling of 139 boreholes on the site, soil sampling from each of the boreholes as well as 16 small stockpiles, laboratory analysis of soil samples and interpretation of the results. Details of the site history, field work and laboratory testing programme are given in this report, as well as comments on the issues outlined above.
The scope of the detailed contamination investigation has been prepared with reference to the newly adopted National Environment Protection Measure (NEPM) guidelines where possible. However, it is noted that the scope of the investigation was largely prepared prior to the formal adoption of the NEPM guidelines and therefore Contaminated Sites: Guidelines for the NSW Site Auditor Scheme (NSW DECC, 2006) has also been used where relevant. This is approach is understood to be acceptable to the NSW EPA as both these guidelines remain current and legally acceptable under the Contaminated Land Management Act 1997.
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Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
A geotechnical investigation was undertaken at the same time as the detailed contamination assessment and is reported separately.
2. Previous Investigations
Douglas Partners undertook a Preliminary Geotechnical and Phase 1 Contamination Assessment on four shortlisted hospital sites in May 2013 (Project 73466). The purpose of the preliminary assessments was to aid in the selection of the preferred site from the four shortlisted sites.
The preliminary assessment on the selected site involved a site inspection by a Senior Engineer and a review of available documentation including published geological and soil landscape maps, historical aerial photographs, historical land title information, notices issued under the Contaminated Lands Management Act 1997, and groundwater bore licences.
The preliminary assessment concluded that the site appears to have primarily been used for agricultural-type purposes. There are no agricultural sheds on the site and aerial photographs suggest such sheds have never been present, and therefore the risks associated with the storage of pesticides, herbicides and fuel is considered to be low. The site was covered with vegetation at the time of the inspection and therefore the risks associated with excessive concentrations of herbicides in the near-surface soils are also considered to be low.
The surrounding sites are primarily used for farming, grazing and/or residential purposes and the risks associated with contamination from adjacent sites are considered to be low. The inferred depth of groundwater (probably >20 m depth) suggests that the quality of the groundwater should be somewhat irrelevant for the proposed development.
On this basis, no major contamination issues that would preclude development on this site were identified from the preliminary assessment.
3. Site Description
The site is near-rectangular and approximately 11.8 ha in total area. It is bounded by the Newell Highway to the west and generally vacant land to the north, south and east. The site slopes downwards to the north-west; the grades are generally steeper at the south-eastern corner and flatten towards the north-west.
At the time of the assessment the site was vacant apart from a small, partially demolished building midway along the northern boundary. There was established vegetation scattered across the majority of the site. Several small stockpiles of material (generally less than 10 m3) were also scattered across the site.
The site is defined as being Lot 550 in Deposited Plan (DP) 750179 and the western portion of Lot 7313 in DP 1147330, immediately to the north of the larger lot. The location of the site and the site boundaries are shown in Drawing C1 in Appendix B.
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Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
4. Regional Geology and Hydrogeology
The Forbes 1:250 000 Geological Series Sheet indicates that the site is close to a boundary between colluvial soils, and rocks of the Forbes Group and of the Cotton Formation. The Forbes Group comprises fine grained sandstone, siltstone, mudstone, polymictic calcareous conglomerate, sandstone and limestone lenses. The Cotton Formation comprises siltstone, chert, sandstone, marl, minor limestone and conglomerate. The colluvial soils are presumably underlain by one or both of these formations.
The Forbes 1:250 000 Soil Landscape Series Sheet indicates that the bedrock is overlain by erosional soils of the Parkes and Bald Hill groups. These soils are likely to be of residual origin.
The regional groundwater table is likely to be at a significant depth (i.e. >20 m) based on the standing water levels recorded in the licenced wells in and around Parkes. The surface water is likely to follow the ground topography and flow in a north-westerly direction towards the Newell Highway.
5. Scope of Works
The scope of the detailed contamination assessment was as follows:
Review various historical documents including title deeds, aerial photographs, the EPA Contaminated Land register and groundwater bore licences to determine the nature of previous activities that may have occurred on the site;
The preparation of a Sampling and Analysis Quality Plan (SAQP) which outlines the objectives of the detailed contamination assessment;
Drill 139 boreholes on the site and collect soil samples from the filling (if present) and natural soil horizons;
Collect soil samples from several small stockpiles on the site;
Install four groundwater monitoring wells if groundwater is encountered within the assessment depth of 6 m;
Screen soil samples with a calibrated Photoionisation Detector (PID) to assess the presence of volatile organic compounds;
Analyse selected soil samples and groundwater samples (if encountered) at a NATA accredited laboratory for a range of potential contaminants;
Provide a detailed contamination assessment report which comments on the recorded levels of contamination in the soils and groundwater on the site, the suitability of the site for the proposed development, and recommendations for follow up action (if required); and
Store remaining soil and groundwater samples not analysed for a period of one month pending the need for further analysis.
Page 4 of 10
Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
6. Site History
6.1 Aerial Photographs
Aerial photographs from 1955, 1965, 1973, 1980, 1983, 1989, 1993, 2000, 2004 and 2013 were used to assess historical land-use patterns on the site. The site appears vacant and sparsely vegetated in all photographs up to and including 2013. A small brick building (now partially demolished) first appears in the 1989 photo. No other improvements are evident from the photographs. The photographs are attached in Appendix C.
6.2 Historical Land Titles
Historical land title deeds were obtained for the site. The site is Crown Land and has been used as a State Forrest and by the Boy Scouts in the past. There is nothing noted in the title information to suggest any potentially contaminating activity has been undertaken on the site. The deed information is provided in Appendix C.
6.3 Section 149 Certificate
There is no Section 149 Certificate for this site as it is Crown Land.
6.4 Contaminated Lands Register
The site is not identified as being significantly contaminated under the Contaminated Lands Management Act 1997 as at 21 October 2013.
6.5 Licenced Groundwater Bores
There are several licenced groundwater bores in the southern region of Parkes. Drawing GW-S in Appendix C shows the locations of the wells. The installation details for selected wells indicate water depths of between 5 m and 51 m as shown on the drawing. Records for the other wells did not provide water level information.
7. Conceptual Site Model
The preliminary assessment indicated that the risk of site contamination is low. The Conceptual Site Model (CSM) is therefore relatively simple on the basis of the information currently available. Potential soil contamination may be present as a result of:
Placement of soil stockpiles or other filling on the site, the origin of which is unknown;
Page 5 of 10
Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
Previously contaminating activities such as pesticide use, herbicide use, the use of fertilisers (e.g. superphosphate), temporary fuel storage for farm machinery etc. which may have occurred in the past. It is noted that there is currently no evidence of such activities having occurred; and
Naturally occurring metals in the soils and rock underlying the site.
The potential for groundwater contamination will depend on the depth to groundwater. Agriculture is the primary land use up-slope of the site and therefore if groundwater flow follows the natural topography of the site, chemical use on up-gradient sites may have had an impact on groundwater quality.
Soil vapour intrusion is currently considered to be a very low risk on the site and will only be considered if volatile contaminants are encountered during the assessment.
The human receptors to soil and groundwater contamination are likely to be the hospital staff, hospital patients and hospital visitors. Construction personnel and nearby residents may also be receptors during the construction phase of the project.
The ecological receptors are likely to be limited to the flora and fauna that grow/live on the site and visit the site. The area is not known to be ecologically significant.
Exposure pathways are expected to be limited to dermal contact with soils on the site by humans, ingestion of soils and vegetation by fauna, and phytotoxic exposure to flora.
8. Selected Comparative Guidelines
The National Environment Protection (Assessment of Site Contamination) Measure, Schedule B1 – Guideline on Investigation Levels for Soil and Groundwater (NEPC, 2013) provides assessment levels for various soil, groundwater and vapour contaminants. The site is assumed to be a commercial/industrial site for the health-based components of the assessment. The site categories for the ecological-based components were determined during the assessment (i.e. determined from soil types, pH and cation exchange capacities of the soils encountered).
The quantitative site assessment criteria adopted are shown in Table F4 in Appendix F.
9. Data Quality Objectives
The investigation procedures and data quality objectives have been devised in general accordance with the seven-step data quality objective (DQO) process outlined in Australian Standard AS 4482.1 – 2005 Guide to the investigation and sampling of sites with potentially contaminated soil – Part 1: Non-volatile and semi-volatile compounds. The various DQOs and QA/QC procedures adopted for the assessment are outlined in the SAQP which is included in Appendix D. They have not been duplicated within the body of this report.
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Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
10. Field Work Procedures
10.1 Soils Assessment
The field work for the soils assessment included the drilling of 139 boreholes, generally on a systematic grid across the site. The locations of the boreholes which were also used for geotechnical investigation and pavement subgrade investigation were selected on the basis of the proposed hospital layout. The bores drilled include PC1 to PC119 (in situ soil contamination only), PG1 to PG12 (in situ soil contamination and geotechnical assessment) and PP1 to PP8 (in situ soil contamination and pavement subgrade assessment).
The boreholes were drilled to depths of 0.75 m to 6.0 m (average depth 1.0 m) using either a truck-mounted Scout drilling rig or an auger mounted to a Bobcat. Sampling was undertaken from the auger which was considered an appropriate technique due to the strength of the soils encountered on the site and the fact that volatile contaminants were not identified as a major soil contamination risk. Mixing of soils from different depth profiles was minimised during sampling by careful drilling and supervision. The bores were backfilled at the completion of the field work.
Soil sampling for contamination assessment purposes was performed in general accordance with the standard sampling procedures outlined in the Douglas Partners Field Procedures Manual. All sampling data were recorded on chain-of-custody information sheets. The sampling generally included:
Soil sampling using decontaminated and/or disposable equipment;
Placement of samples into laboratory prepared jars and immediate capping;
Labelling of sample containers with individual and unique markings including project number, sample location, sample depth and date of sampling; and
Storage of sample containers in a cooled, insulated container for transport to the laboratory.
The ground surface levels at the boreholes were measured relative to Australian Height Datum (AHD) using a high-precision differential global positioning system (dGPS) receiver.
10.2 Stockpile Assessment
The field work for the stockpile assessment included collecting samples from small stockpiles scattered around the site. Sixteen stockpiles were assessed and samples were collected from approximately 0.5 m inside the exterior of each stockpile using decontaminated sampling equipment. Each stockpile was generally less than 10 m3.
Soil sampling was undertaken using the same methodology as that used for the in situ soils described above. The locations of the stockpiles were recorded using a high-precision dGPS receiver and are shown on Drawing C1 in Appendix B.
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Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
10.3 Groundwater Assessment
Groundwater was not encountered within 6 m of the surface and seepage was not observed in the bores 24 hours after the completion of drilling. As such, monitoring wells were not installed on the site and the assessment of groundwater quality is considered to be somewhat irrelevant for the proposed development. Licensed wells in the area of the site indicate groundwater may be 20 m or more below the ground surface levels.
11. Results of Assessment
11.1 Field Work Results
The subsurface conditions encountered in the boreholes are presented in the borehole logs in Appendix E. Notes defining descriptive terms and classification methods are included in Appendix A.
The boreholes generally encountered stiff to hard natural silty and clayey soils overlying porphyritic andesite bedrock. The soil profile was generally between 1 m and 1.5 m thick. Significant depths of filling were not encountered in the boreholes.
Free groundwater was not observed during the field work which indicates that groundwater is below RL 322 (AHD) in the lowest part of the site.
11.2 Total Photoionisable Compounds Results
Replicate soil samples collected from the boreholes were stored under ambient temperatures before screening for Total Photoionisable Compounds (TOPIC) using a calibrated Photoionisation Detector (PID). The results of the screening are shown on the borehole logs in Appendix E. The PID readings were all very low. A calibration certificate for the PID is included in Appendix I.
11.3 Analytical Results for Soil Samples
Envirolab Services Pty Ltd was commissioned to undertake analysis of the majority of the soil samples. Eurofins Environment Testing Australia Pty Ltd was commissioned to undertaken inter-lab QA/QC testing as per the SAQP. Tabulated summaries of the results of the soil analysis are provided in Appendix F. The summaries include Table F1 (Contaminant Concentrations in Soils), Table F2 (Contaminant Concentrations in QA/QC Samples), Table F3 (Statistical Analysis of Contaminant Concentrations) and Table F4 (Adopted Comparative Criteria).
The detailed analytical results, sample receipts and chain of custody documentation are included in Appendix G.
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Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
11.4 Field and Laboratory Quality Control Procedures
The field and laboratory QA/QC procedures adopted for the current assessment are described in Appendix H.
12. Discussion of Results
12.1 In Situ Soil Contamination
A total of 124 soil samples (excluding QA/QC samples) were selectively analysed from 139 boreholes drilled on the site. All samples were from the natural soil profile as in situ filling was not encountered. This testing frequency is considered sufficient for characterising the site. The rationale for selecting the test locations, depths and the testing frequency is provided in the SAQP in Appendix D.
Each of the soil samples analysed exhibited contaminant concentrations below the adopted health-based investigation/screening levels and the ecological-based investigation/screening levels. Further assessment of contaminant levels using statistical measures is therefore considered unnecessary.
Asbestos was not observed in the auger returns from the boreholes and was not detected in the selected samples analysed by the laboratory.
12.2 Stockpile Contamination
Fifteen soil samples were selectively analysed from the various small stockpiles observed on the site. All samples were assumed to be filling. Each of the stockpile samples analysed exhibited contaminant concentrations below the adopted health-based investigation/screening levels and the ecological-based investigation/screening levels.
Asbestos was not observed on the surface of the stockpiles and was not detected in the samples analysed by the laboratory.
13. Conclusions and Recommendations
The site history information indicates that the site has primarily been used for agricultural-type purposes. There are currently no agricultural sheds on the site and no evidence of sheds having previously been located on the site in the historical aerial photographs. The risks associated with the storage of pesticides, herbicides and fuel is therefore considered to be low. The site was covered with vegetation at the time of the inspection and therefore the risks associated with excessive concentrations of herbicides in the near-surface soils are also considered to be low. The surrounding sites are primarily used for farming, grazing and/or residential purposes and the risks associated with contamination from adjacent sites are also considered to be low.
Page 9 of 10
Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
The 124 soil samples analysed from the 139 borehole locations exhibited contaminant concentrations within the adopted assessment criteria for the site. The 15 stockpile samples analysed from the small stockpiles on the site also exhibited contaminant concentrations within the adopted assessment criteria.
Asbestos was not observed in the auger returns, on the surface of the stockpiles or within the laboratory samples analysed. It is noted, however, that the possibility of asbestos being present within the stockpiles should not be discounted as the origin of the filling is unknown and may be the result of illegal dumping activities. If found to be present, asbestos should be able to be readily dealt with by an experienced and suitably licenced contractor without affecting the land use suitability.
On the basis of the results of this detailed contamination assessment, the soils assessed are considered suitable for the proposed hospital development.
If the stockpiles are to be removed from the site as part of the development works, the results of this detailed assessment suggest that, apart from the stockpile from which sample PS10 was obtained, the materials would be classified as General Solid Waste (non-putrescible) in accordance with Waste Classification Guidelines (DECCW, 2009). Sample PS10 exhibited relatively high concentrations of PAHs and further waste classification would be required to determine appropriate disposal options for this stockpile.
The natural soils and bedrock underlying the site should be able to be disposed of as virgin excavated natural material (VENM) providing they are not cross-contaminated prior to, during or following excavation. Confirmation of VENM status will be required during construction.
Groundwater was not encountered within the assessment depth and is likely to be at considerable depth. The quality of the groundwater should therefore not hinder the proposed development of the site for the new Parkes District Hospital.
14. References
Australian Standard AS 4482.1 – 2005 Guide to the investigation and sampling of sites with potentially contaminated soil – Part 1: Non-volatile and semi-volatile compounds.
Contaminated Sites: Guidelines for the NSW Site Auditor Scheme (DECC NSW, 2006)
Contaminated Sites: Sampling Design Guidelines (NSW EPA, 1995)
Forbes 1:250 000 Geological Series Sheet, 1973.
Forbes 1:250 000 Soil Landscape Series Sheet, 1973.
National Environment Protection (Assessment of Site Contamination) Measure, Schedule B1 – Guideline on Investigation Levels for Soil and Groundwater, (NEPC, 2013).
Waste Classification Guidelines (DECCW NSW, 2009).
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Detailed Site Investigation (Contamination), Proposed Parkes Hospital Project 73466.01Newell Highway, Parkes December 2013
15. Limitations
Douglas Partners Pty Ltd (DP) has prepared this report for the Parkes Hospital project off the Newell Highway, Parkes, in accordance with Contract HI13366P between Health Infrastructure and Douglas Partners. The report is provided for the use of Health Infrastructure for this project only and for the purpose(s) described in the report. It should not be used for other projects or by a third party.
