attachment e: igsl ltd., 2017. additional monitoring ... · kerdiffstown landfill remediation...

IED Baseline Report

DOC0047

Attachment E: IGSL Ltd., 2017. Additional Monitoring Ground Investigation and Gas Extraction Boreholes, Kerdiffstown Landfill Remediation Project. Geotechnical Investigation Report

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IGSL Ltd _________________________ Additional Monitoring, Ground Investigation and Gas Extraction Boreholes Kerdiffstown Landfill Remediation Project _________________________ Geotechnical Investigation Report

Project No. 19600 May 2017

M7 Business Park Naas Co. Kildare Ireland T: +353 (45) 846176 E: [email protected] W: www.igsl.ie

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Kerdiffstown Landfill Remediation Project Geotechnical Investigation Report

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DOCUMENT ISSUE REGISTER

Distribution Report Status

Revision Date of Issue Prepared By: Reviewed By:

Jacobs

DRAFT Report in PDF by email

0 24 March 2017

J. Lawler BSc MSc P.Geo. EurGeol FGS

P. Quigley BEng CEng MIEI MICE Registered Ground Engineering Adviser

Jacobs

Report in PDF by email

1 10 May 2017

J. Lawler BSc MSc P.Geo. EurGeol FGS

P. Quigley BEng CEng MIEI MICE Registered Ground Engineering Adviser

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TABLE OF CONTENTS Foreword 1. Introduction 2. Fieldworks 2.1 General 2.2 Rotary Open Hole / Coring 2.3 Rotary Open Hole / Auger Drill 2.4 Rotary Open Hole – Gas Extraction Well 2.5 Cable Percussive Boring 2.6 Trial Pits 2.7 Concrete Slab Excavation 2.8 Slit Trenching 2.9 Soakaway Tests 2.10 Falling Head Permeability Testing 2.11 Photoionisation Detector [PID] Readings 2.12 Gas & Groundwater Monitoring 2.13 Surveying of Exploratory Hole Locations and Landfill Boundary 3. Laboratory Testing 4. Additional Notes

References

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FIGURES

Figure 1 - Site Location Plan

APPENDICES

Appendix 1 - Rotary Open Hole / Coring (Prefixed RCBB, RCBH, RCDB) Appendix 2 - Rotary Open Hole / Auger Drill (Suffixed RA) Appendix 3 - Rotary Open Hole – Gas Extraction Well (Prefixed GEW) Appendix 4 - Cable Percussive Boring (Prefixed BB, DB, RM & BH) Appendix 5 - Trial Pit Logs & Photographs Appendix 6 - Concrete Slab Excavation (Prefixed SC-Z and TP) Appendix 7 - Slit Trenching Records Appendix 8 - Soakaway Tests Appendix 9 - Falling Head Permeability Testing Appendix 10 - Photoionisation Detector [PID] Readings Appendix 11 - Gas & Groundwater Monitoring Appendix 12 - Geotechnical Classification Testing Appendix 13 - Shear Box Records Appendix 14 - Environmental Laboratory Testing Appendix 15 - Exploratory Hole Location Plan

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FOREWORD The following conditions and notes on the geotechnical site investigation procedures should be read in conjunction with this report.

Standards The ground investigation works for this project (Additional Monitoring, Ground Investigation and Gas Extraction Boreholes, Kerdiffstown Landfill Remediation Project [KLRP]) have been carried out by IGSL in accordance with Eurocode 7 - Part 2: Ground Investigation & Testing (EN 1997-2:2007). This has been used together with complementary documents such as BS 5930 (2015) and BS 1377 (Parts 1 to 9) and the following European Norms:

o EN 1997-2 Eurocode 7: 2007 – Geotechnical Design – Part 2: Ground Investigation & Testing

o EN ISO 22475-1:2006 Geotechnical Investigation and Sampling – Sampling Methods & Groundwater Measurements

o EN ISO 14688-1:2002 Geotechnical Investigation and Testing – Identification and Classification of Soil, Part 1: Identification and Description

o EN ISO 14688-2:2004 Geotechnical Investigation and Testing – Identification and Classification of Soil, Part 2: Classification Principles

o EN ISO 14689-1:2004 Geotechnical Investigation and Testing - Identification & Classification of Rock, Part 1: Identification & Description

Reporting No responsibility can be held by IGSL Ltd for ground conditions between exploratory hole locations. The engineering logs provide ground profiles and configuration of strata relevant to the investigation depths achieved and caution should be taken when extrapolating between exploratory points. No liability is accepted for ground conditions extraneous to the investigation points. Unless specifically stated, no account has been taken of possible subsidence due to mineral extraction, mining works or karstification below or close to the site. This report has been prepared for Kildare County Council and Jacobs and the information should not be used without their prior written permission. IGSL Ltd accepts no responsibility or liability for this document being used other than for the purposes for which it was intended.

Boring Procedures Where required, ‘shell and auger' or cable percussive boring technique is employed as defined by Section 6.3 of IS EN ISO 22475-1:2006. The boring operations, sampling and in-situ testing meet with the recommendations set out in IS EN 1997-2:2007 and BS 1377:1990 and EN ISO 22476-3:2005. The shell and auger boring technique allows for continuous sampling in clay and silt above the water table and sand and gravel below the water table (Table 2 of IS EN ISO 22475-1:2006). It is highlighted that some disturbance and variation is unavoidable in particular ground (e.g. blowing sands, gravel / cobble dominant glacial deposits etc). Attention is drawn to this condition, whenever it is suspected. Where cobbles and boulders are recorded, no conclusion should be drawn concerning the size, presence, lithological nature, or numbers per unit volume of ground.

In-Situ Testing Where required, Standard Penetration Tests (SPT’s) are conducted strictly in accordance with Section 4.6 of IS EN 1997-2:2007. The SPT equipment (hammer energy test) has been calibrated in accordance with EN ISO 22476-3:2005 and the Energy Ratio (Er). A calibration certificate is available upon request. The Er is defined as the ratio of the actual energy Emeas (measured energy during calibration) delivered to the drive weight assembly into the drive rod below the anvil, to the theoretical energy (Etheor) as calculated from the drive weight assembly. The measured number of

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blows (N) reported on the engineering logs are uncorrected. In sands, the energy losses due to rod length and the effect of the overburden pressure should be taken into account (see IS EN ISO 22476-3:2005). Soil Sampling Three categories of sampling methods are outlined in EN ISO 22475-1:2006. The categories are referenced A, B and C for any given ground conditions and are shown in Tables 1 and 2 of EN ISO 22475-1:2006. Reference should be made to EN 1997-2:2002 for guidelines on sample class and quality for strength and compressibility testing. Samples of quality classes 1 or 2 can only be obtained by using Category A sampling methods. Class 1 thin wall undisturbed tube samples (UT100) were obtained in fine grained soils and strictly meet the requirements of EN 1997-2:2002 and EN ISO 22475-1:2006. Soil samples for laboratory tests are divided into five classes with respect to the soil properties that are assumed to remain unchanged during sampling, handling transport and storage. The minimum sample quality required for testing purposes to Eurocode 7 compatibility (EN 1997-2:2002) is shown in Table A. Table A – Details of Sample Quality Requirements

EN 1997 Clause Test Minimum Sample Quality Class

5.5.3 Water Content 3

5.5.4 Bulk Density 2

5.5.5 Particle Density N/S

5.5.6 Particle Size Analysis N/S

5.5.7 Consistency Limits 4

5.5.8 Density Index N/S

5.5.9 Soil Dispersivity N/S

5.5.10 Frost Susceptibility N/S

5.6.2 Organic Content 4

5.6.3 Carbonate Content 3

5.6.4 Sulphate Content 3

5.6.5 pH 3

5.6.6 Chloride Content 3

5.7 Strength Index 1

5.8 Strength Tests 1

5.9 Compressibility Tests 1

5.10 Compaction Tests N/S

5.11 Permeability 2 N/S – not stated. Presume a representative sample of appropriate size.

Samples recovered from trial pits or trenches meet the requirements of IS EN ISO 22475-1. It is highlighted that unforeseen circumstances such as variations in geological strata may lead to lower quality sample classes being obtained.

Groundwater The depth of entry of any influx of groundwater is recorded during the course of boring operations. However, the normal rate of boring does not usually permit the recording of an equilibrium level for any one water strike. Where possible, drilling is suspended for a period of twenty minutes to monitor the subsequent rise in water level. Groundwater conditions observed in the borings or pits are those appertaining to the period of investigation. It should be noted however, that groundwater levels are subject to diurnal, seasonal and climatic variations and can also be affected by drainage conditions, tidal variations etc.

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Engineering Logging Soil and rock identification has been based on the examination of the samples recovered and conforms with IS EN ISO 14688-1:2002 and IS EN ISO 14689-1:2004. Rock weathering classification conforms to IS EN ISO 14689-1:2003 while discontinuities (bedding planes, joints, cleavages, faults etc) are classified in accordance with 4.3.3 of IS EN ISO 14689-1:2003. Rock mechanical indices (TCR, SCR, RQD) are defined in accordance with IS EN ISO 22475-1:2006.

Where peat has been encountered, samples have been logged in accordance with the Von Post Classification (ref. Von Post, L. 1992. Sveriges Gologiska Undersoknings torvinventering och nogra av dess hittils vunna resultat (SGU peat inventory and some preliminary results) Svenska Mosskulturforeningens Tidskrift, Jonkoping, Swedden, 36, 1-37 and Hobbs N. B. Mire morphology and the properties of some British and foreign peats. QJEG, Vol. 19, 1986. Retention of Samples After satisfactory completion of all the scheduled laboratory tests on any sample, the remaining material will be discarded. Unless a period of retention of samples is agreed, it is our normal practice to discard all soil samples one month after submission of our final report.

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1. INTRODUCTION At the instruction of Jacobs, IGSL Limited has undertaken a programme of geotechnical investigation centred on the 30 hectare expanse of Kerdiffstown Landfill. The landfill is located on the Johnstown Road, Kerdiffstown, approximately 3.5km northeast of Naas Town, County Kildare. The site was originally a sand and gravel quarry which attracted mixed domestic and commercial solid waste from the 1950’s onwards. The site was operated as a waste management facility from 1995 through to 2010 before being abandoned. The landfill is neither lined nor capped. An initial fire was reported at the site at a waste processing area in September 2010 (EPA, 2010, September 06). It was reported to have ignited in an outdoor stockpile of mattresses and textiles. In January of 2011, the fire was reported as “below surface” (EPA, 2011, January 24). By late February the fire was reported to be extinguished (EPA, 2011, February 25). The site, owing to the lack of contemporary records for waste disposal, for the purposes of the investigation was classified in accordance with the British Drilling Association [BDA] ‘Guidance for Safe Intrusive Activities on Contaminated or Potentially Contaminated Land” (2008) as Yellow. The site is bound by Naas Golf Course and Kerdiffstown House to the north, a local road (Johnstown Road) to the west, a caravan sales business, residential properties and agricultural land to the south and agricultural land to the east. The site is accessed from the local Johnstown Road. Figure 1 – Site Location Plan (extent of investigation outlined in red)

Reproduced from OSI / Geohive.ie website

Ordnance Survey Ireland Licence No. EN0070017

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Previous investigations were undertaken on the site both in 2010 (by Glover Site Investigation Limited) and in 2012 (by Priority Geotechnical Limited and by IGSL Limited). The aim of the current contract was to improve the existing hydrogeological, gas and stability risk assessment for the site. Through the construction of various exploratory holes, attempts were made to quantify the base and lateral extent of the landfill as well as to gain a better understanding of the nature of the fill material and the underlying natural soils. In addition, gas extraction wells were installed to supplement existing gas management infrastructure (gas flare system) on site. Whilst on site, IGSL were acting as a subcontractor with Priority Limited performing the role of PSCS. The investigation comprised cable percussive boring, rotary open hole, rotary auger & rotary coring works with the construction of both large and small diameter monitoring / gas extraction wells. Machine excavated pits in waste stockpiles, trial trenching, observation / inspection pits, hand-dug inspection pits and slit trenching were all performed across the site. Gas extraction wells constructed using rotary auger techniques permitted the connection of gas extraction wells to the existing gas flare system. Connection was undertaken by Irish Biotech Systems Limited following construction. Gas and groundwater monitoring was undertaken as the wells were developed. The investigations were executed in accordance with BS 5930, Code of Practice for Site Investigations (2015) and EN 1997-2 Eurocode 7 Part 2 Ground Investigation & Testing and supervised by an IGSL geotechnical engineer. Gas monitoring was undertaken in accordance with CIRIA C665:2007. Geotechnical laboratory testing was carried out on selected soil samples and included particle size distribution, atterberg limits and shear box testing. Environmental testing was also scheduled on a number of soil samples recovered from the various exploratory holes. The ‘as-built’ ground levels are shown on the exploratory hole logs with locations plotted on the composite exploratory hole plan (Appendix 15).

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2. FIELDWORKS 2.1 General The geotechnical investigations were carried out during October and December 2016 and comprised the following:

o Rotary Open Hole / Coring (17 No.) o Rotary Open Hole / Auger Drill (13 No.) o Rotary Open Hole – Gas Extraction Well [GEW] (5 No.) o Cable Percussive Boreholes (34 No.) o Trial pits (9 No.) o Concrete Slab Excavation (11 No.) o Slit Trenches (22 No.) o Soakaway Testing (1 No.) o Falling Head Permeability Tests (23 No.) o Photoionisation Detector [PID] Readings (measured at 11 No. rotary auger holes) o Gas & Groundwater Monitoring* o Surveying of Exploratory Hole Locations and Landfill Boundary

*Groundwater monitoring was undertaken in January 2017 with a second tranche of gas and groundwater monitoring in February 2017 coincident with development of the newly installed wells.

2.2 Rotary Open Hole / Coring (Prefixed RCBB, RCBH, RCDB) The small diameter drillholes were positioned about the Kerdiffstown site, predominantly in the neighbouring lands. Rotary drilling was carried out using a track-mounted Knebel rotary rig. Both Symmetrix and Robit open-hole drilling techniques were employed in the overburden / Made Ground. 78mm diameter core samples were recovered in intact rock. Air//Mist flush was used to promote sample recovery throughout coring. The core samples, where recovered, were placed in 3m capacity timber boxes. The boxes were transported from site to IGSL’s laboratory in Naas to facilitate sub-sampling for laboratory testing. Photographs of the cores were taken with a digital camera prior to logging by a senior engineering geologist. The core photographs are presented in Appendix 1. The core log records include engineering geological descriptions of the cores, details of discontinuities and mechanical indices (TCR, SCR and RQD's) for each core run. It is noted that core comprised of glacial till / overburden do not form part of the SCR and RQD percentage values. Comments on casing details are included on the rotary records. The rotary drillhole records are presented in Appendix 1 and reference should be made to the Foreword which provides details on the logging of the cores. A list of all rotary open hole / coreholes is also presented in Appendix 1. Standpipes were each installed in the coreholes to establish an equilibrium groundwater level in the drillhole. Gas taps were also fitted to the respective standpipes in the landfill. The standpipe (50mm diameter uPVC with proprietary 1mm slots and filter sock) incorporated a pea gravel filter pack and cement/bentonite grout seal. A protective stand-up cover was concreted in place with a post and rail timber fence erected about the steel headworks cover. In the case of RCDB02 and RCBH69, a double installation comprising a 50mm standpipe and a 19mm diameter piezometer pipe were fitted. 2.3 Rotary Open Hole / Auger Drill (Suffixed RA) Rotary augering was carried out using a SoilMec SR30 hydraulic drilling rig. This was operated by IGSL Limited subcontractor Dempsey Drilling Limited. Augering was undertaken at thirteen locations across the landfill using a 450mm diameter auger. Re-setups were required in some circumstances where concrete and metal obstructions were encountered at shallow depths. At both BH76 (RA) and BH77 (RA) a 300mm auger was initially deployed. It was thought that a narrower dimension auger would penetrate the landfill material with greater ease. However, ultimately both

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were re-drilled using a 450mm auger (BH76A (RA) & BH77A (RA)). Depths achieved through augering ranged from 1.0m to 34.0m. Rotary augers used to prove the base of the landfill were occasionally abandoned due to borehole instability / obstructions. The rotary auger records include engineering geological descriptions based on the drilling returns. It is noted on the driller logs that these samples can be heavily disturbed and fragmented, typically with a loss of fines. Therefore it is not possible with complete accuracy to assess the soil stratification or the rock condition / fracture structure. The rotary auger records are presented in Appendix 2. A list of all rotary open hole / auger drillholes is also presented in Appendix 2. Waste classification and odour level monnitoring were undertaken in accordance with Kildare County Council. Standpipes were each installed in the open-holes to establish an equilibrium groundwater level in the drillhole. Gas taps were also fitted to the respective standpipes. The standpipe (50mm diameter uPVC with proprietary 1mm slots and filter sock) incorporated a pea gravel filter pack and cement/bentonite grout seal. A protective well stand-up cover was concreted in place following completion of the installation construction. 2.4 Rotary Open Hole – Gas Extraction Well (Prefixed GEW) Five Gas Extraction Wells were installed using rotary auger methods. Auger diameter was upscaled to 600mm with the standpipe installed measuring 160mm diameter. Again augering was carried out using a SoilMec SR30 hydraulic drilling rig operated by Dempsey Drilling Limited. The five locations were positioned across the landfill to depths ranging from 29.0m to 32.0m depth. The rotary auger records include engineering geological descriptions based on the drilling returns. It is noted on the driller logs that these samples can be heavily disturbed and fragmented, typically with a loss of fines. Therefore it is not possible with complete accuracy to assess the soil stratification or the rock condition / fracture structure. The rotary auger records are presented in Appendix 3. A list of all rotary open hole / gas extraction wells is also presented in Appendix 3. A portable photoionisation detector [PID] was used on site at 5m centres in each of the GEW auger holes to analyse vapour and gas for the presence of organic compounds. PID detection was carried out on bagged soil samples once collected from the auger. These results are presented separately in Appendix 10. 160mm diameter well screens were installed in the open-holes to establish an equilibrium groundwater level in the drillhole and to allow for gas migration. The standpipe (160mm diameter uPVC with proprietary 1mm slots and filter sock) incorporated a pea gravel filter pack and cement/bentonite grout seal. A protective well stand-up cover was concreted in place following completion of the installation construction. IGSL Limited subcontracted Irish Biotech Systems Limited to connect the GEW wells to the existing gas flare system at the landfill. 2.5 Cable Percussive Boring (Prefixed BB, DB, RM & BH) Cable percussive boring was conducted using 200mm diameter casing generally with 150mm diameter used at boreholes DB02, DB02A & DB03. Boring was undertaken at thirty four locations including six re-setups. The boreholes are prefixed BB (Bedrock Borehole), DB (Drift Borehole), RM (River Morell) and BH (Landfill Boreholes). The locations for cable percussive drilling were positioned over the neighbouring lands and on the existing landfill. Boring was performed using a Dando 2000 rig. In certain locations, due to inaccessibility, a tracked excavator was required to gain access to borehole locations. The boreholes extended to depths of between 1.50 and 13.50m bgl. Boring commenced after first scanning (CAT & Jenny) to verify the presence or absence of service ducts. Hand dug pits were also undertaken at each location. Disturbed bulk and tub samples were recovered at 1m intervals or change of strata during boring and these are denoted ‘B’ and ‘D’ on the engineering logs. U4 / U100 undisturbed tube samples were also recovered from cable percussive

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boreholes where ground conditions allowed. Environmental samples were collected at prescribed horizons. Falling head permeability testing was undertaken during boring in the drill casing. The records are presented separately in Appendix 9. Standard Penetration Tests (SPT's) were performed in the boreholes at metre centres at both BB and DB locations. Given the nature of the soils, a solid cone was used. It is noted that the SPT N-Values reported are the number of blows for 300mm increment penetration (e.g. BB01 at 1.50m where N=27). These exclude the seating blow values, which represent the initial 150mm depth of penetration. Where partial penetration was achieved during testing, the number of blows is shown for the actual penetration depth achieved (e.g. BB02 at 2.50m where N=50/95mm). In accordance with Eurocode 7, the SPT hammer has been calibrated and the energy ratio (Er) value is incorporated on the engineering logs. It is highlighted that the SPT N-Values reported on the engineering logs are uncorrected for energy ratio. Descriptions of the soils encountered, in-situ tests undertaken and samples recovered are presented on the borehole records in Appendix 4. Details of groundwater strikes and hard strata boring (i.e. chiselling) are also presented on the aforementioned records. A list of all cable percussive boreholes is also presented in Appendix 4. Standpipes were installed in nineteen of the boreholes to establish equilibrium groundwater levels. Gas taps were fitted to those wells situated within the landfill and, in the case of DB14A, outside of the landfill perimeter. The standpipes (50mm diameter uPVC with proprietary 1mm slots and filter sock) each incorporated pea gravel filter packs and cement/bentonite grout seals. Stand-up well covers were concreted in place with timber post and rail fences erected about each of the headworks. 2.6 Trial Pits Trial pitting was performed using an 8ton tracked excavator. Nine trial pits were located in mounds of made ground located about the landfill. In the case of TP32, a benched trial pit was undertaken where the pit achieved an eventual end depth of 8m. A soakaway test (in accordance with BRE365) ws performed in TP35A (See Appendix 8). The trial pits were logged and sampled by an IGSL geotechnical engineer in accordance with BS 5930 (2015). Bulk disturbed samples (typically 30 to 40 kg) were taken as the pits progressed. The bulk samples were placed in heavy-duty polyethylene bags and sealed before being transported to Naas for laboratory testing. The trial pits were backfilled with the as-dug arisings and reinstated to the satisfaction of IGSL’s site geotechnical engineer. The trial pit logs and photos are presented in Appendix 5 and include descriptions of the soils encountered, groundwater conditions and stability of the pit sidewalls. A list of all trial pits is also presented in Appendix 5. 2.7 Concrete Slab Excavation (Prefixed SC-Z and TP) Machine excavations were completed at eleven locations on existing concrete surfaced areas. The pits were excavated in order to expose the thickness of the concrete ground bearing slab in the central part of the site and to inspect the shear connection between the slabs. Those pits prefixed ‘SC-Z’ were undertaken to examine the possible linkage of one slab to another. A hydraulic breaker was used to progress each of these pits through reinforced concrete. Elsewhere, the pits prefixed ‘TP’ were conducted merely to reveal the thickness of the existing slab. The depth of the trial inspection pits varied from 0.50m to 0.80m bgl. An 8 ton rubber tracked midi excavator was used to excavate the inspection pits. The logs are presented in Appendix 6 with a list of all concrete slab excavations also detailed in Appendix 6.