The results provided in the report are indicative of the sub-surface conditions only at the specific sampling or testing locations, and then only to the depths investigated and at the time the work was carried out. Subsurface conditions can change abruptly due to variable geological processes and also as a result of anthropogenic influences. Such changes may occur after DP's field testing has been completed.
DP's advice is based upon the conditions encountered during this investigation. The accuracy of the advice provided by DP in this report may be limited by undetected variations in ground conditions between sampling locations. In preparing this report DP has necessarily relied upon information provided by the client and/or their agents.
This report must be read in conjunction with all of the attached notes and should be kept in its entirety without separation of individual pages or sections. DP cannot be held responsible for interpretations or conclusions made by others unless they are supported by an expressed statement, interpretation, outcome or conclusion given in this report.
This report, or sections from this report, should not be used as part of a specification for a project, without review and agreement by DP. This is because this report has been written as advice and opinion rather than instructions for construction.
Douglas Partners Pty Ltd
July 2010
Introduction These notes have been provided to amplify DP's report in regard to classification methods, field procedures and the comments section. Not all are necessarily relevant to all reports.
DP's reports are based on information gained from limited subsurface excavations and sampling, supplemented by knowledge of local geology and experience. For this reason, they must be regarded as interpretive rather than factual documents, limited to some extent by the scope of information on which they rely.
Copyright This report is the property of Douglas Partners Pty Ltd. The report may only be used for the purpose for which it was commissioned and in accordance with the Conditions of Engagement for the commission supplied at the time of proposal. Unauthorised use of this report in any form whatsoever is prohibited.
Borehole and Test Pit Logs The borehole and test pit logs presented in this report are an engineering and/or geological interpretation of the subsurface conditions, and their reliability will depend to some extent on frequency of sampling and the method of drilling or excavation. Ideally, continuous undisturbed sampling or core drilling will provide the most reliable assessment, but this is not always practicable or possible to justify on economic grounds. In any case the boreholes and test pits represent only a very small sample of the total subsurface profile.
Interpretation of the information and its application to design and construction should therefore take into account the spacing of boreholes or pits, the frequency of sampling, and the possibility of other than 'straight line' variations between the test locations.
Groundwater Where groundwater levels are measured in boreholes there are several potential problems, namely: In low permeability soils groundwater may
enter the hole very slowly or perhaps not at all during the time the hole is left open;
A localised, perched water table may lead to an erroneous indication of the true water table;
Water table levels will vary from time to time with seasons or recent weather changes. They may not be the same at the time of construction as are indicated in the report; and
The use of water or mud as a drilling fluid will mask any groundwater inflow. Water has to be blown out of the hole and drilling mud must first be washed out of the hole if water measurements are to be made.
More reliable measurements can be made by installing standpipes which are read at intervals over several days, or perhaps weeks for low permeability soils. Piezometers, sealed in a particular stratum, may be advisable in low permeability soils or where there may be interference from a perched water table.
Reports The report has been prepared by qualified personnel, is based on the information obtained from field and laboratory testing, and has been undertaken to current engineering standards of interpretation and analysis. Where the report has been prepared for a specific design proposal, the information and interpretation may not be relevant if the design proposal is changed. If this happens, DP will be pleased to review the report and the sufficiency of the investigation work.
Every care is taken with the report as it relates to interpretation of subsurface conditions, discussion of geotechnical and environmental aspects, and recommendations or suggestions for design and construction. However, DP cannot always anticipate or assume responsibility for: Unexpected variations in ground conditions.
The potential for this will depend partly on borehole or pit spacing and sampling frequency;
Changes in policy or interpretations of policy by statutory authorities; or
The actions of contractors responding to commercial pressures.
If these occur, DP will be pleased to assist with investigations or advice to resolve the matter.
July 2010
Site Anomalies In the event that conditions encountered on site during construction appear to vary from those which were expected from the information contained in the report, DP requests that it be immediately notified. Most problems are much more readily resolved when conditions are exposed rather than at some later stage, well after the event.
Information for Contractual Purposes Where information obtained from this report is provided for tendering purposes, it is recommended that all information, including the written report and discussion, be made available. In circumstances where the discussion or comments section is not relevant to the contractual situation, it may be appropriate to prepare a specially edited document. DP would be pleased to assist in this regard and/or to make additional report copies available for contract purposes at a nominal charge.
Site Inspection The company will always be pleased to provide engineering inspection services for geotechnical and environmental aspects of work to which this report is related. This could range from a site visit to confirm that conditions exposed are as expected, to full time engineering presence on site.
July 2010
SamplingSampling is carried out during drilling or test pitting to allow engineering examination (and laboratory testing where required) of the soil or rock.
Disturbed samples taken during drilling provide information on colour, type, inclusions and, depending upon the degree of disturbance, some information on strength and structure.
Undisturbed samples are taken by pushing a thin-walled sample tube into the soil and withdrawing it to obtain a sample of the soil in a relatively undisturbed state. Such samples yield information on structure and strength, and are necessary for laboratory determination of shear strength and compressibility. Undisturbed sampling is generally effective only in cohesive soils.
Test Pits Test pits are usually excavated with a backhoe or an excavator, allowing close examination of the in-situ soil if it is safe to enter into the pit. The depth of excavation is limited to about 3 m for a backhoe and up to 6 m for a large excavator. A potential disadvantage of this investigation method is the larger area of disturbance to the site.
Large Diameter Augers Boreholes can be drilled using a rotating plate or short spiral auger, generally 300 mm or larger in diameter commonly mounted on a standard piling rig. The cuttings are returned to the surface at intervals (generally not more than 0.5 m) and are disturbed but usually unchanged in moisture content. Identification of soil strata is generally much more reliable than with continuous spiral flight augers, and is usually supplemented by occasional undisturbed tube samples.
Continuous Spiral Flight Augers The borehole is advanced using 90-115 mm diameter continuous spiral flight augers which are withdrawn at intervals to allow sampling or in-situ testing. This is a relatively economical means of drilling in clays and sands above the water table. Samples are returned to the surface, or may be collected after withdrawal of the auger flights, but they are disturbed and may be mixed with soils from the sides of the hole. Information from the drilling (as distinct from specific sampling by SPTs or undisturbed samples) is of relatively low
reliability, due to the remoulding, possible mixing or softening of samples by groundwater.
Non-core Rotary Drilling The borehole is advanced using a rotary bit, with water or drilling mud being pumped down the drill rods and returned up the annulus, carrying the drill cuttings. Only major changes in stratification can be determined from the cuttings, together with some information from the rate of penetration. Where drilling mud is used this can mask the cuttings and reliable identification is only possible from separate sampling such as SPTs.
Continuous Core Drilling A continuous core sample can be obtained using a diamond tipped core barrel, usually with a 50 mm internal diameter. Provided full core recovery is achieved (which is not always possible in weak rocks and granular soils), this technique provides a very reliable method of investigation.
Standard Penetration Tests Standard penetration tests (SPT) are used as a means of estimating the density or strength of soils and also of obtaining a relatively undisturbed sample. The test procedure is described in Australian Standard 1289, Methods of Testing Soils for Engineering Purposes - Test 6.3.1.
The test is carried out in a borehole by driving a 50 mm diameter split sample tube under the impact of a 63 kg hammer with a free fall of 760 mm. It is normal for the tube to be driven in three successive 150 mm increments and the 'N' value is taken as the number of blows for the last 300 mm. In dense sands, very hard clays or weak rock, the full 450 mm penetration may not be practicable and the test is discontinued.
The test results are reported in the following form. In the case where full penetration is obtained
with successive blow counts for each 150 mm of, say, 4, 6 and 7 as:
4,6,7N=13
In the case where the test is discontinued before the full penetration depth, say after 15 blows for the first 150 mm and 30 blows for the next 40 mm as:
15, 30/40 mm
July 2010
The results of the SPT tests can be related empirically to the engineering properties of the soils.
Dynamic Cone Penetrometer Tests / Perth Sand Penetrometer Tests Dynamic penetrometer tests (DCP or PSP) are carried out by driving a steel rod into the ground using a standard weight of hammer falling a specified distance. As the rod penetrates the soil the number of blows required to penetrate each successive 150 mm depth are recorded. Normally there is a depth limitation of 1.2 m, but this may be extended in certain conditions by the use of extension rods. Two types of penetrometer are commonly used. Perth sand penetrometer - a 16 mm diameter
flat ended rod is driven using a 9 kg hammer dropping 600 mm (AS 1289, Test 6.3.3). This test was developed for testing the density of sands and is mainly used in granular soils and filling.
Cone penetrometer - a 16 mm diameter rod with a 20 mm diameter cone end is driven using a 9 kg hammer dropping 510 mm (AS 1289, Test 6.3.2). This test was developed initially for pavement subgrade investigations, and correlations of the test results with California Bearing Ratio have been published by various road authorities.
July 2010
Description and Classification Methods The methods of description and classification of soils and rocks used in this report are based on Australian Standard AS 1726, Geotechnical Site Investigations Code. In general, the descriptions include strength or density, colour, structure, soil or rock type and inclusions.
Soil Types Soil types are described according to the predominant particle size, qualified by the grading of other particles present:
Type Particle size (mm) Boulder >200 Cobble 63 - 200 Gravel 2.36 - 63 Sand 0.075 - 2.36 Silt 0.002 - 0.075 Clay <0.002
The sand and gravel sizes can be further subdivided as follows:
Type Particle size (mm) Coarse gravel 20 - 63 Medium gravel 6 - 20 Fine gravel 2.36 - 6 Coarse sand 0.6 - 2.36 Medium sand 0.2 - 0.6 Fine sand 0.075 - 0.2
The proportions of secondary constituents of soils are described as:
Term Proportion Example And Specify Clay (60%) and
Sand (40%) Adjective 20 - 35% Sandy Clay Slightly 12 - 20% Slightly Sandy
Clay With some 5 - 12% Clay with some
sandWith a trace of 0 - 5% Clay with a trace
of sand
Definitions of grading terms used are: Well graded - a good representation of all
particle sizes Poorly graded - an excess or deficiency of
particular sizes within the specified range Uniformly graded - an excess of a particular
particle size Gap graded - a deficiency of a particular
particle size with the range
Cohesive Soils Cohesive soils, such as clays, are classified on the basis of undrained shear strength. The strength may be measured by laboratory testing, or estimated by field tests or engineering examination. The strength terms are defined as follows:
Description Abbreviation Undrained shear strength
(kPa)Very soft vs <12 Soft s 12 - 25 Firm f 25 - 50 Stiff st 50 - 100 Very stiff vst 100 - 200 Hard h >200
Cohesionless Soils Cohesionless soils, such as clean sands, are classified on the basis of relative density, generally from the results of standard penetration tests (SPT), cone penetration tests (CPT) or dynamic penetrometers (PSP). The relative density terms are given below:
Relative Density
Abbreviation SPT N value
CPT qc value(MPa)
Very loose vl <4 <2 Loose l 4 - 10 2 -5 Medium dense
md 10 - 30 5 - 15
Dense d 30 - 50 15 - 25 Very dense
vd >50 >25
July 2010
Soil Origin It is often difficult to accurately determine the origin of a soil. Soils can generally be classified as: Residual soil - derived from in-situ weathering
of the underlying rock; Transported soils - formed somewhere else
and transported by nature to the site; or Filling - moved by man.
Transported soils may be further subdivided into: Alluvium - river deposits Lacustrine - lake deposits Aeolian - wind deposits Littoral - beach deposits Estuarine - tidal river deposits Talus - scree or coarse colluvium Slopewash or Colluvium - transported
downslope by gravity assisted by water. Often includes angular rock fragments and boulders.
Historical Aerial Photographs PROJECT: 73466.01
Proposed Parkes Hospital PLATE No: 1
Newell Highway, Parkes REV: 0
CLIENT: Health Infrastructure DATE: 21-Oct-13
Photo 1 - 1955
Photo 2 - 1965
Historical Aerial Photographs PROJECT: 73466.01
Proposed Parkes Hospital PLATE No: 2
Newell Highway, Parkes REV: 0
CLIENT: Health Infrastructure DATE: 21-Oct-13
Photo 3 - 1973
Photo 4 - 1980
Historical Aerial Photographs PROJECT: 73466.01
Proposed Parkes Hospital PLATE No: 3
Newell Highway, Parkes REV: 0
CLIENT: Health Infrastructure DATE: 21-Oct-13
Photo 5 - 1983
Photo 6 - 1989
Historical Aerial Photographs PROJECT: 73466.01
Proposed Parkes Hospital PLATE No: 4
Newell Highway, Parkes REV: 0
CLIENT: Health Infrastructure DATE: 21-Oct-13
Photo 7 - 1993
Photo 8 - 2000
Historical Aerial Photographs PROJECT: 73466.01
Proposed Parkes Hospital PLATE No: 5
Newell Highway, Parkes REV: 0
CLIENT: Health Infrastructure DATE: 21-Oct-13
Photo 9 - 2004
Photo 10 - 2013
Service First Registration Pty Ltd ACN: 108 037 029 Suite 102, Level 1, 64 Castlereagh Street Ph: 02 9233 1314 Sydney 2000 Fax: 9233 2878 PO Box 1539 Sydney 2000 DX 189 Sydney
Email: [email protected] 1
Summary of Owners Report
LPI Sydney
Address: - Newell Highway, Parkes
Description: - Lot 550 D.P. 750179
The early title to this land was Crown Land We are aware of the following events: - Date of Acquisition and term held
Registered Proprietor(s) & Occupations where available Reference to Title at Acquisition and sale
14.07.1885 Within Parkes Population Area – Revoked 31.07.193101.04.1914 Within Crown Lease Area No 1179 – Revoked 25.07.1952
1922 Andrew Stewart (Auctioneer) Crown Tenure Conditional PurchaseCP 1922/20 – forfeited 22.04.1949
19.08.1949 Within Reserve 2423 from occupation under any MR or BL –revoked 31.01.1953
1949 Application by David John Langlands for Special Lease 1949/25 - withdrawn 1949
25.07.1952 Dedicated as Parkes State Forest – revoked 07.06.1960
21.04.1961 Dedicated for Community Forest Purposes – part revoked 30.08.1974
30.08.1974 Reserve R 87277 for Boy Scouts – being that part marked (A) on the attached cadastre, subsequently revoked 07.11.2003
2007 Possible Licence to Parkes Shire Council (No. 403569)
11.05.2013 Computer Title created showing the State of New South Wales as the Registered Proprietor
# Denotes current registered proprietor Leases and Easements: - NIL Yours Sincerely Mark Groll 14 May 2013 (Ph: 0412 199 304)
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Douglas Partners Pty Ltd ABN 75 053 980 117
www.douglaspartners.com.au 96 Hermitage Road
West Ryde NSW 2114 PO Box 472
West Ryde NSW 1685 Phone (02) 9809 0666
Fax (02) 9809 4095
Brisbane • Cairns • Campbelltown • Canberra • Darwin • Gold Coast • Melbourne • Newcastle • Perth • Sunshine Coast • Sydney • Townsville • Wollongong • Wyong
Project 73466.01Health Infrastructure 14 August 2013c/- TSA Management Pty Ltd PMOLevel 16, 207 Kent Street SYDNEY NSW 2000
Attention: Ms Emma Jowsey
Dear Sirs
Sampling and Analysis Quality Plan Proposed Parkes Hospital Newell Highway, Parkes
1. Introduction
This Sampling and Analysis Quality Plan (SAQP) has been prepared for a proposed detailed contamination assessment on the site of the proposed new Parkes Hospital, Newell Highway, Parkes. The assessment was commissioned by Health Infrastructure, in consultation with TSA Management Pty Ltd, project managers.
The project involves the construction of a new hospital to service the Parkes district. Health Infrastructure has chosen the site from a shortlist of four potential sites. Detailed contamination assessment is required to confirm that the new site is suitable for the construction of a new hospital and to delineate any areas which may require remediation prior to or during the development works.
The scope of the detailed contamination investigation has been prepared with reference to the newly adopted National Environment Protection Measure (NEPM) guidelines where possible. However, it is noted that the scope of the investigation was largely prepared prior to the formal adoption of the NEPM guidelines and Contaminated Sites: Guidelines for the NSW Site Auditor Scheme (NSWDECC, 2006) has also been used where relevant. This is approach is understood to be acceptable to the NSW EPA as both these guidelines remain current and legal under the Contaminated Land Management Act 1997.
2. Previous Investigations
Douglas Partners undertook a Preliminary Geotechnical and Phase 1 Contamination Assessment on each of the four shortlisted hospital sites in May 2013 (Project 73466). The purpose of the preliminary assessments was to aid in the selection of the preferred site from the four shortlisted sites.
Page 2 of 8
Sampling and Analysis Quality Plan Project 73466.01Newell Highway, Parkes August 2013
The preliminary assessment on the selected site involved a site inspection by a Senior Engineer and a review of available documentation including published geological and soil landscape maps, historical aerial photographs, historical land title information, notices issued under the Contaminated Lands Management Act 1997, and groundwater bore licences.
The preliminary assessment concluded that the site appears to have primarily been used for agricultural-type purposes. There are currently no agricultural sheds on the site and therefore the risks associated with the storage of pesticides, herbicides and fuel is considered to be low. The site was covered with vegetation at the time of the inspection and therefore the risks associated with excessive concentrations of pesticides and herbicides in the near-surface soils are also considered to be low.
The surrounding sites are primarily used for farming, grazing and/or residential purposes and the risks associated with contamination from adjacent sites are considered to be low. The inferred depth of groundwater (probably >20 m depth) suggests that the quality of the groundwater should be somewhat irrelevant for the proposed development.
On this basis, no major contamination issues that would preclude development on this site were identified from the preliminary assessment.
3. Purpose of Detailed Contamination Assessment
A Detailed Contamination Assessment was commissioned by Health Infrastructure to aid in the management of contamination risks associated with purchasing an 11.8 ha site. Although the preliminary, qualitative assessment indicated a low risk of major contamination on the site, quantitative assessment was commissioned to confirm this risk rating.
The proposed investigation components of the detailed assessment are described in the following sections.
4. Summary of Conceptual Site Model
The preliminary assessment indicated that the risk of site contamination is low. The Conceptual Site Model (CSM) is therefore relatively simple on the basis of the information currently available. Potential soil contamination may be present as a result of:
Placement of soil stockpiles or other filling on the site, the origin of which is unknown;
Previously contaminating activities such as pesticide use, temporary fuel storage for farm machinery etc. which may have occurred in the past. It is noted that there is currently no evidence of such activities having occurred; and
Naturally occurring metals in the soils and rock underlying the site.
Page 3 of 8
Sampling and Analysis Quality Plan Project 73466.01Newell Highway, Parkes August 2013
The potential for groundwater contamination will depend on the depth to groundwater. Agriculture is the primary land use up-slope of the site and therefore if groundwater flow follows the natural topography of the site, chemical use on up-gradient sites may have had an impact on groundwater quality.
Soil vapour intrusion is currently considered to be a very low risk on the site and will only be considered if volatile contaminants are encountered during the assessment.
The human receptors to soil and groundwater contamination are likely to be the hospital staff, hospital patients and hospital visitors. Construction personnel and nearby residents may also be receptors during the construction phase of the project.
The ecological receptors are likely to be limited to the flora and fauna that grow/live on the site and visit the site. The area is not known to be ecologically significant.
Exposure pathways are expected to be limited to dermal contact with soils on the site by humans, ingestion of soils and vegetation by fauna, and phytotoxic exposure to flora.
5. Data Quality Objectives
This SAQP has been devised in general accordance with the seven-step data quality objective (DQO) process outlined in Australian Standard AS 4482.1 – 2005 Guide to the investigation and sampling of sites with potentially contaminated soil – Part 1: Non-volatile and semi-volatile compounds. The DQO process is outlined below.
(a) State The Problem
The site is to be redeveloped as the new Parkes District Hospital. Detailed Contamination Assessment is required to assess the risk associated with redeveloping the site so that appropriate allowances and remediation measures can be provided as part of the works, if necessary.
(b) Identify the Decision
The preliminary assessment identified a partially demolished brick building and several small stockpiles of soil on the site. No other obvious areas of potential concern were identified and therefore a systematic grid sampling pattern, incorporating sampling of the various stockpiles, was determined to be the most suitable approach for sampling on the site.
The total site area is approximately 11.8 ha. This consists of 9.8 ha of Lot 550 in DP 750179, and approximately 2 ha of the western portion of Lot 7313 in DP 1147330 immediately to the north of the larger lot. A sampling frequency of 11 sampling points per hectare is considered appropriate based on Table A of Contaminated Sites: Sampling Design Guidelines (NSW EPA, 1995). This frequency should be able to detect a contamination hot spot of 35.6 m diameter with 95% confidence.
Page 4 of 8
Sampling and Analysis Quality Plan Project 73466.01Newell Highway, Parkes August 2013
A minimum of 130 sampling locations are therefore required on the site.
Further information on the proposed sampling locations and suite of potential contaminants to be analysed are included in Sections 6 to 8 of this SAQP.
(c) Identify Inputs to the Decision
The primary inputs in assessing the presence of contamination on the site will be:
The results of the preliminary contamination assessment;
Field observations;
Laboratory test results; and
Published guidelines appropriate for the proposed hospital land use (commercial/industrial).
(d) Define the Boundary of the Assessment
The boundary of the assessment is defined by the boundary of the subject site as shown in Drawing SK01 attached to this SAQP. The site is identified as Lot 550 in DP 750179, and approximately 2 ha of the western portion of Lot 7313 in DP 1147330 immediately to the north of the larger lot. The site is in the Parish of Parkes, County of Ashburnham
(e) Develop a Decision Rule
The decision rule is based on the following documents:
NSW EPA (1995); Contaminated Sites: Sampling Design Guidelines; and
NEPC (2013), National Environment Protection (Assessment of Site Contamination) Measure, Schedule B1 – Guideline on Investigation Levels for Soil and Groundwater. The site is assumed to be a commercial/industrial site for the health-based components of the assessment. The site categories for the ecological-based components will be determined during the assessment (i.e. determined from soil types, pH and cation exchange capacities of the soils encountered).
(f) Specify Acceptable Limits on Decision Errors
Appropriate quality assurance and quality control measures will be incorporated into the sampling and testing regime to ensure the quality of the assessment data. These measures are outlined in Section 9 of this SAQP.
(g) Optimise the Design for Obtaining Data
The soil sampling locations have been selected using a systematic grid as described above. Groundwater wells will be installed in the deeper geotechnical bores if groundwater is encountered within the assessment depth. In the event that groundwater is beyond the depth of assessment, wells
Page 5 of 8
Sampling and Analysis Quality Plan Project 73466.01Newell Highway, Parkes August 2013
will not be installed as the groundwater quality in an aquifer that will not be encountered during development works and will not be used for water supply is considered irrelevant from a land-use perspective.
The procedures for collecting samples will be in general accordance with NEPM, EPA guidelines and/or industry best-practice. Only laboratories accredited by the National Association of Testing Authorities (NATA) will be used to analyse samples.
6. Proposed Sampling Locations
The area of the development site is understood to be 11.8 ha. A minimum of about 130 sampling points is required for site characterisation of this area in accordance with NSW EPA guidelines. The total number of sampling locations will be at least 130. Stockpiles will be sampled in addition to this suggested frequency. The proposed sampling points are shown in Drawing SK01.
7. Proposed Sampling Methodology
Soil samples will be collected at regular depth intervals until natural soils are encountered. Environmental sampling will be performed in general accordance with the standard procedures outlined in the Douglas Partners Field Procedures Manual. All sampling data will be recorded on chain of custody information sheets. The soil sampling programme will generally include:
Soil sampling using disposable equipment and/or equipment that has been decontaminated using a phosphate-free detergent;
Placement of soil samples into laboratory prepared jars and immediate capping;
Labelling of soil sample jars/bags with individual and unique markings including project number, sample location, sample depth and date of sampling; and
Storage of soil sample jars in a cooled, insulated and sealed container for transport to the laboratory.
If required, the groundwater sampling programme will generally include:
Water sampling using equipment that has been decontaminated using a phosphate-free detergent;
Placement of water samples into laboratory prepared bottles with appropriate preservatives (where required) and immediate capping;
Labelling of water sample bottles with individual and unique markings including project number, sample location and date of sampling; and
Page 6 of 8
Sampling and Analysis Quality Plan Project 73466.01Newell Highway, Parkes August 2013
Storage of water sample bottles in a cooled, insulated and sealed container for transport to the laboratory.
In addition, a laboratory prepared blank sample and spiked sample (both soil and water) will be collected and carried throughout the field work to provide an indication of the potential loss of volatile hydrocarbons and to assess the adequacy of the sample handling and storage methods adopted for the assessment. Rinsate samples will also be collected by rinsing decontaminated soil and water sampling equipment with demineralised water to assess the effectiveness of the decontamination process.
8. Proposed Laboratory Testing Programme
Selected soil samples collected during the field work will be sent to NATA accredited analytical laboratories and analysed for the following potential contaminants:
Priority heavy metals (As, Cd, Cr, Cu, Pb, Hg, Ni and Zn);
Total recoverable hydrocarbons (TRH);
Monocyclic aromatic hydrocarbons (BTEX);
Polycyclic aromatic hydrocarbons (PAH);
Organochlorine pesticides (OCP);
Organophosphorus pesticides (OPP);
Polychlorinated biphenyls (PCB);
Phenols;
Asbestos (filling only);
pH; and
Cation exchange capacity (CEC).
The number of samples tested will depend on the subsurface conditions encountered during the field work. It is envisaged that, on average, one soil samples from each sampling location will be tested. The water samples (if collected) will also be tested for the contaminants listed above (excluding asbestos), plus volatile organic compounds (VOC) and iron.
Page 7 of 8
Sampling and Analysis Quality Plan Project 73466.01Newell Highway, Parkes August 2013
9. Quality Assurance Plan
9.1 Quality assurance & quality control in the field
Douglas Partners’ quality assurance (QA) and quality control (QC) procedures will be adopted throughout the field sampling programme to ensure sampling precision and accuracy and to prevent cross-contamination. We will check sampling accuracy and precision through the analysis of triplicate samples in the primary analytical laboratory and a secondary analytical laboratory. The potential for cross-contamination and loss of volatile compounds will be assessed using trip blank and trip spike samples.
Appropriate sampling procedures will be undertaken to ensure that cross-contamination does not occur as outlined in the Douglas Partners Field Procedures Manual. This specifies that:
Standard operating procedures are to be followed;
Site safety plans are to be developed prior to commencing the works;
Triplicate field samples are to be collected and analysed;
Samples are to be stored under secure, temperature-controlled conditions;
Chain of custody documentation is to be employed for the handling, transport and delivery of samples to the selected laboratory; and
Contaminated filling, soil and groundwater originating from the site is to be disposed of in accordance with relevant regulatory guidelines.
9.2 Quality assurance & quality control in the laboratory
The analytical laboratories used during the assessment will conduct in-house QA/QC procedures including:
Analysis of reagent blanks;
Spike recovery analysis;
Laboratory duplicate analysis;
Analysis of control standards;
Analysis of calibration standards and blanks; and
Statistical analysis of QC data.
Page 8 of 8
Sampling and Analysis Quality Plan Project 73466.01Newell Highway, Parkes August 2013
9.3 Data quality indicators
The following data quality indicators (DQIs) will need to be achieved during the analysis of QA/QC samples:
Conformance with specified holding times;
Accuracy of spiked samples to be in the range of 70% to 130%;
Field triplicate samples to be collected at a frequency of at least 10% of all samples; and
Field and laboratory duplicate samples to have a precision average within a 30% relative percent difference (RPD) unless circumstances allow a greater range.
Please contact the undersigned if further information is required.
Yours faithfully, Douglas Partners Pty Ltd
Peter Oitmaa Senior Associate
Attachment: Drawing SK01
CLI
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Geotechn
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Pavemen
tBores
Contam
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res
0.2
1.0
CLAYEY SILT - stiff red-brown clayey silt topsoil withsome rootlets, humid
CLAYEY SILT - stiff, red-brown clayey silt with some fineironstone gravel, humid
Bore discontinued at 1.0m
Type
327
326
325
324
323
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC1PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 327.3 AHDEASTING: 609005NORTHING: 6331216DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.1
1.0
CLAYEY SILT - stiff red-brown clayey silt topsoil withsome rootlets, humidCLAYEY SILT - stiff red-brown clayey silt with some fineironstone gravel, humid
Bore discontinued at 1.0m
Type
328
327
326
325
324
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC2PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 328.0 AHDEASTING: 609035NORTHING: 6331212DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.1
1.0
CLAYEY SILT - stiff red-brown clayey silt topsoil withsome rootlets, humidCLAYEY SILT - stiff, red-brown clayey silt with some fineironstone gravel, humid
- very stiff below 0.7m
Bore discontinued at 1.0m
Type
328
327
326
325
324
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC3PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 328.6 AHDEASTING: 609065NORTHING: 6331207DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
CLAYEY SILT - stiff red-brown clayey silt topsoil withsome rootlets, humid- galvanized pipe at 0.1m
CLAYEY SILT - stiff, red-brown clayey silt with some fineironstone gravel, humid
- very stiff below 0.8m
Bore discontinued at 1.0m
Type
329
328
327
326
325
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC4PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 329.1 AHDEASTING: 609097NORTHING: 6331202DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.2
1.0
CLAYEY SILT - stiff red-brown clayey silt topsoil withsome rootlets, humid
CLAYEY SILT - stiff, red-brown clayey silt with some fineironstone gravel, humid
- below 0.7m: very stiff and slightly gravelly (ironstone)
Bore discontinued at 1.0m
Type
329
328
327
326
325
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC5PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS2A, TS2B are triplicate samples of E 0.1-0.2m
SURFACE LEVEL: 329.6 AHDEASTING: 609124NORTHING: 6331196DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
*E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.2
1.0
SILTY CLAY - stiff brown silty clay with some fine tomedium ironstone gravel, damp (with some rootlets in top100mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp- root at 0.3m
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC6PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.2 AHDEASTING: 609155NORTHING: 6331195DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.0
0.2
0.5
0.6
0.2
1.0
SILTY CLAY - stiff brown silty clay with some fine tomedium ironstone gravel, humid (with some rootlets in top100mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC7PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.9 AHDEASTING: 609187NORTHING: 6331189DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.6
0.7
0.2
1.0
SILTY CLAY - stiff, brown silty clay with some fine tomedium ironstone gravel, humid (with some rootlets in top100mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
331
330
329
328
327
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC8PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 331.9 AHDEASTING: 609224NORTHING: 6331181DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
SILTY CLAY - stiff brown silty clay with some fine tomedium ironstone gravel, damp (with some rootlets in top200mm)
GRAVELLY CLAY - very stiff, red-brown gravelly(ironstone) clay, damp
Bore discontinued at 1.0m
Type
332
331
330
329
328
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC9PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 332.8 AHDEASTING: 609258NORTHING: 6331173DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.2
1.0
SILTY CLAY - stiff brown silty clay with some fine tomedium ironstone gravel, damp
GRAVELLY CLAY - very stiff, red-brown gravelly(ironstone) clay, damp (gravel up to 40mm diameter)
- orange brown below 0.7m
Bore discontinued at 1.0m
Type
333
332
331
330
329
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC10PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 333.7 AHDEASTING: 609289NORTHING: 6331167DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.2
1.0
GRAVELLY CLAY - very stiff red-brown gravelly(ironstone) clay, damp (with some rootlets in top 100mm)(gravel up to 40mm diameter)
GRAVELLY CLAY - very stiff, orange-brown slightlygravelly (ironstone) clay, damp
Bore discontinued at 1.0m
Type
334
333
332
331
330
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC11PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS8A, TS8B are triplicate samples of E 0.0-0.1m
SURFACE LEVEL: 334.4 AHDEASTING: 609320NORTHING: 6331162DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E*
E
E
0.00.1
0.5
0.6
0.8
0.9
0.3
1.0
SILTY CLAY - stiff brown silty clay with some fine tomedium ironstone gravel, damp (with some rootlets in top100mm)
GRAVELLY CLAY - very stiff, gravelly (ironstone) clay,damp
- moist below 0.6m
Bore discontinued at 1.0m
Type
335
334
333
332
331
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC12PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 335.4 AHDEASTING: 609353NORTHING: 6331157DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.6
0.7
0.2
0.8
1.0
GRAVELLY CLAY - very stiff brown gravelly (ironstone)clay, damp (with some rootlets in top 100mm)
CLAYEY GRAVEL- very stiff and hard, clayey gravel(ironstone), damp
- moist below 0.5m
GRAVELLY CLAY - very stiff, gravelly (ironstone) clay,damp
Bore discontinued at 1.0m
Type
336
335
334
333
332
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC13PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 336.2 AHDEASTING: 609381NORTHING: 6331149DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.9
1.0
0.2
1.0
GRAVELLY CLAY - stiff, brown, gravelly (ironstone) clay,damp (with some rootlets in top 100mm)
SILTY CLAY - stiff, red-brown, slightly gravelly (ironstone)clay, damp
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
337
336
335
334
333
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC14PROJECT No: 73466.01DATE: 18/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 337.2 AHDEASTING: 609368NORTHING: 6331123DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, brown, silty clay with some fine tomedium ironstone gravel and rootlets, damp
GRAVELLY CLAY - very stiff, red-brown, gravelly(ironstone) clay, damp
- moist below 0.4m
- orange-brown and damp below 0.8m
Bore discontinued at 1.0m
Type
336
335
334
333
332
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC15PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 336.5 AHDEASTING: 609345NORTHING: 6331127DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.6
0.7
0.2
1.0
SILTY CLAY- stiff, brown, silty clay with some fineironstone gravel, damp (with some rootlets in top 100mm)
GRAVELLY CLAY - very stiff, red-brown, gravelly(ironstone) clay, damp