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2.8 Slit Trenching Slit trenches were excavated at twenty-two locations in all. Trenching was performed using an 8 ton rubber-tracked excavator to a maximum depth of 4.0m bgl. A smaller mini-excavator was used to excavate TP46 due to the presence of overhead cabling. The slit trenches, being excavated on grassed areas, were backfilled with arisings. The boundary between the Made Ground and the natural ground (i.e. the boundary of the landfill) was interpreted and marked out using pegs. These positions were later surveyed using GPS and are noted on the logs in Appendix 7. Where encountered, a detailed record of the depth, diameter and type of each service encountered within the trench is detailed in the logs. The soil profile provided on the slit trench logs describes the majority of the soils across the transverse trench. The location of trench extremities (X and Y) has been surveyed to ING using GPS techniques. A list of all slit trenches undertaken is also presented in Appendix 7. 2.9 Soakaway Tests One infiltration test was performed to assess the suitability of the sub-soils for dispersion of storm water through a soakaway system. The infiltration test was performed in accordance with BRE Digest 365 ‘Soakaway Design’. To obtain a measure of the infiltration rate of the sub-soils, water is poured into the test pit (TP35A), and records taken of the fall in water level against time. Based on the consultants instruction at the time, this procedure was not repeated, ie., only one fill / soak was undertaken. The infiltration rate is the volume of water dispersed per unit of exposed area per unit of time, and is generally expressed as metres / minute or metres / second. As only one fill cycle was performed, the infiltration rate was calculated from this first cycle. The soakaway design log for TP35A is presented in Appendix 8. 2.10 Falling Head Permeability Testing Twenty-three falling head permeability tests were performed over the course of the contract. The falling head tests were conducted both during borehole formation and occasionally at the completion of drillholes. Test hole diameters varied from 0.1013m (T6-101 outer core barrel diameter) to 0.1683m (Symmetrix openhole casing diameter) to 0.20m (cable percussive 8inch diameter casing). The test locations were each identified by the client’s representative. The records for the permeability tests are presented in Appendix 9. 2.11 Photoionisation Detector [PID] Readings During borehole construction, a portable photoionisation detector [PID] was used to detect gas vapours (volatile organic compounds) in the freshly augered arisings. For the most part, gas detection was performed at 5m centres. PID records were taken rig-side from soil samples acquired from eleven auger holes. Of the eleven, five were Gas Extraction Wells constructed using a 600mm diameter rotary auger. The remainder were six of the narrower diameter 450mm diameter rotary auger holes. The parts per million VOC are presented in Appendix 10. The PID detector (MiniRAE 2000) was calibrated by Shawcity Limited, Oxfordshire. 2.12 Gas & Groundwater Monitoring A round of water monitoring was conducted in late January 2017 at each of the installed wells. In February 2017, gas readings were taken and groundwater levels were measured at a number of the wells both within the landfill and about its perimeter in privately-owned lands. Following this assessment each of the borehole wells were developed by IGSL Limited. Following development, in-situ groundwater analysis was undertaken at each of the wells (field measured parameters pH, electrical conductivity, temperature and dissolved oxygen). Gas readings were taken in accordance with CIRIA C665:2007 and were performed using a GA5000 gas monitor. In-situ groundwater analysis was performed using a calibrated Orion 5 Star conductivity / pH / dissolved oxygen meter. The meter was calibrated on 11-11-16 by Lennox Laboratory Supplies. The pH readings from the February monitoring are included in Appendix 11. However, the probe was incorrectly used on this

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occasion and therefore the pH entries are incorrect. Save for the pH records, the results of the two sets of monitoring are presented in Appendix 11. In addition to monitoring undertaken by IGSL Limited, in early February 2017 Irish Biotech Systems Limited carried out their own gas monitoring on the five gas extraction wells on site. This was undertaken after they completed the well connections to the existing on site gas flare system. Monitoring was performed by one of their technicians at each connected well head using a hand held gas analyser (GA5000). Such measurements formed part of Irish Biotech Systems Quality Assessment / Quality Control testing of their gas installations / connections on site. The results, presented in Appendix 11, show the integrity of the well connections and the overall production quality of each individual well. 2.13 Surveying of Exploratory Hole Locations and Landfill Boundary Following the exploratory works, surveying was carried out using GPS techniques. Co-ordinates (X, Y) were measured to Irish National Grid and ground levels (Z) established to Malin Head. The co-ordinates and ground levels are shown on the exploratory hole logs with locations shown on the composite exploratory hole plan contained in Appendix 15. A complete list of all exploratory hole locations is featured in Appendix 15.

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3. LABORATORY TESTING

Geotechnical laboratory testing was carried out on selected trial pit and borehole samples. The testing was performed at IGSL’s INAB accredited laboratory in accordance with the methods set out in BS 1377 (1990). Shear box testing was performed by UKAS accredited GEO Site & Testing Services Limited. The testing, which was scheduled by Jacobs, included particle size grading, Atterberg Limits and shear box testing. The classification results are presented in Appendix 12 with the shear box results presented in Appendix 13. Note that four large shear box tests were scheduled initially by Jacobs with two being downsized to small shear boxes and two others being cancelled due to restrictions on sample size. Chemical testing was performed on soil samples acquired from trial pits, boreholes and concrete slab excavations (inspection pits). All of the environmental testing was scheduled by Jacobs. This was undertaken by Exova Jones Environmental at their UKAS / ILAC Mutual Recognition Arrangement (ILAC MRA) laboratory at Deeside, UK. The chemical results are presented in Appendix 14.

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EPA Export 20-10-2017:03:27:16


16

4. ADDITIONAL NOTES

i. Due to shallow obstructions, cable percussive holes were switched to rotary open-hole

techniques to achieve target depths. The practice of open-hole rotary drilling in the overburden is often used when cable percussive bores are not progressed using simple chiseling methods.

ii. Gas extraction well (GEW) locations, access and associated tie in points were agreed with

Kildare County Council. IGSL Limited subcontracted Irish Biotech Systems Limited to connect the GEW wells to the existing gas flare system at the landfill.

iii. Significant relocation of exploratory holes occurred on site, eg., DB14 which was terminated due to gassing

iv. Significant relocation of exploratory holes occurred such as TP44 (Landowner access issues resulting in access being gained from the landfill side) which was agreed with Kildare County Council

v. Due to excessive wear of rotary open-hole Robit / Symmetrix drill systems, significant relocation of exploratory holes occurred on site, eg., RCBH67. All relocations were agreed first with Kildare County Council

vi. Significant relocation of exploratory holes, such as TP35, where trafficking was not possible beneath overhead wire goal posts. Move agreed with Kildare County Council.

vii. Reinstatement: Prior to the installation of the GEW’s into the existing network, the standpipes were first capped

viii. Reinstatement: The lined cell was not reinstated following the excavation of TP55, TP56 and TP57 as future waste from the demolition works was to be deposited within the cell

ix. Reinstatement: The protective cover at the groundwater monitoring well DB05 was changed from raised to flush following on from a Landowner request

x. Reinstatement: The fence belonging to a neighbouring Landowner at TP47A was reinstated appropriately

xi. Jacobs supervision increased from the 23-11-16 due to an increase in IGSL Limiteds’ on site site investigation personnel. The increased numbers resulted from efforts to meet the designated programme

xii. Kildare County Council requested the rock core to be delivered to site. IGSL Limited delivered the core to site in early April 2017.

xiii. In some instances (eg., DB05) silt entered the standpipe piezometer. IGSL Limited inserted a 19mm standpipe piezometer into the 50mm standpipe to resolve.

.

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EPA Export 20-10-2017:03:27:16


17

REFERENCES

i. BS 5930 (2015) Code of Practice for Site Investigation, British Standards Institution (BSI).

ii. BS 1377 (1990) Methods of Testing of Soils for Civil Engineering Purposes, BSI.

iii. EPA (2010, September 06). Fire at Neiphin Trading site, Kerdiffstown, County Kildare, Waste

License W0047-02. Retrieved from the EPA website http://www.epa.ie/newsandevents/incidents/recent/name,47611,en.html

iv. EPA (2011, January 24). On going fire at Neiphin Trading site, Kerdiffstown, County Kildare, Waste Licence W0047-02. Retrieved from the EPA website http://www.epa.ie/newsandevents/incidents/recent/name,47612,en.html

v. EPA (2011, February 25). Friday 25th Feb: Statement from Co-Ordinating Group re Kerdiffstown Fire. Retrieved from the EPA website http://www.epa.ie/newsandevents/incidents/recent/name,47629,en.html

vi. Eurocode 7, Part 2: Ground Investigation & Testing (EN 1997-2:2007)

vii. Site Investigation Practice: Assessing BS 5930 (1986), Geological Society Special Publication, No. 2.

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EPA Export 20-10-2017:03:27:16


Appendix 1

Rotary Open Hole / Coring (Prefixed RCBB, RCBH, RCDB)

Rotary Open Hole / Coring Locations

BB = Bedrock Boreholes; BH = Landfill Boreholes; DB = Drift Boreholes

RCBB01 RC 291516.119 222207.161 80.865

RCBB02 RC 291361.66 222420.224 87.123

RCBB03 RC 291155.182 221983.537 92.748

RCBB04 RC 291711.901 222076.738 81.579

RCBH60 RC 290922.595 222528.595 96.278

RCBH65 RC 291312.28 222200.137 95.891

RCBH67 RC 291363.875 222304.855 109.537

RCBH68 RC 291358.09 222039.553 94.563

RCBH69 RC 291733.298 222033.498 93.359

RCBH70 RC 291630.755 221950.23 80.881

RCBH72 RC 291485.179 221881.763 85.023

RCDB01 RC 290983.593 222525.098 94.8

RCDB02 RC 291138.662 222495.556 92.979

RCDB03 RC 291278.288 222503.96 87.686

RCDB04 RC 291336.632 222447.804 87.911

RCDB08 RC 291739.917 221870.392 91.906

RCDB10 RC 291489.197 221823.757 90.015

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EPA Export 20-10-2017:03:27:16

0

Robit Drilling - No recovery - Driller reports brown sandygravelly CLAY

Robit Drilling - No recovery - Driller reports light grey sandyGRAVEL with occasional boulders

Robit Drilling - No recovery - Driller reports light brownclayey COBBLES and BOULDERS

73.07

72.37

7.80

8.500

8.00

9.00N = 50/150

mm(8, 12, 16, 24,

10)

20

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist

INCLINATION (deg) -90

CORE DIAMETER (mm) 78

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

GEOTECHNICAL CORE LOG RECORD

Hole cased from 0.00-10.50m. Falling head test carried outfrom 12.5m to 16.3m. Gas tap fitted on standpipe. (SPTHammer Ref. No. IGSL3. Energy Ratio 60.30%)

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth

Depth toWater Comments

04-11-16 20.00 15.00 20.00 50mm SP

WATER STRIKE DETAILS

INSTALLATION DETAILS

TypeTip Depth

4.30 Slow

SHEET

REPORT NUMBER

19600

CLIENT Kildare Co.Co.

ENGINEER Jacobs

GROUND LEVEL (mOD) 80.87

02/11/2016

04/11/2016

Sheet 1 of 3

RCBB01

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,516.12 E222,207.16 N

CONTRACT Kerdiffstown Landfill

04-11-16 20.00 15.00 20.00 50mm SP

4.30 Slow

04-11-16 20.00 15.00 20.00 50mm SP

4.30 Slow

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EPA Export 20-10-2017:03:27:16

66

80

0

8

69

84

90

71

Robit Drilling - No recovery - Driller reports light brownclayey COBBLES and BOULDERS (continued)

Robit Drilling - No recovery - Driller reports probableweathered rock recovered as brown clayey BOULDERS

Strong to medium strong, thickly to thinly bedded,grey/dark grey, fine-grained, LIMESTONE (locallyfossiliferous, some slight honeycomb solution weathering,local chert), fresh to locally moderately weathered with clayinfill (at 13.58-14.35m, 14.58-14.68m, 14.80-15.04m,15.42-15.45m, 16.12-16.18m, 17.73-17.77m &20.11-20.50m).

Discontinuities are widely to closely spaced, smooth,planar. Apertures are tight to moderately open, locallyclay-smeared, moderately penetrative iron-oxide stained,locally calcite-veined (1-15mm). Dips are subhorizontal &60°.

68.87

68.37

12.00

12.50

86

89

100

35

85

99

94

84

12.50

12.85

13.30

13.50

14.80

16.30

17.70

19.15

N = 50/75 mm(18, 7, 39, 11)

N = 50/0 mm(25, 50)

100

100

100

46

100

100

100

100

04-11-16 20.00 15.00 20.00 50mm SP

4.30 Slow

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


04-11-16 20.00 15.00 20.00 50mm SP



TypeTip Depth

4.30 Slow

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


02/11/2016

04/11/2016

Sheet 2 of 3

RCBB01

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,516.12 E222,207.16 N


04-11-16 20.00 15.00 20.00 50mm SP

4.30 Slow

559.999999999999

520

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EPA Export 20-10-2017:03:27:16

End of Borehole at 20.50 m60.3720.5020.50

10.50 Water level recorded 10mins after end ofdrilling

20.50 2.3004-11-16

04-11-16 20.00 15.00 20.00 50mm SP

4.30 Slow

04-11-16 20.00 15.00 20.00 50mm SP

4.30 Slow

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


04-11-16 20.00 15.00 20.00 50mm SP



TypeTip Depth

4.30 Slow

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


02/11/2016

04/11/2016

Sheet 3 of 3

RCBB01

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,516.12 E222,207.16 N


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EPA Export 20-10-2017:03:27:16

Robit Drilling - No recovery - Driller reports brown sandycobbly GRAVEL with boulders

Robit Drilling - No recovery - Driller reports grey gravellyCLAY

Robit Drilling - No recovery - Driller reports sandy gravellyCLAY with occasional cobbles

82.62

81.12

4.50

6.00

N = 50/10 mm(15, 10, 50)

N = 50/75 mm(12, 13, 40,

10)

N = 50/65 mm(20, 5, 50)

N = 50/15 mm(25, 50)

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-18.0m. Falling head test carried out from18.0m to 27.3m. Gas tap fitted on standpipe. (SPT HammerRef. No. IGSL3. Energy Ratio 60.30%)

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


09-11-16 27.30 25.00 27.30 50mm SP



TypeTip Depth

12.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


07/11/2016

09/11/2016

Sheet 1 of 3

RCBB02

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,361.66 E222,420.22 N


09-11-16 27.30 25.00 27.30 50mm SP

12.00 Rapid

09-11-16 27.30 25.00 27.30 50mm SP

12.00 Rapid

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EPA Export 20-10-2017:03:27:16

Robit Drilling - No recovery - Driller reports sandy gravellyCLAY with occasional cobbles (continued)

Robit Drilling - No recovery - Driller reports silty sandyGRAVEL

Robit Drilling - No recovery - Driller reports sandyGRAVEL

Robit Drilling - No recovery - Driller reports fine sandyGRAVEL

Robit Drilling - No recovery - Driller reports clayeyGRAVEL


74.62

73.62

72.12

70.32

69.12

12.50

13.50

15.00

16.80

18.00

N = 50/40 mm(25, 50)

N = 50/35 mm(20, 5, 50)

N = 50/90 mm(5, 9, 19, 31)

N = 50/5 mm(23, 2, 50)

15.0015.00

End of ShiftStart of Shift

15.0015.00

6.255.00

07-11-1608-11-1609-11-16 27.30 25.00 27.30 50mm SP

12.00 Rapid

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


09-11-16 27.30 25.00 27.30 50mm SP



TypeTip Depth

12.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


07/11/2016

09/11/2016

Sheet 2 of 3

RCBB02

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,361.66 E222,420.22 N


09-11-16 27.30 25.00 27.30 50mm SP

12.00 Rapid

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EPA Export 20-10-2017:03:27:16

15

0

Robit Drilling - No recovery - Driller reports sandy gravellyCLAY with occasional cobbles (continued)

Probable weathered rock - recovered as clayey angulargravel and cobbles. Gravel is angular, coarse of limestonewith penetrative iron-oxide staining. Cobbles are angularof limestone with penetrative iron-oxide staining.

Returns of stiff, dark brown, slightly sandy gravelly CLAY.Sand is fine to coarse. Gravel is subangular tosubrounded, fine to coarse of limestone.

End of Borehole at 27.30 m

62.12

61.32

59.82

25.00

25.80

27.30

60

0

25.00

25.80

27.30

62

27

18.00 End of Drillhole27.30 10.2008-11-16

09-11-16 27.30 25.00 27.30 50mm SP

12.00 Rapid

09-11-16 27.30 25.00 27.30 50mm SP

12.00 Rapid

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


09-11-16 27.30 25.00 27.30 50mm SP



TypeTip Depth

12.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


07/11/2016

09/11/2016

Sheet 3 of 3

RCBB02

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,361.66 E222,420.22 N


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EPA Export 20-10-2017:03:27:16

Robit Drilling - No recovery - Driller reports brown sandyGRAVEL with cobbles

Robit Drilling - No recovery - Driller reports brown sandygravelly CLAY

Robit Drilling - No recovery - Driller reports brown SAND

Robit Drilling - No recovery - Driller reports brown SILT

Robit Drilling - No recovery - Driller reports brown sandyGRAVEL

90.75

89.15

87.25

83.25

2.00

3.60

5.50

9.50

N = 50/15 mm(25, 50)

N = 50(10, 8, 11, 15,

13, 11)

N = 47(8, 8, 11, 11,

13, 12)

N = 46(8, 7, 10, 11,

13, 12)

N = 48(8, 9, 9, 12,

13, 14)

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-18.65m. Driller notes odour from drillholefrom 13.50m. Falling head test carried out from 18.0m to29.3m. (SPT Hammer Ref. No. IGSL3. Energy Ratio 60.30%)

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


17-11-16 29.00 19.00 29.00 50mm SP



TypeTip Depth

11.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


15/11/2016

18/11/2016

Sheet 1 of 3

RCBB03

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,155.18 E221,983.54 N


17-11-16 29.00 19.00 29.00 50mm SP

11.00 Rapid

17-11-16 29.00 19.00 29.00 50mm SP

11.00 Rapid

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EPA Export 20-10-2017:03:27:16

0

0

0

Robit Drilling - No recovery - Driller reports brown sandyGRAVEL (continued)

Robit Drilling - No recovery - Driller reports cobbles,boulders with CLAY

Probable boulder clay - recovered as cobbles andboulders of limestone with stiff, orangey brown slightlysandy CLAY

Robit Drilling - No recovery - Driller reports sandy gravellyCLAY with cobbles

Probable weathered rock - recovered as clayey angularGRAVEL, COBBLES and BOULDERS. Gravel is angular,coarse of limestone with penetrative iron-oxide staining.Cobbles are angular of limestone with penetrativeiron-oxide staining.

81.35

80.75

79.95

74.10

72.80

11.40

12.00

12.80

18.65

19.95

0

0

8

12.00

12.80

18.65

N = 50/45 mm(24, 1, 50)

N = 50/0 mm(25, 50)

N = 50/10 mm(25, 50)

N = 50/55 mm(25, 50)

N = 50/0 mm(25, 50)

N = 50/10 mm(25, 50)

75

0

107

12.0012.00


12.0012.00

9.857.60

15-11-1616-11-1617-11-16 29.00 19.00 29.00 50mm SP

11.00 Rapid

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


17-11-16 29.00 19.00 29.00 50mm SP



TypeTip Depth

11.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


15/11/2016

18/11/2016

Sheet 2 of 3

RCBB03

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,155.18 E221,983.54 N


17-11-16 29.00 19.00 29.00 50mm SP

11.00 Rapid

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:16

60

59

36

12

31

78

66

46

Strong to medium strong, thickly to thinly bedded,grey/dark grey, fine-grained, LIMESTONE (locallyfossiliferous, predominantely sandy limestone), fresh tolocally moderately weathered with clay/gravel infill (at20.57-21.04m, 21.69-22.12m, 22.85-22.99m,23.58-25.11m, 25.26-25.40m, 25.65-26.11m,26.40-26.46m, 27.41-27.47m, 27.75-27.81m,28.65-28.74m & 28.92-29.11m).

Discontinuities are widely to closely spaced, smooth,planar. Apertures are tight to moderately open, locallyclay-smeared, moderately penetrative iron-oxide stained,locally calcite-veined (1-15mm). Dips are subhorizontal &subvertical. (continued)

End of Borehole at 29.30 m63.4529.30

97

59

38

12

61

94

82

68

20.10

20.85

22.00

23.90

25.40

26.40

27.70

28.20

29.30

100

100

82

27

90

100

100

100

18.0018.0018.00

End of ShiftStart of ShiftEnd of Drillhole

23.9023.9029.30

10.2010.205.60

16-11-1617-11-1617-11-1617-11-16 29.00 19.00 29.00 50mm SP

11.00 Rapid

17-11-16 29.00 19.00 29.00 50mm SP

11.00 Rapid

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


17-11-16 29.00 19.00 29.00 50mm SP



TypeTip Depth

11.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


15/11/2016

18/11/2016

Sheet 3 of 3

RCBB03

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,155.18 E221,983.54 N


660

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:16

76

55

Hole opened by Shell & Auger (See log BB04 - Appendix4)

Robit Drilling - No recovery - Driller reports sandy gravellyCLAY. Gravel is medium to coarse.