- moist below 0.4m
- orange-brown and damp below 0.7m
Bore discontinued at 1.0m
Type
335
334
333
332
331
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC16PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 335.5 AHDEASTING: 609313NORTHING: 6331135DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
0.5
1.0
SILTY CLAY - stiff, brown, silty clay with some rootlets,damp
SILTY CLAY - stiff, red-brown silty clay, damp
GRAVELLY CLAY - very stiff, red-brown, gravelly clay,damp- moist below 0.6m
Bore discontinued at 1.0m
Type
334
333
332
331
330
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC17PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 334.7 AHDEASTING: 609284NORTHING: 6331139DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.3
0.4
0.6
0.7
0.2
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with rootlets in top 200mm)
SILTY CLAY - stiff, red-brown, silty clay with somemedium irosntone gravel, damp
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
333
332
331
330
329
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC18PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS9A, TS9B are triplicate of 0.0-0.1m
SURFACE LEVEL: 333.7 AHDEASTING: 609254NORTHING: 6331144DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
*E
E
0.1
0.2
0.6
0.7
0.2
1.0
SILTY CLAY - stiff, brown silty clay with a trace of fineironstone gravel, damp (with rootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
- very stiff below 0.5
Bore discontinued at 1.0m
Type
332
331
330
329
328
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC19PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 332.5 AHDEASTING: 609215NORTHING: 6331151DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.6
0.7
0.4
1.0
SILTY CLAY - stiff, brown silty clay, damp (with rootlets intop 200mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
331
330
329
328
327
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC20PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 331.6 AHDEASTING: 609181NORTHING: 6331158DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
0.7
1.0
SILTY CLAY - stiff, brown silty clay with some fine tomedium ironstone gravel, damp (with rootlets in top100mm)
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, humid
GRAVELLY CLAY - very stiff, red-brown, gravelly(ironstone) clay, damp
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC21PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.7 AHDEASTING: 609147NORTHING: 6331169DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.2
1.0
CLAYEY SILT - stiff brown clayey silt, damp (with somerootlets in top 100mm)
CLAYEY SILT - stiff, red-brown clayey silt with some fineironstone gravel, damp
- slightly gravelly (ironstone) below 0.7m
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC22PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.5 AHDEASTING: 609113NORTHING: 6331158DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.2
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with a trace of fineironstone gravel
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC23PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.0 AHDEASTING: 609083NORTHING: 6331159DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.3
1.0
SILTY CLAY - stiff brown silty clay, damp (with somerootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
Bore discontinued at 1.0m
Type
329
328
327
326
325
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC24PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 329.2 AHDEASTING: 609048NORTHING: 6331168DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
1.0
SILTY CLAY - stiff brown silty clay, damp (with somerootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with a trace of fineto medium ironstone gravel, damp
Bore discontinued at 1.0m
Type
328
327
326
325
324
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC25PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 328.7 AHDEASTING: 609021NORTHING: 6331172DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.2
0.3
0.5
0.6
1.0
SILTY CLAY - stiff, red-brown silty clay with some fineironstone gravel, humid (with some rootlets in top 50mm)
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
328
327
326
325
324
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC26PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 328.0 AHDEASTING: 608991NORTHING: 6331179DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
1.0
SILTY CLAY - stiff red-brown silty clay with some fineironstone gravel, humid (with some rootlets in top 50mm)
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
328
327
326
325
324
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC27PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 328.7 AHDEASTING: 609002NORTHING: 6331154DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
1.0
SILTY CLAY - stiff brown silty clay, damp (with somerootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with a trace offine ironstone gravel, damp
Bore discontinued at 1.0m
Type
329
328
327
326
325
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC28PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 329.5 AHDEASTING: 609034NORTHING: 6331148DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.6
0.7
0.4
1.0
SILTY CLAY - stiff brown silty clay, damp (with somerootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC29PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS3A, TS3B are triplicate of E 0.8-0.9m
SURFACE LEVEL: 330.0 AHDEASTING: 609066NORTHING: 6331147DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
*E
0.1
0.2
0.5
0.6
0.8
0.9
0.4
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with a trace of fineironstone gravel, damp
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC30PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.8 AHDEASTING: 609097NORTHING: 6331138DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.2
0.3
0.5
0.6
0.8
0.9
0.4
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with a trace of fineto medium ironstone gravel, damp
- slightly gravelly (ironstone) below 0.8m
Bore discontinued at 1.0m
Type
331
330
329
328
327
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC31PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 331.2 AHDEASTING: 609121NORTHING: 6331134DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.2
0.3
0.6
0.7
0.3
1.0
SILTY CLAY - stiff, brown silty clay with a trace of fine tomedium ironstone gravel, damp (with rootlets in top200mm)
SILTY CLAY - stiff, brown silty clay with a trace of fine tomedium ironstone gravel, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
332
331
330
329
328
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC32PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 332.0 AHDEASTING: 609152NORTHING: 6331132DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, brown silty clay with a trace of fine tomedium ironstone gravel, damp (with rootlets in top100mm)
SILTY CLAY - stiff, red-brown, slightly gravelly (ironstone)silty clay, damp
Bore discontinued at 1.0m
Type
332
331
330
329
328
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC33PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS10A, TS10B are triplicate of E 0.0-0.1m
SURFACE LEVEL: 332.9 AHDEASTING: 609179NORTHING: 6331121DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
*E
E
0.00.1
0.6
0.7
1.0
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp (with rootlets in top200mm)
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
333
332
331
330
329
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC34PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 333.6 AHDEASTING: 609213NORTHING: 6331118DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.8
1.0
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, humid (with rootlets in top 200mm)
- damp below 0.3m
- very stiff and slightly gravelly (ironstone) below 0.5m
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, damp
Bore discontinued at 1.0m
Type
334
333
332
331
330
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC35PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS7A, TS7B are triplicate of E 0.0-0.1m
SURFACE LEVEL: 334.8 AHDEASTING: 609249NORTHING: 6331108DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.3
1.0
SILTY CLAY - stiff, brown silty clay, damp (with rootlets intop 200mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
Bore discontinued at 1.0m
Type
335
334
333
332
331
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC36PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 335.9 AHDEASTING: 609281NORTHING: 6331105DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
0.8
1.0
SILTY CLAY - stiff, brown silty clay, damp (with rootlets intop 200mm)
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp
- very stiff below 0.5m
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, humid
Bore discontinued at 1.0m
Type
336
335
334
333
332
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC37PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 336.9 AHDEASTING: 609316NORTHING: 6331104DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with rootlets in top 200mm)
GRAVELLY CLAY - very stiff, red-brown, gravelly(ironstone) clay, damp
- orange-brown and humid below 0.7m
Bore discontinued at 1.0m
Type
337
336
335
334
333
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC38PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 337.8 AHDEASTING: 609342NORTHING: 6331097DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
1.3
1.5
GRAVELLY CLAY - stiff, red-brown gravelly (ironstone)clay, damp (with rootlets in top 200mm)
- very stiff below 0.5m
- firm to stiff 1.0-1.3m
ANDESITE - extremely low and very low strength, brownand grey porphyritic andesite
Bore discontinued at 1.5mTy
pe
339
338
337
336
335
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC39PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.5m
Bore deepened to investigate lower strength material from 1.0-1.3m
SURFACE LEVEL: 339.0 AHDEASTING: 609362NORTHING: 6331087DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
1.0
GRAVELLY CLAY - very stiff, red-brown, gravelly(ironstone) clay, damp (with rootlets in top 200mm)
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, damp
- very stiff below 0.5m
- humid below 0.7m
Bore discontinued at 1.0m
Type
339
338
337
336
335
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC40PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 339.8 AHDEASTING: 609348NORTHING: 6331057DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
1.0
GRAVELLY CLAY - stiff, brown, gravelly (ironstone) siltyclay, humid (with rootlets in top 200mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp- very stiff below 0.4m
Bore discontinued at 1.0m
Type
338
337
336
335
334
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC41PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 338.4 AHDEASTING: 609317NORTHING: 6331067DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
1.0
GRAVELLY CLAY - stiff, brown, gravelly (ironstone) siltyclay with some rootlets, humid
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
337
336
335
334
333
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC42PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 337.7 AHDEASTING: 609296NORTHING: 6331073DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)silty clay with some rootlets, humid (with rootlets in top200mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
336
335
334
333
332
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC43PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS12A, TS12B are triplicate of E 0.5-0.6m
SURFACE LEVEL: 336.7 AHDEASTING: 609270NORTHING: 6331076DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
*E
0.1
0.2
0.5
0.6
0.3
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)silty clay with some rootlets, humid- root at 0.1m
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
336
335
334
333
332
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC44PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 336.0 AHDEASTING: 609243NORTHING: 6331077DIP/AZIMUTH: 90°/--
WellConstruction
Details
0.2
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)silty clay with some rootlets, humid
GRAVELLY CLAY - very stiff, red-brown, gravelly siltyclay, humid
- hard below 0.7m
Bore discontinued at 1.0m
Type
335
334
333
332
331
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC45PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 335.2 AHDEASTING: 609214NORTHING: 6331076DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.3
1.0
GRAVELLY CLAY - very stiff, red-brown, gravelly(ironstone) clay, damp (with rootlets in top 200mm)
GRAVELLY CLAY - stiff, red-brown, slightly gravelly(ironstone) silty clay, damp
- very stiff below 0.5m
- orange-brown below 0.7m
Bore discontinued at 1.0m
Type
334
333
332
331
330
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC46PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 334.2 AHDEASTING: 609176NORTHING: 6331077DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp (with some rootlets)
GRAVELLY CLAY - very stiff, red-brown, gravelly(ironstone) clay, damp (gravel up to 40mm diameter)
Bore discontinued at 1.0m
Type
333
332
331
330
329
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC47PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS11A, TS11B are triplicate of E 0.0-0.1m
SURFACE LEVEL: 333.3 AHDEASTING: 609132NORTHING: 6331080DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
*E
E
0.00.1
0.5
0.6
0.3
0.8
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with a trace of fineto medium ironstone gravel, damp
GRAVELLY CLAY - very stiff, orange brown, gravelly(ironstone) clay, damp
Bore discontinued at 1.0m
Type
332
331
330
329
328
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC48PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 332.3 AHDEASTING: 609098NORTHING: 6331089DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.4
1.0
SILTY CLAY - stiff brown silty clay, damp (with somerootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with a trace of fineto medium ironstone gravel, damp
Bore discontinued at 1.0m
Type
331
330
329
328
327
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC49PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 331.5 AHDEASTING: 609065NORTHING: 6331096DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.3
1.0
SILTY CLAY - stiff brown silty clay, damp (with somerootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with a trace of fineto medium ironstone gravel, damp
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC50PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.8 AHDEASTING: 609039NORTHING: 6331101DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.2
1.0
SILTY CLAY - stiff brown silty clay, damp
SILTY CLAY - stiff, red-brown silty clay with a trace of fineto medium ironstone gravel, damp
Bore discontinued at 1.0m
Type
329
328
327
326
325
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC51PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 329.7 AHDEASTING: 608993NORTHING: 6331097DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
0.8
1.0
SILTY CLAY - stiff brown silty clay with a trace ofironstone gravel, humid (with some rootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, humid
GRAVELLY CLAY - very stiff orange-brown gravelly(ironstone) clay, humid
Bore discontinued at 1.0m
Type
328
327
326
325
324
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC52PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS4A, TS4B are triplicate samples of E 0.5-0.6m
SURFACE LEVEL: 328.6 AHDEASTING: 608959NORTHING: 6331112DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
*E
E
0.00.1
0.5
0.6
0.8
0.9
0.3
1.0
SILTY CLAY - stiff, red-brown silty clay, humid (with somerootlets in top 100mm)
GRAVELLY CLAY - very stiff, red-brown gravelly(ironstone) clay, humid
Bore discontinued at 1.0m
Type
329
328
327
326
325
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC53PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 329.2 AHDEASTING: 608952NORTHING: 6331073DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.2
1.0
SILTY CLAY - stiff brown silty clay, damp (with somerootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with a trace of fineironstone gravel, damp
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC54PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.0 AHDEASTING: 608984NORTHING: 6331067DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, red- brown silty clay with some fine tomedium ironstone gravel, damp
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 100mm)
- very stiff below 0.7m
Bore discontinued at 1.0m
Type
331
330
329
328
327
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC55PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 331.0 AHDEASTING: 609018NORTHING: 6331064DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1E 0.0
0.1
0.2
0.7
1.0
SILTY CLAY - stiff, brown silty clay with some fine tomedium ironstone gravel, damp (with some rootlets in top100mm)
SILTY CLAY - stiff, red- brown silty clay with some fine tomedium ironstone gravel, damp
SILTY CLAY - stiff and very stiff, orange-brown silty claywith some fine to medium ironstone gravel, damp
Bore discontinued at 1.0m
Type
332
331
330
329
328
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC56PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 332.0 AHDEASTING: 609055NORTHING: 6331060DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.3
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 200mm)
SILTY CLAY - stiff, red- brown silty clay with some fine tomedium ironstone gravel, damp
- very stiff below 0.7m
Bore discontinued at 1.0m
Type
333
332
331
330
329
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC57PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 333.0 AHDEASTING: 609093NORTHING: 6331059DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with rootlets in top 200mm)
GRAVELLY CLAY - stiff, red-brown, slightly gravelly(ironstone) clay, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
333
332
331
330
329
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC58PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS13A, TS13B are triplicate samples of E 0.5-0.6m
SURFACE LEVEL: 333.9 AHDEASTING: 609121NORTHING: 6331056DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
*E
0.00.1
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with some rootlets in top 200mm)
GRAVELLY CLAY - stiff, red-brown, slightly gravelly(ironstone) gravel, damp
Bore discontinued at 1.0m
Type
334
333
332
331
330
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC59PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 334.2 AHDEASTING: 609139NORTHING: 6331056DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.3
0.7
1.0
SILTY CLAY - stiff, brown, silty clay, damp ( with somerootlets in top 200mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, damp
Bore discontinued at 1.0m
Type
335
334
333
332
331
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC60PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 335.3 AHDEASTING: 609171NORTHING: 6331047DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.4
0.5
0.8
0.9
0.2
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel and rootlets, humid
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.8m
Bore discontinued at 1.0m
Type
336
335
334
333
332
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC61PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 336.3 AHDEASTING: 609207NORTHING: 6331045DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
*E
E
0.00.1
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, red-brown silty clay, humid (with somerootlets in top 200mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.5m
- humid below 0.7m
Bore discontinued at 1.0m
Type
337
336
335
334
333
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC62PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 337.3 AHDEASTING: 609245NORTHING: 6331045DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.3
0.7
1.0
SILTY CLAY - stiff, brown silty clay, humid (with somerootlets in top 200mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp (ironstone gravel up to 40mm diameter)
- very stiff below 0.5m
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, damp
Bore discontinued at 1.0m
Type
338
337
336
335
334
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC63PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 338.5 AHDEASTING: 609275NORTHING: 6331044DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.3
1.0
SILTY CLAY - stiff, brown silty clay, damp (with rootlets intop 200mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.5m
- orange-brown below 0.8m
Bore discontinued at 1.0m
Type
339
338
337
336
335
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC64PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 339.4 AHDEASTING: 609304NORTHING: 6331043DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp (with some rootlets in top 200mm)
- very stiff below 0.4m
Bore discontinued at 1.0m
Type
341
340
339
338
337