Robit Drilling - No recovery - Driller reports rock

Medium strong, thickly to thinly bedded, grey to brownishgrey, fine-grained, LIMESTONE (possible dolomitised,slight honeycomb solution weathering throughout), fresh tolocally slightly weathered.

Discontinuities are medium to closely spaced, smooth torough, planar to undulose. Apertures are tight tomoderately open, locally clay-smeared, moderatelypenetrative iron-oxide stained. Dips are subhorizontal.

76.58

74.88

74.48

5.00

6.70

7.10

99

99

7.10

8.25

9.75

N = 50/10 mm(25, 50)

100

100

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-7.10m. Falling head test carried out atfrom 7.0m to 17.5m. Gas tap fitted on standpipe. (SPTHammer Ref. No. IGSL3. Energy Ratio 60.30%)

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


11-11-16 17.00 8.00 17.00 50mm SP



TypeTip Depth

4.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


10/11/2016

11/11/2016

Sheet 1 of 2

RCBB04

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,711.90 E222,076.74 N


11-11-16 17.00 8.00 17.00 50mm SP

4.00 Rapid

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:16

37

55

73

87

51

95

100

Strong, thickly to thinly bedded, grey/dark grey,fine-grained, LIMESTONE (locally fossiliferous, someslight honeycomb solution weathering, local chert), fresh tolocally slightly weathered (shale layer at 15.47-15.50m).

Discontinuities are widely to closely spaced, smooth,planar. Apertures are tight to moderately open, locallyclay-smeared, moderately penetrative iron-oxide stained,locally calcite-veined (1-15mm). Dips are subhorizontal &60°.


69.78

64.08

11.80

17.50

81

85

95

98

96

100

100

11.25

11.45

12.75

14.20

15.00

16.05

17.50

100

100

100

100

100

100

100

7.107.10


17.5017.50

4.001.80

10-11-1611-11-1611-11-16 17.00 8.00 17.00 50mm SP

4.00 Rapid

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-7.10m. Falling head test carried out atfrom 7.0m to 17.5m. Gas tap fitted on standpipe. (SPTHammer Ref. No. IGSL3. Energy Ratio 60.30%)

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


11-11-16 17.00 8.00 17.00 50mm SP



TypeTip Depth

4.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


10/11/2016

11/11/2016

Sheet 2 of 2

RCBB04

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,711.90 E222,076.74 N


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:16

Hand-dug Inspection Pit - No recovery - observed by drilleras made ground consisting of sandy silty gravel FILL

Symmetrix Drilling - No recovery - Driller reports sandygravelly CLAY with occasional cobbles

Symmetrix Drilling - No recovery - Driller reports clayeysilty COBBLES and BOULDERS

Symmetrix Drilling - No recovery - Driller reports clayeysilty GRAVEL

Symmetrix Drilling - No recovery - Driller reports clayeyGRAVEL

Symmetrix Drilling - No recovery - Driller reports COBBLE

Symmetrix Drilling - No recovery - Driller reports SAND

95.08

94.28

91.28

89.28

88.4888.28

1.20

2.00

5.00

7.00

7.808.00

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-19.0m. Falling head test carried out from15.0m to 19.0m.

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


05-12-16 15.00 5.00 15.00 50mm SP



TypeTip Depth

No water strike recorded

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


01/12/2016

05/12/2016

Sheet 1 of 2

RCBH60

DATE DRILLED

DATE LOGGED

CO-ORDINATES 290,922.60 E222,528.60 N


05-12-16 15.00 5.00 15.00 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:16

Symmetrix Drilling - No recovery - Driller reports SAND(continued)

Symmetrix Drilling - No recovery - Driller reports sandyGRAVEL

Symmetrix Drilling - No recovery - Driller reports GRAVEL


Symmetrix Drilling - No recovery - Driller reports rock


83.78

82.28

81.28

79.48

77.28

12.50

14.00

15.00

16.80

19.00

05-12-16 15.00 5.00 15.00 50mm SP

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-19.0m. Falling head test carried out from15.0m to 19.0m.

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


05-12-16 15.00 5.00 15.00 50mm SP



TypeTip Depth


SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


01/12/2016

05/12/2016

Sheet 2 of 2

RCBH60

DATE DRILLED

DATE LOGGED

CO-ORDINATES 290,922.60 E222,528.60 N


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:16

Hand-dug Inspection Pit - No recovery - observed by drilleras MADE GROUND consisting of sandy gravel

Hand-dug Inspection Pit - No recovery - observed by drilleras MADE GROUND consisting of construction &demolition waste consisting of black plastic and paper

Robit Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of black plastic and wood

Robit Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of steel and wood


Robit Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of black sand and gravel

Robit Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of black sandy gravelly clay

94.8994.69

94.3994.19

88.89

88.39

1.001.20

1.501.70

7.00

7.50

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-18.0m.

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


24-11-16 14.00 1.00 14.00 50mm SP



TypeTip Depth

16.50 Seepage

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


23/11/2016

28/11/2016

Sheet 1 of 2

RCBH65

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,312.28 E222,200.14 N


24-11-16 14.00 1.00 14.00 50mm SP

16.50 Seepage

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:16

Robit Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of black plastic, wood and paper

Robit Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of light brown sandy gravelly clay

Robit Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of black plastic, wood and gravel



85.69

83.29

82.39

80.89

77.89

10.20

12.60

13.50

15.00

18.00


18.00 Dry28-11-16

24-11-16 14.00 1.00 14.00 50mm SP

16.50 Seepage

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


24-11-16 14.00 1.00 14.00 50mm SP



TypeTip Depth

16.50 Seepage

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


23/11/2016

28/11/2016

Sheet 2 of 2

RCBH65

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,312.28 E222,200.14 N


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:16

Hand-dug Inspection Pit - No recovery - observed by drilleras MADE GORUND consisting of clay

Hand-dug Inspection Pit - No recovery - observed by drilleras MADE GROUND consisting of construction &demolition waste consisting of plastic and wood


Robit Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of black plastic, wood, tar and paper. Drillerreports strong odour.

109.34

108.34

100.54

0.20

1.20

9.00

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


30-11-16 18.00 1.00 15.00 50mm SP



TypeTip Depth


SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


28/11/2016

30/11/2016

Sheet 1 of 2

RCBH67

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,363.88 E222,304.86 N


30-11-16 18.00 1.00 15.00 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:16

Robit Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of black plastic, wood, tar and paper. Drillerreports strong odour. (continued)

Robit Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of plastic and wood. Driller reports strong odour.

Robit Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of plastic, wood and metal


97.54

94.04

91.54

12.00

15.50

18.00

30-11-16 18.00 1.00 15.00 50mm SP

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


30-11-16 18.00 1.00 15.00 50mm SP



TypeTip Depth


SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


28/11/2016

30/11/2016

Sheet 2 of 2

RCBH67

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,363.88 E222,304.86 N


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Hand-dug Inspection Pit - No recovery - observed by drilleras made ground consisting of GRAVEL / stone FILL

Hand-dug Inspection Pit - No recovery - observed by drilleras fine SAND

Robit Drilling - No recovery - Driller reports fine SAND

94.36

93.36

0.20

1.20

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hand dug inspection pit carried out. Falling head test carriedout from 25.30m to 33.0m. Hole cased from 0.00-25.30m.Gas tap fitted on standpipe.

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


23-11-16 32.50 27.00 33.00 50mm SP



TypeTip Depth

19.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


21/11/2016

23/11/2016

Sheet 1 of 4

RCBH68

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,358.09 E222,039.55 N


23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Robit Drilling - No recovery - Driller reports fine SAND(continued)

Robit Drilling - No recovery - Driller reports grey SAND

Robit Drilling - No recovery - Driller reports grey sandyGRAVEL

84.06

77.86

10.50

16.70

23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


23-11-16 32.50 27.00 33.00 50mm SP



TypeTip Depth

19.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


21/11/2016

23/11/2016

Sheet 2 of 4

RCBH68

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,358.09 E222,039.55 N


23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

60

66

Robit Drilling - No recovery - Driller reports grey sandyGRAVEL (continued)

Robit Drilling - No recovery - Driller reports GRAVEL

Robit Drilling - No recovery - Driller reports grey clayeyGRAVEL


Robit Drilling - No recovery - Driller reports rock with clayinfill

Strong, thickly to thinly bedded, grey/dark grey,fine-grained, LIMESTONE (locally fossiliferous,predominantely sandy limestone), fresh to locally slightlyweathered with clay infill (at 28.11-28.23m, 28.42-28.54m,30.10-30.21m, 30.92-31.00m, 31.28-31.40m,31.55-31.70m & 32.87-32.94m).

Discontinuities are widely to closely spaced, smooth,planar. Apertures are tight to moderately open, locallyclay-smeared, moderately penetrative iron-oxide stained,locally calcite-veined (1-15mm). Dips are subhorizontal &locally 80°.

73.56

72.56

69.86

67.76

67.16

21.00

22.00

24.70

26.80

27.40

88

87

27.40

28.80

29.90

100

100

23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


23-11-16 32.50 27.00 33.00 50mm SP



TypeTip Depth

19.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


21/11/2016

23/11/2016

Sheet 3 of 4

RCBH68

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,358.09 E222,039.55 N


23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

40

31

38

62

Strong, thickly to thinly bedded, grey/dark grey,fine-grained, LIMESTONE (locally fossiliferous,predominantely sandy limestone), fresh to locally slightlyweathered with clay infill (at 28.11-28.23m, 28.42-28.54m,30.10-30.21m, 30.92-31.00m, 31.28-31.40m,31.55-31.70m & 32.87-32.94m).

Discontinuities are widely to closely spaced, smooth,planar. Apertures are tight to moderately open, locallyclay-smeared, moderately penetrative iron-oxide stained,locally calcite-veined (1-15mm). Dips are subhorizontal &locally 80°. (continued)


82

76

64

82

30.45

30.90

31.70

33.00

100

100

100

100


33.00 16.0022-11-16

23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

23-11-16 32.50 27.00 33.00 50mm SP

19.00 Rapid

30

31

32

33

34

35

36

37

38

39

30

31

32

33

34

35

36

37

38

39

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist



No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


23-11-16 32.50 27.00 33.00 50mm SP



TypeTip Depth

19.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


21/11/2016

23/11/2016

Sheet 4 of 4

RCBH68

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,358.09 E222,039.55 N


520.000000000003

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Symmetrix Drilling - No recovery - Driller reports MADEGROUND consisting of clay and cobbles

Symmetrix Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of plastic, wood, paper and clay

Symmetrix Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of wood

Symmetrix Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of plastic, wood, paper and clay

Symmetrix Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition waste

90.36

86.36

85.96

83.86

83.56

3.00

7.00

7.40

9.50

9.80

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-16.0m. Gas tap fitted on standpipe.