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC65PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 341.1 AHDEASTING: 609333NORTHING: 6331024DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
1.0
GRAVELLY CLAY - very stiff, red-brown, gravelly (gravelup to 40mm diameter), humid (with some rootlets in top100mm)- damp below 0.2m
Bore discontinued at 1.0m
Type
343
342
341
340
339
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC66PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 343.6 AHDEASTING: 609361NORTHING: 6330998DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
1.0
GRAVELLY CLAY - very stiff, red-brown, gravelly (gravelup to 40mm diameter) clay, humid (with some rootlets intop 100mm)- damp below 0.2m
Bore discontinued at 1.0m
Type
342
341
340
339
338
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC67PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 342.0 AHDEASTING: 609342NORTHING: 6331012DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp (with some rootlets in top 100mm)
Bore discontinued at 1.0m
Type
343
342
341
340
339
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC68PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 343.5 AHDEASTING: 609330NORTHING: 6330985DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp (with rootlets in top 100mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.4m
Bore discontinued at 1.0m
Type
342
341
340
339
338
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC69PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 342.2 AHDEASTING: 609320NORTHING: 6331000DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel and rootlets, damp
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.5m
- orange-brown below 0.7m
Bore discontinued at 1.0m
Type
340
339
338
337
336
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC70PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS15A, TS15B are triplicate samples of E 0.0-0.1m
SURFACE LEVEL: 340.6 AHDEASTING: 609291NORTHING: 6331011DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
*E
E
0.00.1
0.5
0.6
0.7
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)silty clay, humid (with rootlets in top 100mm)
- root at 0.2m
- very stiff below 0.5m
GRAVELLY CLAY - hard, silty clayey gravel (ironstone),humid
Bore discontinued at 1.0m
Type
340
339
338
337
336
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC71PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 340.0 AHDEASTING: 609264NORTHING: 6331007DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.2
1.0
SILTY CLAY - stiff, red-brown slightly gravelly (ironstone)silty clay, humid (with some rootlets in top 100mm)
SILTY CLAY - stiff, red-brown, slightly gravelly (ironstone)clay, damp
- very stiff below 0.7m
Bore discontinued at 1.0m
Type
338
337
336
335
334
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC72PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 338.4 AHDEASTING: 609231NORTHING: 6331015DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.3
0.7
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp
SILTY CLAY - stiff, red-brown slightly gravelly (ironstone)clay, damp
- very stiff below 0.5m
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, damp
Bore discontinued at 1.0m
Type
337
336
335
334
333
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC73PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 337.4 AHDEASTING: 609194NORTHING: 6331011DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.3
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp (with some rootlets in top 100mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.5m
- orange-brown below 0.8m
Bore discontinued at 1.0m
Type
336
335
334
333
332
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC74PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 336.0 AHDEASTING: 609157NORTHING: 6331019DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp (with some rootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay, damp
- very stiff below 0.7m
Bore discontinued at 1.0m
Type
334
333
332
331
330
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC75PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 334.9 AHDEASTING: 609120NORTHING: 6331022DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some fine tomedium ironstone gravel, damp (with some rootlets in top200mm)
SILTY CLAY - stiff, orange-brown silty clay with some fineto medium ironstone gravel, damp
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
333
332
331
330
329
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC76PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 333.6 AHDEASTING: 609087NORTHING: 6331027DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.6
0.7
0.3
0.8
1.0
SILTY CLAY - stiff, brown silty clay with some fine tomedium ironstone gravel, damp (with some rootlets in top200mm)
SILTY CLAY - stiff, red- brown silty clay with some fineironstone gravel, damp
SILTY CLAY - very stiff, orange-brown silty clay with somefine to medium ironstone gravel, damp
Bore discontinued at 1.0m
Type
332
331
330
329
328
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC77PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 332.5 AHDEASTING: 609048NORTHING: 6331030DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.2
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
Bore discontinued at 1.0m
Type
331
330
329
328
327
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC78PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 331.9 AHDEASTING: 609019NORTHING: 6331026DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, brown silty clay with some fine tomedium ironstone gravel, damp (with some rootlets in top100mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp- very stiff below 0.7m
Bore discontinued at 1.0m
Type
331
330
329
328
327
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC79PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS5A, TS5B are triplicate sample of E 0.0-0.1m
SURFACE LEVEL: 331.0 AHDEASTING: 608984NORTHING: 6331028DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
*E
E
0.00.1
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some fine tomedium ironstone gravel, damp (with some rootlets in top200mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC80PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.4 AHDEASTING: 608962NORTHING: 6331030DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, red-brown silty clay with some fineironstone gravel, humid
GRAVELLY CLAY - stiff, orange- brown gravelly clayhumid
- very stiff below 0.7m
Bore discontinued at 1.0m
Type
329
328
327
326
325
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC81PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 329.7 AHDEASTING: 608938NORTHING: 6331039DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gavel and rootlets, damp
SILTY CLAY - stiff, orange- brown, silty clay with somefine to medium ironstone gravel androots, damp
- slightly gravelly (ironstone) below 0.6m- very stiff below 0.7m
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC82PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.5 AHDEASTING: 608924NORTHING: 6331008DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some burnt roots,damp (with some rootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with some burntroots, damp
- very stiff below 0.8m
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC83PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.7 AHDEASTING: 608951NORTHING: 6331007DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay, damp
- orange-brown below 0.7m
Bore discontinued at 1.0m
Type
331
330
329
328
327
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC84PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 331.3 AHDEASTING: 608979NORTHING: 6331006DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.6
0.7
0.2
1.0
GRAVELLY CLAY - stiff, brown gravelly (ironstone) clay,damp (with some rootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
Bore discontinued at 1.0m
Type
332
331
330
329
328
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC85PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS6A, TS6B are triplicate sample of E 0.1-0.2m
SURFACE LEVEL: 332.5 AHDEASTING: 609020NORTHING: 6330999DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
*E
E
0.1
0.2
0.5
0.6
1.0
GRAVELLY CLAY - stiff, red-brown gravelly (ironstone)clay, humid (with some rootlets in top 200mm)
- very stiff below 0.4m
- hard below 0.7m
Bore discontinued at 1.0m
Type
333
332
331
330
329
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC86PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 333.5 AHDEASTING: 609053NORTHING: 6330994DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some fine tomedium ironstone gravel, damp
SILTY CLAY - stiff, red-brown silty clay, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
334
333
332
331
330
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC87PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 334.4 AHDEASTING: 609084NORTHING: 6330993DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.6
0.7
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, humid (with some rootlets in top 200mm)
SILTY CLAY - stiff, orange-brown silty clay with a trace ofmedium ironstone gravel, damp
- very stiff below 0.7m
Bore discontinued at 1.0m
Type
335
334
333
332
331
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC88PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS16A, TS16B are triplicate of E 0.0-0.1m
SURFACE LEVEL: 335.3 AHDEASTING: 609119NORTHING: 6330999DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
*E
E
0.00.1
0.5
0.6
0.3
0.70.75
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, humid (with some rootlets in top 200mm)
SILTY CLAY - stiff, orange-brown silty clay with somemedium ironstone gravel, damp
ANDESITE - medium and high strength, dark grey andbrown, porphyritic andesiteBore discontinued at 0.75m
Type
335
334
333
332
331
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC89PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 0.75m
SURFACE LEVEL: 335.2 AHDEASTING: 609141NORTHING: 6330992DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.70.75
0.3
0.8
1.0
CLAYEY SILT - stiff, red-brown clayey silt with somemedium ironstone gravel, humid (with some rootlets in top200mm)
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp
- very stiff below 0.6m
ANDESITE - extremely low and very low strength, brownand grey, porphyritic andesite
Bore discontinued at 1.0m
Type
337
336
335
334
333
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC90PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 337.5 AHDEASTING: 609169NORTHING: 6330985DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.9
1.0
0.2
0.7
1.0
CLAYEY SILT - stiff, red-brown, clayey silt with somemedium ironstone gravel, humid (with some rootlets)
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp
- very stiff below 0.5m
ANDESITE - extremely low and very low strength, brownand dark grey, porphyritic andesite
Bore discontinued at 1.0m
Type
338
337
336
335
334
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC91PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 338.8 AHDEASTING: 609206NORTHING: 6330983DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.3
0.7
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with some rootlets in top 200mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.5m
ANDESITE - extremely low and very low strength, brownand dark grey, porphyritic andesite
Bore discontinued at 1.0m
Type
341
340
339
338
337
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC92PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 341.0 AHDEASTING: 609238NORTHING: 6330963DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.3
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)silty clay, humid (with some rootlets in top 200mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)gravel, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
343
342
341
340
339
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC93PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 343.0 AHDEASTING: 609276NORTHING: 6330956DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.7
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp (with some rootlets in top 200mm)
- very stiff below 0.5m
ANDESITE - extremely low and very low strength, greybrown and dark grey, porphyritic andesite
Bore discontinued at 1.0m
Type
344
343
342
341
340
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC94PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 344.8 AHDEASTING: 609311NORTHING: 6330949DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay with some rootlets in top 200mm, humid
- damp below 0.2m
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
346
345
344
343
342
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC95PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 346.9 AHDEASTING: 609347NORTHING: 6330944DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
1.0
GRAVELLY CLAY - very stiff, red-brown, gravelly(ironstone) silty clay, humid (with some rootlets in top100mm)
- damp below 0.7m
Bore discontinued at 1.0m
Type
346
345
344
343
342
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC96PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 346.5 AHDEASTING: 609365NORTHING: 6330959DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
1.0
GRAVELLY CLAY - very stiff, red-brown, gravelly(ironstone) clay, humid (with some rootlets in top 100mm)
- damp below 0.2m
Bore discontinued at 1.0m
Type
348
347
346
345
344
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC97PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS17A, TS17B are triplicate sample of E 0.5-0.6m
SURFACE LEVEL: 348.7 AHDEASTING: 609386NORTHING: 6330946DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
*E
0.1
0.2
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with some rootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
327
326
325
324
323
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC98PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 327.0 AHDEASTING: 609014NORTHING: 6331238DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, humid (with some rootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with a trace ofmedium ironstone gravel, damp
Bore discontinued at 1.0m
Type
328
327
326
325
324
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC99PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS18A, TS18B are triplicate samples of E 0.5-0.6m
SURFACE LEVEL: 328.1 AHDEASTING: 609071NORTHING: 6331225DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
*E
0.00.1
0.5
0.6
0.3
0.8
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with some rootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with someironstone gravel, damp
- very stiff below 0.6m
CLAYEY GRAVEL - hard, red-brown clayey gravel(ironstone), humid
Bore discontinued at 1.0m
Type
329
328
327
326
325
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC100PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 329.2 AHDEASTING: 609130NORTHING: 6331217DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.3
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp
Bore discontinued at 1.0m
Type
329
328
327
326
325
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC101PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS20A, TS20B are triplicate samples of E 0.0-0.1m
SURFACE LEVEL: 329.7 AHDEASTING: 609162NORTHING: 6331213DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
*E
E
0.00.1
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some rootlets,damp
SILTY CLAY - stiff, red-brown silty clay with a trace of fineironstone gravel, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC102PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.3 AHDEASTING: 609192NORTHING: 6331209DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp (with some rootlets in top200mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
331
330
329
328
327
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC103PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS21A, TS21B are triplicate samples of E 0.5-0.6m
SURFACE LEVEL: 331.4 AHDEASTING: 609233NORTHING: 6331201DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
*E
0.00.1
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with rootlets in top 200mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
332
331
330
329
328
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC104PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 332.1 AHDEASTING: 609263NORTHING: 6331195DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.3
0.6
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, rootlets and roots, damp
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
GRAVELLY CLAY - hard, orange-brown, gravelly(ironstone) clay, humid (possibly weathered rock)
Bore discontinued at 1.0m
Type
333
332
331
330
329
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC105PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 333.0 AHDEASTING: 609295NORTHING: 6331187DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.4
0.5
0.8
0.9
0.2
0.6
1.0
CLAYEY GRAVEL - dense, brown, clayey gravel(ironstone), moist (with some rootlets in top 100mm)
GRAVELLY CLAY - stiff, orange-brown, gravelly(ironstone) clay, damp
GRAVELLY CLAY - very stiff and hard, orange-brown,gravelly (ironstone) clay, humid (possibly weathered rock)
Bore discontinued at 1.0m
Type
333
332
331
330
329
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC106PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 333.5 AHDEASTING: 609331NORTHING: 6331184DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.2
0.7
1.0
GRAVELLY CLAY - very stiff, red-brown, gravelly(ironstone) clay, damp
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, damp
GRAVELLY CLAY - hard, orange-brown, gravelly(ironstone) clay, humid (possibly weathered rock)
Bore discontinued at 1.0m
Type
334
333
332
331
330
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC107PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 334.2 AHDEASTING: 609361NORTHING: 6331177DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.2
0.7
1.0
CLAYEY GRAVEL - very stiff, brown clayey gravel(ironstone) damp
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, damp
GRAVELLY CLAY - hard, orange-brown, gravelly(ironstone) clay, humid
Bore discontinued at 1.0m
Type
334
333
332
331
330
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC108PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 334.9 AHDEASTING: 609383NORTHING: 6331170DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
1.0
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, humid (with some rootlets in top 100mm)
- damp below 0.2m
Bore discontinued at 1.0m
Type
334
333
332
331
330
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC109PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 334.0 AHDEASTING: 609389NORTHING: 6331198DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1E0.5
0.6
0.2
0.7
1.0
GRAVELLY CLAY - stiff, brown, gravelly (ironstone) clay,damp (with some rootlets in top 100mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp
- very stiff below 0.4m
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, damp
Bore discontinued at 1.0m
Type
333
332
331
330
329
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC110PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 333.8 AHDEASTING: 609376NORTHING: 6331198DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.3
0.7
1.0
GRAVELLY CLAY - stiff, brown, gravelly (ironstone) clay,damp (with some rootlets in top 200mm)
CLAYEY GRAVEL - dense red-brown clayey gravel(ironstone), moist
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, damp (possibly weathered rock)
Bore discontinued at 1.0m
Type
332
331
330
329
328
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC111PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS22A, TS22B are triplicate samples of E 0.0-0.1m
SURFACE LEVEL: 332.8 AHDEASTING: 609346NORTHING: 6331212DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
*E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.7
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp (with some rootlets in top 200mm)
- moist below 0.3m
- very stiff below 0.5m
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, humid (possibly weathered rock)
Bore discontinued at 1.0m
Type
332
331
330
329
328
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC112PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 332.0 AHDEASTING: 609313NORTHING: 6331219DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
PID<1
E
E
E
0.1
0.2
0.5
0.6
0.8
0.9
0.7
1.0
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp (with some rootlets in top 200mm)
- very stiff below 0.4m- moist below 0.5m
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, humid (possibly weathered rock)
Bore discontinued at 1.0m
Type
331
330
329
328
327
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC113PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 331.2 AHDEASTING: 609276NORTHING: 6331228DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.3
0.7
1.0
GRAVELLY CLAY - very stiff, red-brown, gravelly(ironstone) clay, damp (with some rootlets in top 100mm)
CLAYEY GRAVEL - very stiff, clayey gravel (ironstone)damp
CLAYEY GRAVEL - hard, orange-brown clayey gravel(ironstone), humid (possibly weathered rock)
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC114PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.7 AHDEASTING: 609249NORTHING: 6331234DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.2
0.8
1.0
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp (with rootlets in top100mm)
GRAVELLY CLAY - stiff, red-brown, gravelly (ironstone)clay, damp- moist below 0.4m
- very stiff below 0.6m
GRAVELLY CLAY - very stiff, orange-brown, gravelly(ironstone) clay, damp (possibly weathered rock)
Bore discontinued at 1.0m
Type
329
328
327
326
325
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC115PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 329.9 AHDEASTING: 609211NORTHING: 6331240DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
PID<1
E
E
E
0.00.1
0.5
0.6
0.8
0.9
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with rootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
328
327
326
325
324
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC116PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 328.8 AHDEASTING: 609161NORTHING: 6331249DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with some rootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp
- very stiff below 0.5m
- firm to stiff and moist below 0.8m
Bore discontinued at 1.0m
Type
328
327
326
325
324
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC117PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 328.0 AHDEASTING: 609114NORTHING: 6331258DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with some rootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel and burn roots (charcoal), damp
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
327
326
325
324
323
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC118PROJECT No: 73466.01DATE: 21/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 327.5 AHDEASTING: 609083NORTHING: 6331261DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
E
0.1
0.2
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with a trace ofmedium ironstone gravel, damp
- very stiff below 0.7m
Bore discontinued at 1.0m
Type
326
325
324
323
322
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PC119PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 326.6 AHDEASTING: 609025NORTHING: 6331266DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
E
0.00.1
0.5
0.6
0.2
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 100mm)
SILTY CLAY - stiff, red-brown silty clay with a trace of fineto medium ironstone gravel, damp
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PP1PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.0 AHDEASTING: 609084NORTHING: 6331155DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
B
E
0.1
0.2
0.3
0.6
0.7
0.3
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets, in top 200mm)
SILTY CLAY - stiff, red-brown silty clay, damp
- very stiff and slightly gravely below 0.7m
Bore discontinued at 1.0m
Type
331
330
329
328
327
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PP2PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 331.2 AHDEASTING: 609153NORTHING: 6331156DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
B
E
0.1
0.2
0.3
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with a trace of fine tomedium ironstone gravel, damp (with some rootlets in top200mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
329
328
327
326
325
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PP3PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 329.8 AHDEASTING: 609020NORTHING: 6331124DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
BE
0.1
0.2
0.3
0.5
0.6
0.7
0.3
1.0
SILTY CLAY - stiff, brown silty clay, damp (with somerootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with some fine tomedium ironstone gravel, damp
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PP4PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 330.0 AHDEASTING: 608997NORTHING: 6331083DIP/AZIMUTH: 90°/--
WellConstruction
Details
PID<1
PID<1
E
B
E
0.1
0.2
0.3
0.5
0.6
1.0
GRAVELLY CLAY - very stiff, red-brown gravelly(ironstone) silty clay, humid (with some rootlets in top100mm)
- hard below 0.4m
Bore discontinued at 1.0m
Type
330
329
328
327
326
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PP5PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS7A, TS7B are triplicate samples of E 0.0-0.1m
SURFACE LEVEL: 330.0 AHDEASTING: 609122NORTHING: 6331178DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
*E
BE
0.00.1
0.3
0.5
0.6
0.7
0.3
1.0
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, humid (with some rootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp
- very stiff below 0.5m
Bore discontinued at 1.0m
Type
327
326
325
324
323
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PP6PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 327.4 AHDEASTING: 609043NORTHING: 6331232DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
B
E
0.00.1
0.3
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with some rootlets in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp
- very stiff below 0.8m
Bore discontinued at 1.0m
Type
328
327
326
325
324
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PP7PROJECT No: 73466.01DATE: 20/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
*TS19A, TS19B are triplicate samples of E 0.0-0.1m
SURFACE LEVEL: 328.6 AHDEASTING: 609103NORTHING: 6331221DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
*E
B
E
0.00.1
0.3
0.5
0.6
0.3
1.0
SILTY CLAY - stiff, brown silty clay with some mediumironstone gravel, damp (with some rootlets, in top 200mm)
SILTY CLAY - stiff, red-brown silty clay with some mediumironstone gravel, damp
- very stiff below 0.6m
Bore discontinued at 1.0m
Type
328
327
326
325
324
Depth(m)
1
2
3
4
RL
Wat
er
Dep
th
Sam
ple
Descriptionof
Strata Gra
phic
Log
Results &Comments
Sampling & In Situ Testing
1
2
3
4
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PP8PROJECT No: 73466.01DATE: 19/8/2013SHEET 1 OF 1
DRILLER: KA LOGGED: AG CASING: -
Health InfrastructureProposed Parkes Hospital
REMARKS:
RIG: Bobcat
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger to 1.0m
SURFACE LEVEL: 328.6 AHDEASTING: 609144NORTHING: 6331251DIP/AZIMUTH: 90°/--
WellConstruction
DetailsPID<1
PID<1
E
B
E
0.00.1
0.3
0.5
0.6
2.8m: J80°, pl, ro, fe,2mm3m: CORE LOSS:400mm
3.45m: J80°, pl, ro, fe,2mm3.75m: J70°, pl, ro, fe,1mm
4.3-4.4m: J(x3)30°, pl,fe, 1mm4.6-5.0m: J(x7)20-30°,pl, ro, fe, 1mm
5.1-5.3m: J(x4)30°-40°,pl, ro, fe, 1mm
SILTY CLAY - stiff, dark red-brown,silty clay, damp (with some rootletsin top 100mm)SILTY CLAY - stiff, red-brown siltyclay with some ironstone gravel,damp- very stiff below 1.0m
ANDESITE - extremely low strength,light brown andesite with lowstrength bands
ANDESITE - extremely low to lowstrength, extremely then moderatelyweathered, fractured and slightlyfractured, orange brown porphyriticandesite
ANDESITE - low strength with verylow and medium strength bands,moderately weathered, fractured andslightly fractured, orange brownporphyritic andesite
Bore discontinued at 6.0m
7,7,8N = 15
PL(A) = 0.6
PL(A) = 0.5
PL(A) = 0.6
0
33
71
100
A/E
A/E
A
S
A
C
C
0.4
1.5
2.5
3.0
3.4
6.0
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
328
327
326
325
324
323
322
321
320
319
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG1PROJECT No: 73466.01DATE: 12/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: PGH/AG CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 6.0m
SURFACE LEVEL: 328.6 AHDEASTING: 609015NORTHING: 6331164DIP/AZIMUTH: 90°/--
2.5m: CORE LOSS:100mm
5.15m: He 10mm5.21m: He 5-10mm
SILTY CLAY - stiff, red-brown siltyclay, damp (with some rootlets in top50mm)SILTY CLAY - stiff, red-brown siltyclay with some fine ironstone gravel- very stiff below 1.0m
ANDESITE - extremely low strength,light brown andesite with lowstrength bands
ANDESITE - extremely low to verylow strength, extremely and highlyweathered, brown and pale greenporphyritic andesite
ANDESITE - very low strength,moderately weathered, pale greenporphyritic andesiteBore discontinued at 5.35m
4,5,7N = 12
PL(A) = 0.2
096
A/E
S
C
0.4
2.0
2.52.6
4.86
5.35
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
330
329
328
327
326
325
324
323
322
321
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG2PROJECT No: 73466.01DATE: 13/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: PGH CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 5.35m
SURFACE LEVEL: 330.6 AHDEASTING: 609048NORTHING: 6331116DIP/AZIMUTH: 90°/--
2.85m: He, 10mm
3.13m: Cz(?), 100mm
3.35m: J80°, pl, s, t, cln3.36m: J33°, pl, ro, fe,1mm
4.43m: J20°, pl, ro, fe,1mm
SILTY CLAY- stiff, brown silty clay,damp (with some rootlets in top100mm)SILTY CLAY - stiff, red-brown siltyclay with some fine ironstone gravel,damp
- very stiff below 1.0m
ANDESITE - extremely low strength,light brown andesite with lowstrength bandsANDESITE - very low and lowstrength, highly then slightlyweathered, slightly fractured, orangebrown porphyritic andesite
Bore discontinued at 5.5m
5,7,8N = 15
PL(A) = 0.3
PL(A) = 0.2
PL(A) = 0.2
0
80
100
100
A/E
A/E
S
C
C
0.4
2.3
2.5
5.5
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
331
330
329
328
327
326
325
324
323
322
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG3PROJECT No: 73466.01DATE: 13/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: AG/PGH CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 5.5m
SURFACE LEVEL: 331.6 AHDEASTING: 609085NORTHING: 6331105DIP/AZIMUTH: 90°/--
2.69m: J29°, pl, ro, fe,1mm
3.14m: J33°, pl, ro, fe,1mm
3.6m: J25°, pl, ro,fe,1mm3.73m: J40°, pl, ro, fe,1mm3.94m: J72°, pl, ro, fe,1mm4.4m: J75°, pl, ro, fe,1mm4.61m: J70°, pl, ro, fe,1mm
5.05m: J10°, pl, ro, fe,1mm
SILTY CLAY - stiff, brown silty clay,damp (with some rootlets in top100mm)SILTY CLAY - stiff, red-brown siltyclay with some fine ironstone gravel,damp- hard below 1.0m
ANDESITE - extremely low strength,light brown andesite with some lowstrength bands
ANDESITE - very low and lowstrength with medium strengthbands, moderately and slightlyweathered, slightly fractured, orangebrown, porphyritic andesite
Bore discontinued at 5.15m
6,10,18N = 28
PL(A) = 0.5
PL(A) = 0.5
PL(A) = 0.1
PL(A) = 0.1
27100
A/E
*A/E
S
C
0.5
1.2
2.5
5.15
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
332
331
330
329
328
327
326
325
324
323
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG4PROJECT No: 73466.01DATE: 13/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: AG CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 5.15m
SURFACE LEVEL: 332.2 AHDEASTING: 609122NORTHING: 6331104DIP/AZIMUTH: 90°/--
2.64m: J35°, pl, ro, fe,1-2mm2.85m: J85°, pl, ro, fe,1mm
3.65m: J85°, pl, ro, fe,1mm3.85m: J50°, pl, ro, fe,1mm4.1m: J30°, pl, ro, fe,1mm4.27m: J45°, pl, ro, fe,1mm4.3m: J45°, pl, ro, fe,1mm4.46m: J20°, pl, ro, fe,1mm4.7m: J50°, pl, ro, fe,1mm4.85m: J30°, pl, ro, fe,1mm
SILTY CLAY - stiff brown silty clay,damp (with some rootlets in top100mm)SILTY CLAY - stiff, red-brown siltyclay with some fine to mediumironstone gravel, dampANDESITE - extremely low strength,light brown andesite with mediumstrength bands
ANDESITE - extremely low and lowstrength, extremely and highlyweathered, slightly fractured, brownand tan porphyritic andesite
ANDESITE - high strength, slightlyweathered, slightly fractured, brownporphyritic andesite
Bore discontinued at 5.0m
8,16,20N = 36
PL(A) = 1.7
PL(A) = 3
50100
A/E
A/E
S
C
0.3
0.9
2.5
3.75
5.0
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
333
332
331
330
329
328
327
326
325
324
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG5PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: AG CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 5.0m
SURFACE LEVEL: 333.2 AHDEASTING: 609175NORTHING: 6331105DIP/AZIMUTH: 90°/--
3.55m: CORE LOSS:200mm
4.7m: CORE LOSS:200mm5.02m: J45°, pl, ro fe1mm
SILTY CLAY - stiff, brown silty clay,damp (with some rootlets in top200mm)SILTY CLAY - stiff, red brown siltyclay with some fine to mediumironstone gravel, damp
ANDESITE - extremely low strength,light brown andesite with lowstrength bands
ANDESITE - very low strength,extremely weathered, slightlyfractured, brown porphyritic andesite(clay)
Bore discontinued at 5.45m
5,7,7N = 14
PL(A) = 0.09
PL(A) = 0.08
PL(A) = 0.06
0
0
100
79
A/E
A/E
S
C
C
0.4
1.7
2.5
3.75
4.9
5.45
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
331
330
329
328
327
326
325
324
323
322
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG6PROJECT No: 73466.01DATE: 13 - 14/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: AG CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 5.45m
SURFACE LEVEL: 331.6 AHDEASTING: 609057NORTHING: 6331080DIP/AZIMUTH: 90°/--
3.05m: J55°, pl, ro, fe,1mm3.3m: J80°, pl, ro, fe,1mm3.45m: J35°, pl, ro, fe,1mm3.7-4.00m: J(x7) 80°, pl,ro, fe, 1mm
4.82m: J30°, pl, ro, fe,1mm
SILTY CLAY - stiff, brown silty clay,damp (with some rootlets in top200mm)SILTY CLAY - stiff, red-brown siltyclay with some fine to mediumironstone gravel ,damp- very stiff below 1.0m
ANDESITE - extremely low strength,light brown andesite with lowstrength bands
ANDESITE - extremely low and verylow strength, extremely tomoderately weathered, slightlyfractured, brown porphyritic andesite
ANDESITE - medium then very lowstrength, slightly weathered, slightlyfractured, light orange brownporphyritic andesite
Bore discontinued at 5.0m
7,14,14N = 28
PL(A) = 0.1PL(A) = 0.8
PL(A) = 0.4
PL(A) = 0.1
40100
A/E
A/E
S
C
0.4
1.5
2.5
3.75
5.0
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
332
331
330
329
328
327
326
325
324
323
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG7PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: AG CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 5.0m
SURFACE LEVEL: 332.8 AHDEASTING: 609101NORTHING: 6331073DIP/AZIMUTH: 90°/--
2.78m: J70°, pl, ro, fe,1mm2.96m: J55°, pl, ro, fe,1mm3.16m: Ds, 20mm3.46m: J50°, pl, ro, fe,1mm3.71m: J42°, pl, ro, fe,1mm
4.18m: J45°, pl, ro, fe,1mm
4.6m: J55°, pl, ro, fe,1mm4.75m: J(x4) 45°, pl, ro,fe, 1mm
SILTY CLAY - stiff, brown silty clay,damp (with rootlets in top 200mm)
SILTY CLAY - stiff, red-brown siltyclay with a trace of fine ironstonegravel, damp
- very stiff below 1.0m
ANDESITE - extremely low strength,light brown andesite with some lowstrength bands
ANDESITE - medium strength,slightly weathered, slightly fractured,light brown porphyritic andesite
ANDESITE - high strength, slightlyweathered, fractured then slightlyfractured, light brown porphyriticandesiteBore discontinued at 5.2m
6,8,19N = 27
PL(A) = 1
PL(A) = 0.8
PL(A) = 1PL(A) = 1.5
98
92
100
100
100
100
A/E
A/E
S
C
C
C
0.4
1.4
2.5
4.6
5.2
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
334
333
332
331
330
329
328
327
326
325
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG8PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: AG CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 5.2m
SURFACE LEVEL: 334.0 AHDEASTING: 609144NORTHING: 6331067DIP/AZIMUTH: 90°/--
2.65m: J45°, pl, ro, fe,1mm
3.3m: J70°, pl, ro, fe,1mm3.6m: J50°, pl, ro, fe,1mm3.75m: J50°, pl, ro, fe,1mm3.92m: J55°, pl, ro, fe,1mm4.24m: J70°, pl, ro, fe,1mm4.47m: J80°, pl, ro, fe,1mm4.65m: J45°, pl, ro, fe,1mm
SILTY CLAY - stiff, brown, silty clay,damp (with some rootlets in top200mm)SILTY CLAY - stiff, red-brown siltyclay with a trace of fine to mediumironstone gravel, damp
- very stiff below 1.0m
ANDESITE - extremely low strength,light brown andesite with lowstrength bands
ANDESITE - extremely low to lowand very low strength, extremely tomoderately weathered, slightlyfractured, orange brown porphyriticandesite
ANDESITE - low strength, slightlyweathered, slightly fractured, lightorange brown porphyritic andesite
Bore discontinued at 5.0m
10,14,17N = 31
PL(A) = 0.09
PL(A) = 0.2
60100
A/E
A/E
S
C
0.3
1.3
2.5
4.3
5.0
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
334
333
332
331
330
329
328
327
326
325
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG9PROJECT No: 73466.01DATE: 14/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: AG CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 5.0m
SURFACE LEVEL: 334.8 AHDEASTING: 609190NORTHING: 6331073DIP/AZIMUTH: 90°/--
3.14m: Ds 20mm
3.61m: J35°, pl, ro, fe,1mm3.7m: J55°, pl, ro, fe,1mm3.85m: J40°, pl, ro, fe,1mm4.06m: J30°, pl, ro, fe,1mm4.3m: Ds, 15°4.54m: J15°, pl, ro, fe,1mm4.83m: J10°, pl, ro, fe,1mm5.24m: cly 15mm5.38m: J80°, pl, ro, fe,1mm
SILTY CLAY - stiff, brown silty claywith a trace of fine ironstone gravel,damp (with some rootlets in top200mm)SILTY CLAY - stiff, red-brown siltyclay with some fine to mediumironstone gravel damp- very stiff below 1.0m
ANDESITE - extremely low strength,light brown andesite with some lowstrength bands
ANDESITE - medium strength,moderately then slightly weathered,slightly fractured, brown and lightgreen, porphyritic andesite
Bore discontinued at 5.55m
7,9,11N = 20
PL(A) = 1
PL(A) = 0.8
PL(A) = 0.7
PL(A) = 0.5
92
93
100
100
A/E
A/E
S
C
C
0.4
1.5
2.5
5.55
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
331
330
329
328
327
326
325
324
323
322
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG10PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: PGH/AG CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 5.55m
SURFACE LEVEL: 331.2 AHDEASTING: 609120NORTHING: 6331136DIP/AZIMUTH: 90°/--
3.07m: J45°, pl, ro, fe,2mm3.1m: J(x5) 30°, pl, ro,fe, 1mm
4.2m: J70°, pl, r,o fe,3mm4.44m: J70°, pl, ro, fe,2mm
4.9m: J55°, pl, ro, fe,3mm
SILTY CLAY - brown silty clay
SILTY CLAY - stiff, red-brown siltyclay with a trace of fine ironstonegravel, damp
ANDESITE - extremely low strength,light brown andesite
ANDESITE - very low to lowstrength, highly weathered withsome extremely low strength bands,slightly fractured, red brown andbrown, porphyritc andesite
Bore discontinued at 5.35m
PL(A) = 0.1
PL(A) = 0.1
PL(A) = 0.1
PL(A) = 0.1
64100
A/E
A/E
C
0.4
1.6
2.5
5.35
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
330
329
328
327
326
325
324
323
322
321
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG11PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: AG/PGH CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 5.35m
SURFACE LEVEL: 330.0 AHDEASTING: 609068NORTHING: 6331150DIP/AZIMUTH: 90°/--
2.5m: CORE LOSS:100mm2.66m: J45°, pl, ro, fe,1mm
3.19m: J30°, pl, ro, fe,1mm3.49m: J70°, pl, ro, fe,1mm3.6m: J85°, pl, ro, fe,1mm3.82m: J55°, pl, ro, fe,1mm3.9m: J30°, pl, ro, fe,1mm4.33m: possible crushedzone 70mm4.8m: possible crushedzone 70mm
SILTY CLAY - stiff, brown silty clay,damp (with some rootlets in top200mm)SILTY CLAY - stiff, red-brown siltyclay with a trace of fine to mediumironstone gravel, damp- very stiff below 1.0m
ANDESITE - extremely low strength,light brown andesite with lowstrength bands
ANDESITE - low and mediumstrength, extremely to moderatelyweathered, brown and pale greenporphyritic andesite
ANDESITE - low strength,moderately weathered, pale greenporphyritic andesiteBore discontinued at 5.2m
9,9,12N = 21
PL(A) = 0.4
PL(A) = 1
PL(A) = 0.3
72
90
100
100
A/E
A/E
S
C
C
0.4
1.7
2.52.6
4.86
5.2
FractureSpacing
(m)
0.01
Depth(m) B - Bedding
S - Shear
RockStrength
Type
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.10
0.50
1.00 R
QD
%Cor
eR
ec. %
Gra
phic
Log
Wat
er
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
1
2
3
4
5
6
7
8
9
J - JointF - Fault
RL
327
326
325
324
323
322
321
320
319
318
Test Results&
Comments0.05
Discontinuities
BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Newell Highway, Parkes
SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)
BORE No: PG12PROJECT No: 73466.01DATE: 15/8/2013SHEET 1 OF 1
DRILLER: RE&KE LOGGED: PGH CASING: HW to 2.5m
Health InfrastructureParkes Hospital Redevelopment
REMARKS:
RIG: Scout 4
WATER OBSERVATIONS:TYPE OF BORING:
No free groundwater observed whilst augeringSolid flight auger (TC bit) to 2.5m; NMLC coring to 5.2m
SURFACE LEVEL: 327.2 AHDEASTING: 609062NORTHING: 6331265DIP/AZIMUTH: 90°/--
Pag
e F1
of F
7
Det
aile
d S
ite In
vest
igat
ion
(Con
tam
inat
ion)
, Pro
pose
d P
arke
s H
ospi
tal
Pro
ject
734
66.0
1N
ewel
l Hig
hway
, Par
kes
Dec
embe
r 201
3
Tabl
e F1
: C
onta
min
ant C
once
ntra
tions
in S
oils
Sam
ple/
D
epth
(m)
B
T E
X N
apth
. F1
F2
+P
AH
B
.TEQ
O
CP
OPP
PC
B
Phen
ol
Asb
esto
s A
s C
d C
r C
u Pb
H
g N
i Zn
mg/
kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
(Y/N
)m
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kg
Stoc
kpile
d Fi
lling
PS
1<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
4
<0.4
31
23
11
<0
.1
12
36
PS
2<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
5
<0.4
28
32
14
<0
.1
15
130
PS
3<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
5
<0.4
22
22
15
<0
.1
13
45
PS
4<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
5
<0.4
24
21
13
<0
.1
10
33
PS
5A
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
N
4 <0
.4
29
21
15
<0.1
11
34
PS
6<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 0.