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


09-12-1609-12-16

11.0015.00

1.0014.70

11.0015.00

50mm SP19mm SP



TypeTip Depth

2.80 Seepage

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


08/12/2016

09/12/2016

Sheet 1 of 2

RCBH69

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,733.30 E222,033.50 N


09-12-1609-12-16

11.0015.00

1.0014.70

11.0015.00

50mm SP19mm SP

2.80 Seepage

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

consisting of wood.Symmetrix Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of black clay with plastic and paper (continued)

Symmetrix Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of concrete

Symmetrix Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of plastic and paper waste

Symmetrix Drilling - No recovery - Driller reports SANDand coarse GRAVEL


81.86

80.96

80.56

77.36

11.50

12.40

12.80

16.00

09-12-1609-12-16

11.0015.00

1.0014.70

11.0015.00

50mm SP19mm SP

2.80 Seepage

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-16.0m. Gas tap fitted on standpipe.

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


09-12-1609-12-16

11.0015.00

1.0014.70

11.0015.00

50mm SP19mm SP



TypeTip Depth

2.80 Seepage

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


08/12/2016

09/12/2016

Sheet 2 of 2

RCBH69

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,733.30 E222,033.50 N


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Hand-dug Inspection Pit - No recovery - observed by drilleras MADE GROUND consisting of construction &demolition waste consisting of concrete

Symmetrix Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of concrete

Symmetrix Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of sandy gravel FILL



Symmetrix Drilling - No recovery - Driller reports lightbrown clayey GRAVEL


80.18

79.68

79.0878.88

73.38

71.88

0.70

1.20

1.802.00

7.50

9.00


9.00 2.1007-12-16

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-9.0m

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


07-12-16 7.50 3.00 7.50 50mm SP



TypeTip Depth

1.80 Moderate

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


06/12/2016

07/12/2016

Sheet 1 of 1

RCBH70

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,630.76 E221,950.23 N


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Hand-dug Inspection Pit - No recovery - observed by drilleras MADE GROUND consisting of construction &demolition waste consisting of concrete, boulders andgravel

Symmetrix Drilling - No recovery - Driller reports MADEGROUND consisting of construction & demolition wasteconsisting of boulders

Symmetrix Drilling - No recovery - Driller reports SANDand GRAVEL

Symmetrix Drilling - No recovery - Driller reports sandy fineto medium GRAVEL

84.02

78.52

76.52

1.00

6.50

8.50

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


06-12-16 10.50 7.00 10.50 50mm SP



TypeTip Depth

8.50 Moderate

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


06/12/2016

06/12/2016

Sheet 1 of 2

RCBH72

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,485.18 E221,881.76 N


06-12-16 10.50 7.00 10.50 50mm SP

8.50 Moderate

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Symmetrix Drilling - No recovery - Driller reports sandy fineto medium GRAVEL (continued)



74.52

72.02

10.50

13.00


13.00 Dry06-12-16

06-12-16 10.50 7.00 10.50 50mm SP

8.50 Moderate

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


06-12-16 10.50 7.00 10.50 50mm SP



TypeTip Depth

8.50 Moderate

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


06/12/2016

06/12/2016

Sheet 2 of 2

RCBH72

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,485.18 E221,881.76 N


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Hole opened by Shell & Auger (See log DB01 - Appendix4)

Robit Drilling - No recovery - Driller reports sandy gravellyCLAY with cobbles

Robit Drilling - No recovery - Driller reports gravelly CLAY


Robit Drilling - No recovery - Driller reports fine SAND

88.80

88.50

87.30

86.80

6.00

6.30

7.50

8.00

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-15.0m. Upon completion of drillhole, drillcasing jammed in hole. Driller ran down-the-hole hammerback in to release the entrie string of casing. Gas tap fitted onstandpipe.

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


01-11-16 18.60 6.00 18.60 50mm SP



TypeTip Depth


SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


27/10/2016

01/11/2016

Sheet 1 of 3

RCDB01

DATE DRILLED

DATE LOGGED

CO-ORDINATES 290,983.59 E222,525.10 N


01-11-16 18.60 6.00 18.60 50mm SP01-11-16 18.60 6.00 18.60 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Robit Drilling - No recovery - Driller reports fine SAND(continued)


Robit Drilling - No recovery - Driller reports angularGRAVEL


Robit Drilling - No recovery - Driller reports clayeyGRAVEL

Robit Drilling - No recovery - Driller reports GRAVEL

Robit Drilling - No recovery - Driller reports light brownclayey GRAVEL

Robit Drilling - No recovery - Driller reports rock

83.50

83.00

82.60

81.80

81.10

79.80

76.20

11.30

11.80

12.20

13.00

13.70

15.00

18.60

01-11-16 18.60 6.00 18.60 50mm SP

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


01-11-16 18.60 6.00 18.60 50mm SP



TypeTip Depth


SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


27/10/2016

01/11/2016

Sheet 2 of 3

RCDB01

DATE DRILLED

DATE LOGGED

CO-ORDINATES 290,983.59 E222,525.10 N


01-11-16 18.60 6.00 18.60 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Robit Drilling - No recovery - Driller reports rock(continued)


01-11-16 18.60 6.00 18.60 50mm SP01-11-16 18.60 6.00 18.60 50mm SP

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


01-11-16 18.60 6.00 18.60 50mm SP



TypeTip Depth


SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


27/10/2016

01/11/2016

Sheet 3 of 3

RCDB01

DATE DRILLED

DATE LOGGED

CO-ORDINATES 290,983.59 E222,525.10 N


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Hand-dug Inspection Pit - No recovery - observed by drilleras SAND and BOULDERS

Symmetrix Drilling - No recovery - Driller reports fineSAND

91.781.20

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-16.50m. (SPT Hammer Ref. No. IGSL3.Energy Ratio 60.30%)

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


14-12-1614-12-16

14.0021.20

8.0020.90

14.0021.20

50mm SP19mm SP

19.50



TypeTip Depth

13.6023.60

SeepageSlow

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


12/12/2016

14/12/2016

Sheet 1 of 3

RCDB02

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,138.66 E222,495.56 N


14-12-1614-12-16

14.0021.20

8.0020.90

14.0021.20

50mm SP19mm SP

19.5013.6023.60

SeepageSlow

14-12-1614-12-16

14.0021.20

8.0020.90

14.0021.20

50mm SP19mm SP

19.5013.6023.60

SeepageSlow

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Symmetrix Drilling - No recovery - Driller reports fineSAND (continued)

Symmetrix Drilling - No recovery - Driller reports gravellySAND

Symmetrix Drilling - No recovery - Driller reports clayeyGRAVEL

80.98

78.18

12.00

14.80

N = 50/240mm

(6, 6, 12, 14,14, 10)

N = 50/45 mm(17, 8, 50)

N = 50/60 mm(16, 9, 50)

N = 50/45 mm(21, 4, 50)

N = 50/0 mm(25, 50)

16.5016.5014.00

End of ShiftStart of ShiftWater level recorded after boreholecollapse to 14.0m bgl

16.5016.5014.00

DryDry

12.50

12-12-1613-12-1614-12-1614-12-16

14-12-1614.0021.20

8.0020.90

14.0021.20

50mm SP19mm SP

19.5013.6023.60

SeepageSlow

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


14-12-1614-12-16

14.0021.20

8.0020.90

14.0021.20

50mm SP19mm SP

19.50



TypeTip Depth

13.6023.60

SeepageSlow

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


12/12/2016

14/12/2016

Sheet 2 of 3

RCDB02

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,138.66 E222,495.56 N


14-12-1614-12-16

14.0021.20

8.0020.90

14.0021.20

50mm SP19mm SP

19.5013.6023.60

SeepageSlow

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Symmetrix Drilling - No recovery - Driller reports clayeyGRAVEL (continued)

Symmetrix Drilling - No recovery - Driller reportsBOULDER

Symmetrix Drilling - No recovery - Driller reports rock


70.28

68.98

65.98

22.70

24.00

27.00

N = 50/60 mm(14, 11, 50)

19.50 End of Shift27.00 15.2013-12-16

14-12-1614-12-16

14.0021.20

8.0020.90

14.0021.20

50mm SP19mm SP

19.5013.6023.60

SeepageSlow

14-12-1614-12-16

14.0021.20

8.0020.90

14.0021.20

50mm SP19mm SP

19.5013.6023.60

SeepageSlow

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


14-12-1614-12-16

14.0021.20

8.0020.90

14.0021.20

50mm SP19mm SP

19.50



TypeTip Depth

13.6023.60

SeepageSlow

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


12/12/2016

14/12/2016

Sheet 3 of 3

RCDB02

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,138.66 E222,495.56 N


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Hand-dug Inspection Pit - No recovery - observed by drilleras SAND


Symmetrix Drilling - No recovery - Driller reports slightlysandy GRAVEL

86.49

79.19

1.20

8.50

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-15.0m. Falling head test carried out from13.50m to 15.0m. (SPT Hammer Ref. No. IGSL3. EnergyRatio 60.30%)

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


15-12-16 14.00 11.00 14.00 50mm SP



TypeTip Depth

11.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


14/12/2016

15/12/2016

Sheet 1 of 2

RCDB03

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,278.29 E222,503.96 N


15-12-16 14.00 11.00 14.00 50mm SP

11.00 Rapid

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Symmetrix Drilling - No recovery - Driller reports slightlysandy GRAVEL (continued)


Symmetrix Drilling - No recovery - Driller reports fineSAND

Symmetrix Drilling - No recovery - Driller reports GRAVELDriller notes large volumes of water


77.19

74.69

74.19

72.69

10.50

13.00

13.50

15.00

N = 37(6, 6, 7, 6, 8,

16)

N = 48(6, 7, 5, 7, 20,

16)

N = 33(7, 7, 8, 8, 7,

10)

N = 50/150mm

(19, 6, 22, 26,2)


15.00 10.6014-12-16

15-12-16 14.00 11.00 14.00 50mm SP

11.00 Rapid

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Hole cased from 0.0-15.0m. Falling head test carried out from13.50m to 15.0m. (SPT Hammer Ref. No. IGSL3. EnergyRatio 60.30%)

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


15-12-16 14.00 11.00 14.00 50mm SP



TypeTip Depth

11.00 Rapid

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


14/12/2016

15/12/2016

Sheet 2 of 2

RCDB03

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,278.29 E222,503.96 N


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17


Symmetrix Drilling - No recovery - Driller reports gravellySAND with boulders. Gravel is coarse.



82.21

80.91

77.91

5.70

7.00

10.00

N = 50/75 mm(16, 9, 39, 11)

N = 50/40 mm(25, 50)

N = 50/10 mm(20, 5, 50)

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


16-12-16 9.00 6.00 9.00 50mm SP



TypeTip Depth


SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


16/12/2016

16/12/2016

Sheet 1 of 1

RCDB04

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,336.63 E222,447.80 N


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Hand-dug Inspection Pit - No recovery - observed by drilleras SAND and GRAVEL

Symmetrix Drilling - No recovery - Driller reports gravellySAND


Symmetrix Drilling - No recovery - Driller reports GRAVEL


Symmetrix Drilling - No recovery - Driller reports slightlysandy GRAVEL

90.71

89.11

88.41

88.11

84.61

1.20

2.80

3.50

3.80

7.30

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Symmetrix drilling system used to 18.0m. Bit jammed in shoeat 18.0m. Pull casing and redrill using Robit hammer. Holecased from 0.0-20.0m. (SPT Hammer Ref. No. IGSL3.Energy Ratio 60.30%)

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


20-12-16 19.00 12.00 19.00 50mm SP



TypeTip Depth

13.5016.00

SlowSlow

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


19/12/2016

20/12/2016

Sheet 1 of 2

RCDB08

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,739.92 E221,870.39 N


20-12-16 19.00 12.00 19.00 50mm SP

13.5016.00

SlowSlow

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17

Symmetrix Drilling - No recovery - Driller reports slightlysandy GRAVEL (continued)

Robit overburden drill system used from 18.0m



73.61

71.91

18.30

20.00

N = 40(6, 6, 7, 9, 11,

13)

N = 43(7, 8, 9, 9, 12,

13)

N = 28/22 mm(13, 28)

N = 50/10 mm(25, 50)

12.0020.00

Start of Shift (Redrill)Water level recorded 10mins after end ofdrilling

12.0020.00

Dry13.00

20-12-1620-12-1620-12-16 19.00 12.00 19.00 50mm SP

13.5016.00

SlowSlow

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%


Symmetrix drilling system used to 18.0m. Bit jammed in shoeat 18.0m. Pull casing and redrill using Robit hammer. Holecased from 0.0-20.0m. (SPT Hammer Ref. No. IGSL3.Energy Ratio 60.30%)

IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


20-12-16 19.00 12.00 19.00 50mm SP



TypeTip Depth

13.5016.00

SlowSlow

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


19/12/2016

20/12/2016

Sheet 2 of 2

RCDB08

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,739.92 E221,870.39 N


For

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ectio

n pur

pose

s only

.

Conse

nt of

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r req

uired

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her u

se.

EPA Export 20-10-2017:03:27:17


Symmetrix Drilling - No recovery - Driller reports siltycoarse GRAVEL



87.02

85.52

80.02

3.00

4.50

10.00

N = 50/55 mm(25, 50)

N = 50/115mm

(15, 9, 38, 12)

N = 50/70 mm(4, 21, 50)

N = 50/65 mm(8, 17, 50)

7.507.507.50

End of ShiftStart of ShiftEnd of Drillhole

7.507.50

10.00

Dry6.20Dry

07-12-1608-12-1608-12-16

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLED BY IGSL

LOGGED BY D.O'Shea

DRILLHOLE NO

R.Q

.D.%

250L

eg

en

d

Description

0 500

REMARKS

Do

wn

ho

le D

ep

th (

m)

RIG TYPE Knebel

FLUSH Air/Mist


CORE DIAMETER (mm)

No

n-i

nta

ct Z

on

e

Ele

va

tio

n

De

pth

(m

)

FractureSpacing

Log(mm)

S.C

.R.%

Co

re R

un

De

pth

(m

)

Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%



IGS

L R

C F

I 10M

19600.G

PJ

IGS

L.G

DT

10/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


08-12-16 4.50 1.00 4.50 50mm SP



TypeTip Depth


SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


08/12/2016

08/12/2016

Sheet 1 of 1

RCDB10

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,489.20 E221,823.76 N


For

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ectio

n pur

pose

s only

.

Conse

nt of

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EPA Export 20-10-2017:03:27:17

19600 – Kerdiffstown Landfill – Core Photography

IGSL Ltd.

RCBB1 Box 1 of 3

RCBB1 Box 2 of 3

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

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r req

uired

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se.

EPA Export 20-10-2017:03:27:17


IGSL Ltd.

RCBB1 Box 3 of 3

RCBB2 Box 1 of 1

For

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ectio

n pur

pose

s only

.

Conse

nt of

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r req

uired

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ny ot

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se.

EPA Export 20-10-2017:03:27:17


IGSL Ltd.

RCBB3 Box 1 of 4

RCBB3 Box 2 of 4

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

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right

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r req

uired

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se.

EPA Export 20-10-2017:03:27:17


IGSL Ltd.

RCBB3 Box 3 of 4

RCBB3 Box 4 of 4

For

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ectio

n pur

pose

s only

.

Conse

nt of

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right

owne

r req

uired

for a

ny ot

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se.

EPA Export 20-10-2017:03:27:17


IGSL Ltd.

RCBB4 Box 1 of 4

RCBB4 Box 2 of 4

For

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ectio

n pur

pose

s only

.

Conse

nt of

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r req

uired

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se.

EPA Export 20-10-2017:03:27:17


IGSL Ltd.

RCBB4 Box 3 of 4

RCBB4 Box 4 of 4

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

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right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:17


IGSL Ltd.

RCBH68 Box 1 of 3

RCBH68 Box 2 of 3

For

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ectio

n pur

pose

s only

.

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nt of

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r req

uired

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EPA Export 20-10-2017:03:27:17


IGSL Ltd.

RCBH68 Box 3 of 3

For

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ectio

n pur

pose

s only

.

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EPA Export 20-10-2017:03:27:17


Appendix 2

Rotary Open Hole / Auger Drill (Suffixed RA)

Rotary Open Hole / Auger Drillhole Locations

BH61 (RA) RA 291048.566 222416.981 102.431

BH62 (RA) RA 291187.195 222402.747 107.176

BH62A (RA) RA 291178.046 222413.635 106.748

BH63 (RA) RA 291251.856 222367.254 111.807

BH64 (RA) RA 291095.404 222303.119 100

BH66 (RA) RA 291389.505 222208.418 97.156

BH73 (RA) RA 291707.856 221811.721 92.323

BH74 (RA) RA 291254.194 221997.838 95.002

BH75 (RA) RA 291226.54 222107.943 95.85

BH76 (RA) RA 291367.931 222103.669 94.721

BH76A (RA) RA 291366.731 222103.004 94.743

BH77 (RA) RA 291350.788 222166.124 95.933

BH77A (RA) RA 291351.533 222166.854 95.973

For

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ectio

n pur

pose

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.

Conse

nt of

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r req

uired

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se.

EPA Export 20-10-2017:03:27:18

MADE GROUND (comprised of black clayeysandy gravel 20%, timber 20%, fabric 20%, plastic20%, cobbles of various lithologies 5%, steel 5%,other 10% (coloured plastic, tinfoil, lego blocks,electrical plugs etc.)). Slight odour of rotten eggspresent from G.L. to 7.0m. Strong odour presentfrom 7.0m to 23.0m.

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description

OPEN HOLE DRILLING RECORD

HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey

Rock and soil descriptions are based on examination of drilling returns. Thesesamples can be heavily disturbed and fragmented, with a loss of fines. Typicalfragments of 2 to 3 mm are recovered. Accurate descriptions are not, therefore,possible. Similarly, it is not possible to accurately assess soil stratification or rockcondition/structure.

BH drilled using 450mm auger bit

SHEET

REPORT NUMBER

19600

CLIENT Kildare County Council

ENGINEER Jacobs


06/12/2016

06/12/2016

Sheet 1 of 3

BH61 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,048.57 E222,416.98 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


06-12-16 22.00 1.00 22.00 50mm SP



TypeTip Depth


06-12-16 22.00 1.00 22.00 50mm SP06-12-16 22.00 1.00 22.00 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

MADE GROUND (comprised of black clayeysandy gravel 20%, timber 20%, fabric 20%, plastic20%, cobbles of various lithologies 5%, steel 5%,other 10% (coloured plastic, tinfoil, lego blocks,electrical plugs etc.)). Slight odour of rotten eggspresent from G.L. to 7.0m. Strong odour presentfrom 7.0m to 23.0m. (continued)

06-12-16 22.00 1.00 22.00 50mm SP

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


06/12/2016

06/12/2016

Sheet 2 of 3

BH61 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,048.57 E222,416.98 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


06-12-16 22.00 1.00 22.00 50mm SP



TypeTip Depth


06-12-16 22.00 1.00 22.00 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

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right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

79.43

76.43

23.00

26.00

MADE GROUND (comprised of black clayeysandy gravel 20%, timber 20%, fabric 20%, plastic20%, cobbles of various lithologies 5%, steel 5%,other 10% (coloured plastic, tinfoil, lego blocks,electrical plugs etc.)). Slight odour of rotten eggspresent from G.L. to 7.0m. Strong odour presentfrom 7.0m to 23.0m. (continued)

Light brown/grey slightly gravelly silty SAND(possible natural ground). Slight odour of rotteneggs.


06-12-16 22.00 1.00 22.00 50mm SP06-12-16 22.00 1.00 22.00 50mm SP

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


06/12/2016

06/12/2016

Sheet 3 of 3

BH61 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,048.57 E222,416.98 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


06-12-16 22.00 1.00 22.00 50mm SP



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

MADE GROUND (comprised of black clayeysandy gravel 40%, plastic 25%, timber 25%, fabric5%, subangular cobbles of various lithologies 5%).Slight odour of rotten eggs.

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey


BH drilled using 450mm auger bit. BH refusal at 20.0m - decided by client to move10m and repeat - see BH62A log

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


05/12/2016

05/12/2016

Sheet 1 of 3

BH62 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,187.20 E222,402.75 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

96.18

90.18

11.00

17.00

20.00

MADE GROUND (comprised of black clayeysandy gravel 40%, plastic 25%, timber 25%, fabric5%, subangular cobbles of various lithologies 5%).Slight odour of rotten eggs. (continued)

MADE GROUND (comprised of greyish browngravelly sand 44%, timber 25%, plastic 10%,fabric 5%, rare bones 1%). Slight odour of rotteneggs.

MADE GROUND (comprised of black clayeysandy gravel 30%, timber 40%, plastic 10%, fabric5%, subangular cobbles and boulders of variouslithologies 10%, steel rebars 5%). Strong odour ofrotten eggs.

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


05/12/2016

05/12/2016

Sheet 2 of 3

BH62 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,187.20 E222,402.75 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

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right

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r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

87.18BH terminated at 20.0m due to possible largeboulders, heavy steel bars and borehole instability End of Borehole at 20.00 m

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


05/12/2016

05/12/2016

Sheet 3 of 3

BH62 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,187.20 E222,402.75 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

MADE GROUND (comprised of black clayeysandy gravel 40%, plastic 25%, timber 20%, fabric10%, subangular cobbles of various lithologies5%). Strong odour of rotten eggs.

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey


BH drilled using 450mm auger bit. BH collapsed up to 18m overnight - standpipeinstallation completed from 0.0m to 18mbgl.

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


05/12/2016

05/12/2016

Sheet 1 of 3

BH62A (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,178.05 E222,413.64 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


06-12-16 17.00 1.00 17.00 50mm SP



TypeTip Depth


06-12-16 17.00 1.00 17.00 50mm SP06-12-16 17.00 1.00 17.00 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

96.25

88.75

10.50

18.00

MADE GROUND (comprised of greyish browngravelly sand 40%, timber 20%, plastic 20%,fabric 5%, cobbles and boulders of variouslithologies 5%). Strong odour of rotten eggs.