05
<0.5
<2
<0
.8
<0.7
<5
N
<4
<0
.4
22
16
10
<0.1
8
29
PS
7<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
5
<0.4
29
26
15
0.
1 13
42
PS
8<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
4
<0.4
27
22
14
<0
.1
11
40
PS
9<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
4
<0.4
25
19
17
<0
.1
10
34
PS
10<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 63
10
<2
<0
.8
<3.5
<5
N
17
<0
.4
29
58
53
0.1
17
120
PS11
A
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
N
5 <0
.4
27
20
12
<0.1
10
40
PS
12<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
5
<0.4
24
24
11
0.
1 12
32
PS
13<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
5
<0.4
29
24
13
<0
.1
13
38
PS
14<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
7
<0.4
23
27
16
<0
.1
14
54
PS
15<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
6
<0.4
24
26
12
<0
.1
12
52
Nat
ural
Soi
ls
PC
1/0-
0.1
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
N
7 <0
.4
42
23
17
0.4
13
65
PC
2/0-
0.1
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
7 <0
.4
41
25
22
0.2
15
43
PC
3/0-
0.1
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
47
31
15
0.2
15
28
PC
4/0.
5-0.
6 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
38
31
18
0.
1 19
86
PC
5/0.
1-0.
2 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
39
31
18
<0
.1
17
34
PC
6/0-
0.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
47
28
15
<0.1
13
27
PC
7/0-
0.1
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
43
25
13
<0.1
14
40
PC
8/0.
5-0.
6 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
42
21
12
<0
.1
12
19
PC
9/0.
1-0.
2 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
40
18
11
<0
.1
10
23
PC
10/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
39
14
10
<0.1
9
26
PC
11/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
40
10
9
<0.1
7
10
PC
12/0
.6-0
.7
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
29
11
8 <0
.1
7 9
PC
13/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
N
7 <0
.4
28
5 6
<0.1
4
4
PC
14/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
7
<0.4
42
23
17
0.
4 13
65
Not
es:
B =
Ben
zene
; T =
Tol
uene
; E =
Eth
ylbe
nzen
e; X
= X
ylen
e; N
apth
. = N
apht
hale
ne; F
1 =
(C6 –
C10
) – B
TEX
; F2
= (C
11 –
C16
) – N
apht
hale
ne; +
PA
H =
Pos
itive
pol
ycyc
lic a
rom
atic
hyd
roca
rbon
s; B
.TE
Q =
Car
cino
geni
c P
AH
s (a
s B
(a)P
TE
Q);
OC
P =
Org
anoc
hlor
ine
pest
icid
es;
OP
P =
Org
anop
hosp
horu
s pe
stic
ides
; PC
B =
Pol
ychl
orin
ated
bip
heny
ls; A
s =
Ars
enic
; Cd
= C
adm
ium
; Cr =
Chr
omiu
m; C
u =
Cop
per;
Pb
= Le
ad; H
g =
Mer
cury
; Ni =
Nic
kel;
Zn =
Zin
c; N
T =
Not
test
ed
Pag
e F2
of F
7
Det
aile
d S
ite In
vest
igat
ion
(Con
tam
inat
ion)
, Pro
pose
d P
arke
s H
ospi
tal
Pro
ject
734
66.0
1N
ewel
l Hig
hway
, Par
kes
Dec
embe
r 201
3
Tabl
e F1
: C
onta
min
ant C
once
ntra
tions
in S
oils
(Con
tinue
d)
Sam
ple/
D
epth
(m)
B
T E
X N
apth
. F1
F2
+P
AH
B
.TEQ
O
CP
OPP
PC
B
Phen
ol
Asb
esto
s A
s C
d C
r C
u Pb
H
g N
i Zn
mg/
kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
(Y/N
)m
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kg
Nat
ural
Soi
ls
PC
15/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 5
<0.4
32
13
8
<0.1
8
11
PC
16/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
39
17
11
0.
1 10
17
PC
17/0
.3-0
.4
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
42
16
9 <0
.1
9 15
PC
18/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
43
23
12
0.
1 15
27
PC
20/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
34
28
15
<0.1
15
37
PC
21/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
26
48
31
<0.1
11
32
PC
22/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
7 <0
.4
38
32
17
<0.1
14
25
PC
23/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
46
28
14
0.
3 15
29
PC
24/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
43
29
13
0.1
12
20
PC
25/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
7 <0
.4
36
34
14
0.1
15
22
PC
26/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
48
26
17
<0.1
13
29
PC
27/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
41
26
14
<0.1
12
24
PC
28/0
.6-0
.7
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
37
32
12
<0.1
11
20
PC
29/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
37
25
13
<0.1
13
29
PC
30/0
.2-0
.3
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
47
24
13
<0.1
13
26
PC
31/0
.2-0
.3
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
39
33
13
0.1
15
33
PC
32/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
7 <0
.4
45
33
9 <0
.1
13
25
PC
33/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 7
<0.4
42
25
12
<0
.1
12
23
PC
35/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
45
24
11
<0.1
14
22
PC
36/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
39
23
10
<0.1
12
19
PC
37/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
38
22
11
<0.1
10
15
PC
38/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
28
18
10
<0.1
9
22
PC
40/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
31
20
9 <0
.1
11
18
PC
41/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
28
24
13
0.1
13
32
PC
42/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
31
28
11
0.1
17
31
PC
43/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
35
28
8 <0
.1
10
19
PC
45/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
31
19
8 <0
.1
8 18
PC
46/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
35
27
10
<0
.1
14
25
PC
47/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 5
<0.4
34
18
11
0.
1 10
23
PC
48/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
44
20
12
<0.1
9
18
Not
es:
B =
Ben
zene
; T =
Tol
uene
; E =
Eth
ylbe
nzen
e; X
= X
ylen
e; N
apth
. = N
apht
hale
ne; F
1 =
(C6 –
C10
) – B
TEX
; F2
= (C
11 –
C16
) – N
apht
hale
ne; +
PA
H =
Pos
itive
pol
ycyc
lic a
rom
atic
hyd
roca
rbon
s; B
.TE
Q =
Car
cino
geni
c P
AH
s (a
s B
(a)P
TE
Q);
OC
P =
Org
anoc
hlor
ine
pest
icid
es;
OP
P =
Org
anop
hosp
horu
s pe
stic
ides
; PC
B =
Pol
ychl
orin
ated
bip
heny
ls; A
s =
Ars
enic
; Cd
= C
adm
ium
; Cr =
Chr
omiu
m; C
u =
Cop
per;
Pb
= Le
ad; H
g =
Mer
cury
; Ni =
Nic
kel;
Zn =
Zin
c; N
T =
Not
test
ed
Pag
e F3
of F
7
Det
aile
d S
ite In
vest
igat
ion
(Con
tam
inat
ion)
, Pro
pose
d P
arke
s H
ospi
tal
Pro
ject
734
66.0
1N
ewel
l Hig
hway
, Par
kes
Dec
embe
r 201
3
Tabl
e F1
: C
onta
min
ant C
once
ntra
tions
in S
oils
(Con
tinue
d)
Sam
ple/
D
epth
(m)
B
T E
X N
apth
. F1
F2
+P
AH
B
.TEQ
O
CP
OPP
PC
B
Phen
ol
Asb
esto
s A
s C
d C
r C
u Pb
H
g N
i Zn
mg/
kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
(Y/N
)m
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kg
Nat
ural
Soi
ls
PC
49/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
<4
<0
.4
30
24
11
<0.1
12
32
PC
50/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
4 <0
.4
28
22
11
<0.1
11
31
PC
51/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 4
<0.4
29
22
11
<0
.1
11
29
PC
52/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
38
30
14
0.2
11
21
PC
53/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 5
<0.4
35
29
15
0.
1 16
32
PC
54/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 7
<0.4
30
34
12
0.
1 11
22
PC
55/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 4
<0.4
29
22
12
0.
2 11
36
PC
56/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
7 <0
.4
44
44
17
0.1
17
35
PC
57/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 5
<0.4
40
29
15
<0
.1
17
39
PC
58/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
7 <0
.4
38
29
11
0.1
11
19
PC
60/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
28
33
11
<0
.1
19
45
PC
61/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
27
28
10
0.
1 16
31
PC
62/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
33
26
10
0.1
14
26
PC
63/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
31
25
9 <0
.1
12
18
PC
65/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
26
23
10
0.1
10
14
PC
66/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
23
14
7
<0.1
4
10
PC
67/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
29
23
11
<0
.1
11
18
PC
68/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
13
<0.4
37
66
16
0.
1 23
9
PC
70/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
33
32
10
0.
3 15
25
PC
71/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 62
N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 7
<0.4
34
35
13
0.
3 17
33
PC
72/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 7
<0.4
37
33
13
0.
2 13
23
PC
73/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
10
<0.4
30
39
13
0.
1 16
29
PC
74/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 7
<0.4
34
21
13
0.
1 12
25
PC
76/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
8 <0
.4
50
37
20
0.1
17
32
PC
77/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
34
32
16
0.1
20
40
PC
78/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
7 <0
.4
51
42
18
0.1
19
30
PC
79/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
5
<0.4
27
25
12
0.
1 14
30
PC
80/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
5
<0.4
31
24
12
0.
1 14
28
PC
81/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
34
27
14
0.
1 17
28
PC
82/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
7 <0
.4
28
29
12
0.1
11
18
Not
es:
B =
Ben
zene
; T =
Tol
uene
; E =
Eth
ylbe
nzen
e; X
= X
ylen
e; N
apth
. = N
apht
hale
ne; F
1 =
(C6 –
C10
) – B
TEX
; F2
= (C
11 –
C16
) – N
apht
hale
ne; +
PA
H =
Pos
itive
pol
ycyc
lic a
rom
atic
hyd
roca
rbon
s; B
.TE
Q =
Car
cino
geni
c P
AH
s (a
s B
(a)P
TE
Q);
OC
P =
Org
anoc
hlor
ine
pest
icid
es;
OP
P =
Org
anop
hosp
horu
s pe
stic
ides
; PC
B =
Pol
ychl
orin
ated
bip
heny
ls; A
s =
Ars
enic
; Cd
= C
adm
ium
; Cr =
Chr
omiu
m; C
u =
Cop
per;
Pb
= Le
ad; H
g =
Mer
cury
; Ni =
Nic
kel;
Zn =
Zin
c; N
T =
Not
test
ed
Pag
e F4
of F
7
Det
aile
d S
ite In
vest
igat
ion
(Con
tam
inat
ion)
, Pro
pose
d P
arke
s H
ospi
tal
Pro
ject
734
66.0
1N
ewel
l Hig
hway
, Par
kes
Dec
embe
r 201
3
Tabl
e F1
: C
onta
min
ant C
once
ntra
tions
in S
oils
(Con
tinue
d)
Sam
ple/
D
epth
(m)
B
T E
X N
apth
. F1
F2
+P
AH
B
.TEQ
O
CP
OPP
PC
B
Phen
ol
Asb
esto
s A
s C
d C
r C
u Pb
H
g N
i Zn
mg/
kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
(Y/N
)m
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kg
Nat
ural
Soi
ls
PC
83/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 8
<0.4
33
23
12
0.
2 14
25
PC
84/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
4 <0
.4
29
21
10
0.2
12
23
PC
85/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
<4
<0.4
26
16
10
0.
1 8
16
PC
86/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
25
31
13
0.2
10
18
PC
87/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 4
<0.4
24
21
10
0.
3 10
21
PC
88/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
8 <0
.4
29
42
11
0.1
13
22
PC
89/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
28
31
14
0.
1 14
29
PC
90/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
7 <0
.4
32
28
15
0.1
12
33
PC
91/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 7
<0.4
28
33
12
0.
1 16
34
PC
93/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
11
<0.4
39
54
13
0.
1 22
28
PC
94/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 14
<0
.4
41
69
26
0.1
35
12
PC
95/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 8
<0.4
31
33
10
0.
1 9
17
PC
96/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 5
<0.4
19
18
8
0.1
7 16
PC
97/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
95
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
9 <0
.4
15
88
7 0.
1 11
12
PC
99/0
-0.1
<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
38
26
12
0.
1 12
20
PC
100/
0.1-
0.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
42
23
12
0.2
11
20
PC
101/
0-0.
1 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
39
29
13
0.
1 16
27
PC
103/
0.5-
0.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
44
18
10
<0.1
8
13
PC
104/
0-0.
1 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
53
17
12
<0
.1
9 18
PC
105/
0.1-
0.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
39
12
10
<0.1
8
12
PC
106/
0-0.
1 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 7
<0.4
39
11
8
<0.1
6
6
PC
108/
0.5-
0.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
9 <0
.4
31
36
10
<0.1
12
12
PC
109/
0-0.
1 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 9
<0.4
33
23
10
<0
.1
9 11
PC
110/
0-0.
1 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 8.
2 1
<2
<0.8
<0
.7
<5
NT
21
<0.4
39
28
19
<0
.1
13
36
PC
111/
0-0.
1 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
37
9
9 <0
.1
6 9
PC
113/
0.8-
0.9
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
7 <0
.4
18
18
8 <0
.1
13
10
PC
114/
0-0.
1 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 5
<0.4
28
8
7 <0
.1
5 7
PC
115/
0-0.
1 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 5
<0.4
51
19
11
<0
.1
11
18
PC
116/
0-0.
1 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
43
27
14
<0
.1
16
25
PC11
8-0.
5-0.
6 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
38
29
15
<0
.1
13
23
Not
es:
B =
Ben
zene
; T =
Tol
uene
; E =
Eth
ylbe
nzen
e; X
= X
ylen
e; N
apth
. = N
apht
hale
ne; F
1 =
(C6 –
C10
) – B
TEX
; F2
= (C
11 –
C16
) – N
apht
hale
ne; +
PA
H =
Pos
itive
pol
ycyc
lic a
rom
atic
hyd
roca
rbon
s; B
.TE
Q =
Car
cino
geni
c P
AH
s (a
s B
(a)P
TE
Q);
OC
P =
Org
anoc
hlor
ine
pest
icid
es;
OP
P =
Org
anop
hosp
horu
s pe
stic
ides
; PC
B =
Pol
ychl
orin
ated
bip
heny
ls; A
s =
Ars
enic
; Cd
= C
adm
ium
; Cr =
Chr
omiu
m; C
u =
Cop
per;
Pb
= Le
ad; H
g =
Mer
cury
; Ni =
Nic
kel;
Zn =
Zin
c; N
T =
Not
test
ed
Pag
e F5
of F
7
Det
aile
d S
ite In
vest
igat
ion
(Con
tam
inat
ion)
, Pro
pose
d P
arke
s H
ospi
tal
Pro
ject
734
66.0
1N
ewel
l Hig
hway
, Par
kes
Dec
embe
r 201
3
Tabl
e F1
: C
onta
min
ant C
once
ntra
tions
in S
oils
(Con
tinue
d)
Sam
ple/
D
epth
(m)
B
T E
X N
apth
. F1
F2
+P
AH
B
.TEQ
O
CP
OPP
PC
B
Phen
ol
Asb
esto
s A
s C
d C
r C
u Pb
H
g N
i Zn
mg/
kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
(Y/N
)m
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kg
Nat
ural
Soi
ls
PC
119/
0-0.
1 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
42
28
15
<0
.1
13
24
PP
1/0.
1-0.
2<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 5
<0.4
34
21
11
0.
2 12
23
PP
2/0.
1-0.
2<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
38
27
12
0.
2 17
31
PP
3/0.
1-0.
2<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
41
29
13
0.
2 14
31
PP
4/0.
5-0.
6<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 5
<0.4
30
31
10
0.
1 10
21
PP
5/0-
0.1
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
N
5 <0
.4
36
23
13
<0.1
13
28
PP
6/0-
0.1
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
50
24
13
<0.1
9
19
PP
7/0.
5-0.
6<0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 7
<0.4
33
34
12
<0
.1
14
21
PG
1/0.
5-0.
6 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
41
28
13
<0
.1
10
20
PG
2/0-
0.1
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
<4
<0.4
29
20
11
<0
.1
9 20
PG
3/0-
0.1
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
4 <0
.4
28
21
9 <0
.1
10
17
PG
4/0.
5-0.
6 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 14
<0
.4
35
27
12
<0.1
12
23
PG
5/0.
1-0.
2 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 5
<0.4
37
23
9
0.2
12
22
PG
6/0-
0.1
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
4 <0
.4
30
24
10
<0.1
10
23
PG
7/0.
1-0.
2 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
36
26
12
<0
.1
10
20
PG
8/0.
5-0.
6 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
37
26
12
<0
.1
11
24
PG
9/0.
1-0.
2 <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
37
29
10
<0
.1
16
27
PG
10/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
37
33
15
<0.1
17
39
PG
11/0
.1-0
.2
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
39
27
13
<0.1
15
34
PG
12/0
.5-0
.6
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
48
24
13
<0.1
12
24
Not
es:
B =
Ben
zene
; T =
Tol
uene
; E =
Eth
ylbe
nzen
e; X
= X
ylen
e; N
apth
. = N
apht
hale
ne; F
1 =
(C6 –
C10
) – B
TEX
; F2
= (C
11 –
C16
) – N
apht
hale
ne; +
PA
H =
Pos
itive
pol
ycyc
lic a
rom
atic
hyd
roca
rbon
s; B
.TE
Q =
Car
cino
geni
c P
AH
s (a
s B
(a)P
TE
Q);
OC
P =
Org
anoc
hlor
ine
pest
icid
es;
OP
P =
Org
anop
hosp
horu
s pe
stic
ides
; PC
B =
Pol
ychl
orin
ated
bip
heny
ls; A
s =
Ars
enic
; Cd
= C
adm
ium
; Cr =
Chr
omiu
m; C
u =
Cop
per;
Pb
= Le
ad; H
g =
Mer
cury
; Ni =
Nic
kel;
Zn =
Zin
c; N
T =
Not
test
ed
Pag
e F6
of F
7
Det
aile
d S
ite In
vest
igat
ion
(Con
tam
inat
ion)
, Pro
pose
d P
arke
s H
ospi
tal
Pro
ject
734
66.0
1N
ewel
l Hig
hway
, Par
kes
Dec
embe
r 201
3
Tabl
e F2
: C
onta
min
ant C
once
ntra
tions
in Q
A/Q
C S
ampl
es
Sam
ple
B
T E
X N
apth
. F1
F2
+P
AH
B
.TEQ
O
CP
OPP
PC
B
Phen
ol
Asb
esto
s A
s C
d C
r C
u Pb
H
g N
i Zn
mg/
kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
(Y/N
)m
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kg
QA
/QC
Soi
l Sam
ples
TS2A
(PC
5/0.
1-0.
2)
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
4 <0
.4
31
22
13
<0.1
12
27
TS2B
(PC
5/0.
1-0.
2)
<0.1
<0
.1
<0.1
<0
.3
<0.5
<2
0 <5
0 N
IL
0.6
<2.2
<4
.5
<3.5
<0
.1
NT
6.5
0.5
41
31
14
<0.0
5 15
39
TS5A
(PC
79/0
-0.1
) <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 6
<0.4
30
25
11
<0
.1
13
29
TA5B
(PC
79/0
-0.1
) <0
.1
<0.1
<0
.1
<0.3
<0
.5
<20
<50
NIL
0.
6 <2
.2
<4.5
<3
.5
<0.1
N
T 7.
3 0.
5 40
24
11
<0
.05
13
26
TS7A
(PC
35/0
.1-0
.2)
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
<4
<0.4
29
22
12
<0
.1
12
23
TS7B
(PC
35/0
.1-0
.2)
<0.1
<0
.1
<0.1
<0
.3
<0.5
<2
0 <5
0 N
IL
0.6
<2.2
<4
.5
<3.5
<0
.1
NT
6.2
<0.4
29
29
12
<0
.5
15
29
TS9A
(PC
18/0
-0.1
) <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
<2
<0
.8
<0.7
<5
N
T 4
<0.4
33
17
9
<0.1
10
19
TS9B
(PC
18/0
-0.1
) <0
.1
<0.1
<0
.1
<0.3
<0
.5
<20
<50
NIL
0.
6 <2
.2
<4.5
<3
.5
<0.1
N
T 12
<0
.4
34
18
9 <0
.05
11
22
TS12
A(PC
43/0
.5-0
.6)
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
6 <0
.4
34
34
7 <0
.1
14
18
TS12
B(PC
43/0
.5-0
.6)
<0.1
<0
.1
<0.1
<0
.3
<0.5
<2
0 <5
0 N
IL
0.6
<2.2
<4
.5
<3.5
<0
.1
NT
11
<0.4
29
27
5.
9 <0
.05
10
15
TS13
A(PC
58/0
.5-0
.6)
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
5 <0
.4
26
23
9 0.
2 14
36
TS13
B(PC
58/0
.5-0
.6)
<0.1
<0
.1
<0.1
<0
.3
<0.5
<2
0 <5
0 N
IL
0.6
<2.2
<4
.5
<3.5
<0
.1
NT
13
<0.4
33
35
9.
3 <0
.05
19
35
TS17
A(PC
97/0
.5-0
.6)
<0.2
<0
.5
<1
<3
<1
<25
<50
NIL
<0
.5
<2
<0.8
<0
.7
<5
NT
9 <0
.4
16
89
8 <0
.1
11
13
TS17
B(PC
97/0
.5-0
.6)
<0.1
<0
.1
<0.1
<0
.3
<0.5
<2
0 <5
0 N
IL
0.6
<2.2
<4
.5
<3.5
<0
.1
NT
14
<0.4
12
89
6.
9 <0
.05
11
10
Blan
k <0
.2
<0.5
<1
<3
<1
<2
5 <5
0 N
IL
<0.5
N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T
Spi
ke95
%
81%
71
%
71%
N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T N
T
QA
/QC
Wat
er S
ampl
es (
g/L)
R1-
13/8
<1
<1
<1
<3
<1
<1
0 <5
0 N
IL
<5
NT
NT
NT
NT
NT
<50
<10
<10
<10
<30
<0.5
<2
0 <2
0
R2-
14/8
<1
<1
<1
<3
<1
<1
0 <5
0 N
IL
<5
NT
NT
NT
NT
NT
<50
<10
<10
<10
<30
<0.5
<2
0 <2
0
R3-
15/8
<1
<1
<1
<3
<1
<1
0 <5
0 N
IL
<5
NT
NT
NT
NT
NT
<50
<10
<10
<10
<30
<0.5
<2
0 <2
0
R1-
19/8
<1
<1
<1
<3
<1
<1
0 <5
0 N
IL
<5
NT
NT
NT
NT
NT
<50
<10
<10
<10
<30
<0.5
<2
0 <2
0
R2-
20/8
<1
<1
<1
<3
<1
<1
0 <5
0 N
IL
<5
NT
NT
NT
NT
NT
<50
<10
<10
<10
<30
<0.5
<2
0 <2
0
R3-
21/8
<1
<1
<1
<3
<1
<1
0 <5
0 N
IL
<5
NT
NT
NT
NT
NT
<50
<10
<10
<10
<30
<0.5
<2
0 <2
0
Not
es:
B =
Ben
zene
; T =
Tol
uene
; E =
Eth
ylbe
nzen
e; X
= X
ylen
e; N
apth
. = N
apht
hale
ne; F
1 =
(C6 –
C10
) – B
TEX
; F2
= (C
11 –
C16
) – N
apht
hale
ne; +
PA
H =
Pos
itive
pol
ycyc
lic a
rom
atic
hyd
roca
rbon
s; B
.TE
Q =
Car
cino
geni
c P
AH
s (a
s B
(a)P
TE
Q);
OC
P =
Org
anoc
hlor
ine
pest
icid
es;
OP
P =
Org
anop
hosp
horu
s pe
stic
ides
; PC
B =
Pol
ychl
orin
ated
bip
heny
ls; A
s =
Ars
enic
; Cd
= C
adm
ium
; Cr =
Chr
omiu
m; C
u =
Cop
per;
Pb
= Le
ad; H
g =
Mer
cury
; Ni =
Nic
kel;
Zn =
Zin
c; N
T =
Not
test
ed
Pag
e F7
of F
7
Det
aile
d S
ite In
vest
igat
ion
(Con
tam
inat
ion)
, Pro
pose
d P
arke
s H
ospi
tal
Pro
ject
734
66.0
1N
ewel
l Hig
hway
, Par
kes
Dec
embe
r 201
3
Tabl
e F3
: St
atis
tical
Ana
lysi
s of
Con
tam
inan
t Con
cent
ratio
ns
Sam
ple/
D
epth
(m)
B
T E
X N
apth
. F1
F2
+P
AH
B
.TEQ
O
CP
OPP
PC
B
Phen
ol
Asb
esto
s A
s C
d C
r C
u Pb
H
g N
i Zn
mg/
kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
(Y/N
)m
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kg
Stat
istic
al A
naly
sis
of S
tock
pile
d Fi
lling
Con
tam
inan
t Con
cent
ratio
ns (m
g/kg
)
Max
imum
0
0 0
0 0
0 0
63
10
0 0
0 0
17
0
31
58
53
0.1
17
130
Aver
age
0 0
0 0
0 0
0 4.
2 0.
7 0
0 0
0
5.8
0 26
.2
25.4
16
.1
0.1
12.1
50
.6
Std.
Dev
iatio
n 0
0 0
0 0
0 0
N/A
N
/A
0 0
0 0
3.
3 0
2.9
9.8
10.4
0
2.3
31.1
95%
UC
L 0
0 0
0 0
0 0
N/A
N
/A
0 0
0 0
7.
4 0
37.5
29
.9
20.8
N
/A
13.1
64
.7
Stat
istic
al A
naly
sis
of N
atur
al S
oil C
onta
min
ant C
once
ntra
tions
(mg/
kg)
Max
imum
0
0 0
0 0
0 95
8.
2 1
0 0
0 0
21
0
53
88
31
0.4
35
86
Aver
age
0 0
0 0
0 0
1.3
0.6
0 0
0 0
0
6.4
0 35
.8
26.7
12
.3
0.1
12.5
24
.2
Std.
Dev
iatio
n 0
0 0
0 0
0 N
/A
N/A
N
/A
0 0
0 0
2.
2 0
7.3
10.9
3.
5 0.
1 4
10.6
95%
UC
L 0
0 0
0 0
0 N
/A
N/A
N
/A
0 0
0 0
6.
7 0
36.9
28
.3
12.8
0.
2 13
.1
25.8
Stat
istic
al A
naly
sis
of A
ll Pr
imar
y So
il Sa
mpl
e C
onta
min
ant C
once
ntra
tions
(mg/
kg)
Max
imum
0
0 0
0 0
0 95
63
10
0
0 0
0
21
0 53
88
53
0.
4 35
13
0
Aver
age
0 0
0 0
0 0
1.2
0.5
0.1
0 0
0 0
6.
3 0
34.8
26
.6
12.7
0.
1 12
.5
27.1
Std
. Dev
iatio
n 0
0 0
0 0
0 N
/A
N/A
N
/A
0 0
0 0
2.
3 0
7.5
10.8
4.
8 0.
1 3.
9 16
.3
95%
UC
L 0
0 0
0 0
0 N
/A
N/A
N
/A
0 0
0 0
6.
6 0
35.9
28
.1
13.4
0.
2 13
.0
29.4
Not
es:
B =
Ben
zene
; T =
Tol
uene
; E =
Eth
ylbe
nzen
e; X
= X
ylen
e; N
apth
. = N
apht
hale
ne; F
1 =
(C6 –
C10
) – B
TEX
; F2
= (C
11 –
C16
) – N
apht
hale
ne; +
PA
H =
Pos
itive
pol
ycyc
lic a
rom
atic
hyd
roca
rbon
s; B
.TE
Q =
Car
cino
geni
c P
AH
s (a
s B
(a)P
TE
Q);
OC
P =
Org
anoc
hlor
ine
pest
icid
es;
OP
P =
Org
anop
hosp
horu
s pe
stic
ides
; PC
B =
Pol
ychl
orin
ated
bip
heny
ls; A
s =
Ars
enic
; Cd
= C
adm
ium
; Cr =
Chr
omiu
m; C
u =
Cop
per;
Pb
= Le
ad; H
g =
Mer
cury
; Ni =
Nic
kel;
Zn =
Zin
c; N
A =
Not
app
licab
le
Tabl
e F4
: A
dopt
ed C
ompa
rativ
e C
riter
ia
Sam
ple/
D
epth
(m)
B
T E
X N
apth
. F1
F2
+P
AH
B
.TEQ
O
CP
OPP
PC
B
Phen
ol
Asb
esto
s A
s C
d C
r C
u Pb
H
g N
i Zn
mg/
kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
(Y/N
)m
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kgm
g/kg
mg/
kg
Ado
pted
Inve
stig
atio
n/Sc
reen
ing
Leve
ls (m
g/kg
)
Hea
lth-B
ased
1 4
NL
NL
NL
NL
250
NL
4000
40
Va
rious
Va
rious
7
2400
00
30
00
900
3600
24
0000
15
00
730
6000
40
0000
Eco
logi
cal2
370
16
0
700
310
1810
300
640
Not
es:
B =
Ben
zene
; T =
Tol
uene
; E =
Eth
ylbe
nzen
e; X
= X
ylen
e; N
apth
. = N
apht
hale
ne; F
1 =
(C6 –
C10
) – B
TEX
; F2
= (C
11 –
C16
) – N
apht
hale
ne; +
PA
H =
Pos
itive
pol
ycyc
lic a
rom
atic
hyd
roca
rbon
s; B
.TE
Q =
Car
cino
geni
c P
AH
s (a
s B
(a)P
TE
Q);
OC
P =
Org
anoc
hlor
ine
pest
icid
es;
OP
P =
Org
anop
hosp
horu
s pe
stic
ides
; PC
B =
Pol
ychl
orin
ated
bip
heny
ls; A
s =
Ars
enic
; Cd
= C
adm
ium
; Cr =
Chr
omiu
m; C
u =
Cop
per;
Pb
= Le
ad; H
g =
Mer
cury
; Ni =
Nic
kel;
Zn =
Zin
c; N
T =
Not
test
ed
1 Bas
ed o
n N
EP
M C
omm
erci
al/In
dust
rial S
ites;
2 Bas
ed o
n N
EP
M A
CLs
and
ave
rage
bac
kgro
und
conc
entra
tions
from
nat
ural
soi
l sam
ples
ana
lyse
d