MADE GROUND (comprised of black clayeysandy gravel 35%, timber 30%, plastic 10%, fabric5%, subangular cobbles and boulders of variouslithologies 15%, steel rebars 5%). Strong odour ofrotten eggs.

06-12-16 17.00 1.00 17.00 50mm SP

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


05/12/2016

05/12/2016

Sheet 2 of 3

BH62A (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,178.05 E222,413.64 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


06-12-16 17.00 1.00 17.00 50mm SP



TypeTip Depth


06-12-16 17.00 1.00 17.00 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

84.75

22.00

MADE GROUND (comprised of black clayeysandy gravel 35%, timber 30%, plastic 10%, fabric5%, subangular cobbles and boulders of variouslithologies 15%, steel rebars 5%). Strong odour ofrotten eggs. (continued)


06-12-16 17.00 1.00 17.00 50mm SP06-12-16 17.00 1.00 17.00 50mm SP

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


05/12/2016

05/12/2016

Sheet 3 of 3

BH62A (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,178.05 E222,413.64 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


06-12-16 17.00 1.00 17.00 50mm SP



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

109.31

106.81

105.81

104.81

103.81

2.50

5.00

6.00

7.00

8.00

MADE GROUND (comprised of dark brown/blackclayey sandy gravel 85%, timber 10%, plastic 5%).Strong odour of rotten eggs.

MADE GROUND (comprised of dark brown/blackmoist clayey sandy gravel 55%, plastic bags 20%,farbic 15%, timber 10%). Strong odour of rotteneggs.

MADE GROUND (comprised of brown gravellysilty clay 80%, timber 15%, steel rebars 5%).Slight odour of rotten eggs.

MADE GROUND (comprised of dark brown/blackclayey sandy gravel 50%, plastic bags 20%,timber 15%, fabric 15%). Strong odour of rotteneggs.

MADE GROUND (comprised of brown gravellysilty clay 70%, timber 10%, plastic 10% steel rebar10%). Slight odour of rotten eggs.

MADE GROUND (comprised of dark brown/blackclayey sandy gravel 40%, concrete pieces 15%plastic bags 15%, timber 15%, fabric 10%, steelrebar 5%). Strong odour of rotten eggs.

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey


BH drilled using 450mm auger bit. Borehole terminated at 34.0m due to reaching themaximum flight for SoilMec30 rig. Therefore the base of the landfill has not beenconfirmed.

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


02/12/2016

02/12/2016

Sheet 1 of 4

BH63 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,251.86 E222,367.25 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


02-12-16 33.00 1.00 33.00 50mm SP



TypeTip Depth


02-12-16 33.00 1.00 33.00 50mm SP02-12-16 33.00 1.00 33.00 50mm SP02-12-16 33.00 1.00 33.00 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

MADE GROUND (comprised of dark brown/blackclayey sandy gravel 40%, concrete pieces 15%plastic bags 15%, timber 15%, fabric 10%, steelrebar 5%). Strong odour of rotten eggs.(continued)

02-12-16 33.00 1.00 33.00 50mm SP

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


02/12/2016

02/12/2016

Sheet 2 of 4

BH63 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,251.86 E222,367.25 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


02-12-16 33.00 1.00 33.00 50mm SP



TypeTip Depth


02-12-16 33.00 1.00 33.00 50mm SP02-12-16 33.00 1.00 33.00 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

87.81

85.81

84.81

24.00

26.00

27.00

MADE GROUND (comprised of dark brown/blackclayey sandy gravel 40%, concrete pieces 15%plastic bags 15%, timber 15%, fabric 10%, steelrebar 5%). Strong odour of rotten eggs.(continued)

MADE GROUND (comprised of dark brown/blackclayey sandy gravel 70%, timber 30%). Strongodour of rotten eggs.

MADE GROUND (comprised of brown gravellysilty clay 75%, timber 15%, steel rebars 10%) -slight methane odour.

MADE GROUND (comprised of dark brown/blackclayey sandy gravel 50%, plastic bags 15%,timber 15%, fabric 10%, steel rebar 5%, concretepieces 5%). Strong odour of rotten eggs.

02-12-16 33.00 1.00 33.00 50mm SP02-12-16 33.00 1.00 33.00 50mm SP

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


02/12/2016

02/12/2016

Sheet 3 of 4

BH63 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,251.86 E222,367.25 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


02-12-16 33.00 1.00 33.00 50mm SP



TypeTip Depth


02-12-16 33.00 1.00 33.00 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

77.81

34.00

MADE GROUND (comprised of dark brown/blackclayey sandy gravel 50%, plastic bags 15%,timber 15%, fabric 10%, steel rebar 5%, concretepieces 5%). Strong odour of rotten eggs.(continued)


02-12-16 33.00 1.00 33.00 50mm SP02-12-16 33.00 1.00 33.00 50mm SP02-12-16 33.00 1.00 33.00 50mm SP

30

31

32

33

34

35

36

37

38

39

30

31

32

33

34

35

36

37

38

39

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


02/12/2016

02/12/2016

Sheet 4 of 4

BH63 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,251.86 E222,367.25 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


02-12-16 33.00 1.00 33.00 50mm SP



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

95.00

5.00

10.00

MADE GROUND (comprised of brown silty slightlygravelly sand 55%, timber 15%, plastic 10%,angular cobbles and boulders of variouslithologies 20%). Slight odour of rotten eggs.

MADE GROUND (comprised of black clayeysandy gravel 20%, timber 40%, plastic 30%,limestone subangular boulders 10%). Strongodour of rotten eggs.

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey


BH drilled using 450mm auger bit. Possible natural ground from 8.0m (reported bydrillers) - very low ground recovery due to instability, abundance of steel rebar andboulders in fill material

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


07/12/2016

07/12/2016

Sheet 1 of 2

BH64 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,095.40 E222,303.12 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


07-12-16 8.00 1.00 8.00 50mm SP



TypeTip Depth


07-12-16 8.00 1.00 8.00 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

90.00

89.00

11.00

Light brown/grey slightly gravelly silty SAND(Possible Natural Ground)


07-12-16 8.00 1.00 8.00 50mm SP

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey


BH drilled using 450mm auger bit. Possible natural ground from 8.0m (reported bydrillers) - very low ground recovery due to instability, abundance of steel rebar andboulders in fill material

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


07/12/2016

07/12/2016

Sheet 2 of 2

BH64 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,095.40 E222,303.12 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


07-12-16 8.00 1.00 8.00 50mm SP



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

94.16

93.66

92.66

90.16

87.66

3.00

3.50

4.50

7.00

9.50

MADE GROUND (comprised of brown/greygravelly clay 25%, dark grey sandy gravelly clay35%, timber 10%, cobbles 10%, red brick 5%,plastic 5%, rebar 5%, concrete pieces 5%). Slightodour of rotten eggs.

MADE GROUND (comprised of dark grey/blacksandy gravelly clay 40%, timber 25%, plastic 25%,red brick 5%, textile 3%, pottery 2%). Slight odourof rotten eggs.

MADE GROUND (comprised of dark grey/blacktimber pieces 50%, dark grey sandy gravel 25%,clay 20%, cobbles 5%). Slight odour of rotteneggs.

MADE GROUND (comprised of sandy gravellyclay 25%, sandy gravel 25%, timber 15%,concrete pieces 10%, subangular cobbles ofvarious lithologies 10%, plastic 5%, red brick 5%,pottery 3%, fabric 2%). Slight odour of rotten eggs.

MADE GROUND (comprised of timber 50%,sandy gravelly clay 25%, cobbles 15%, rebars 5%,plastic 5%) - moderately strong decaying odour.

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey


BH drilled using 450mm auger bit. PID tests readings taken from samples at 3.0m,6.0m and 9.0m - for results see attached PID tests table

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


25/11/2016

25/11/2016

Sheet 1 of 2

BH66 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,389.51 E222,208.42 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


25-11-16 9.00 1.00 9.00 50mm SP



TypeTip Depth

7.00 Moderate, black, no odour

25-11-16 9.00 1.00 9.00 50mm SP


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

86.16

11.00

MADE GROUND (comprised of brown/grey sandygravelly clay 40%, cobbles 25%, rebar 15%,concrete pieces 10%, red brick 5%, plastic 5%).Slight odour of rotten eggs. (continued)

BH terminated at 11.0m due to borehole instabilityassociated with the inflow of groundwater at 7.0m End of Borehole at 11.00 m

25-11-16 9.00 1.00 9.00 50mm SP


10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey


BH drilled using 450mm auger bit. PID tests readings taken from samples at 3.0m,6.0m and 9.0m - for results see attached PID tests table

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


25/11/2016

25/11/2016

Sheet 2 of 2

BH66 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,389.51 E222,208.42 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


25-11-16 9.00 1.00 9.00 50mm SP



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

89.32

3.00

10.00

MADE GROUND (comprised of brown gravellycobbly clay 70%, concrete and rubble pieces 10%,timber 10%, plastic 5%, red brick 5%). Slightodour of rotten eggs.

MADE GROUND (comprised of black/brownclayey sandy gravel 50%, timber 15%, plastic15%, concrete and rubble 10%, fabric 5%,ceramic tiles 3%, red brick 2%). Slight odour ofrotten eggs.

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


08/12/2016

08/12/2016

Sheet 1 of 2

BH73 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,707.86 E221,811.72 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


08-12-16 9.00 1.00 9.00 50mm SP



TypeTip Depth


08-12-16 9.00 1.00 9.00 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

82.32

79.32

13.00

Light brown/brown, slightly gravelly fine to mediumSAND. Gravel is fine to medium subangular tosubrounded of limestone. (Possible NaturalGround).


08-12-16 9.00 1.00 9.00 50mm SP

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


08/12/2016

08/12/2016

Sheet 2 of 2

BH73 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,707.86 E221,811.72 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


08-12-16 9.00 1.00 9.00 50mm SP



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

94.50

93.70

92.00

0.50

1.30

3.00

MADE GROUND (comprised of grey/brown sandygravel 40%, sandy gravelly clay 30%, concretepieces 20%, red brick pieces 5%, plastic pieces5%). No odour detectable.

MADE GROUND (comprised of grey sandygravelly clay 80%, cobbles 10%, plastic 5%,concrete pieces 3%, timber 2%). No odourdetectable.

Brown very clayey gravelly fine to coarse SANDwith low cobble content. Gravel is fine to coarsesubangular to subrounded of various lithologies.Cobbles are subangular to subrounded of variouelithologies.


0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE Dando RA


DRILLED BY Dempsey


BH drilled using 300mm auger bit. Drilling rig refused at 3.0m.

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


30/11/2016

30/11/2016

Sheet 1 of 1

BH74 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,254.19 E221,997.84 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

93.85

92.85

91.35

90.35

2.00

3.00

4.50

5.50

10.00

MADE GROUND (comprised of brown/grey/darkgrey sandy gravelly clay 80%, cobbles of variouslithologies 10%, concrete pieces 5%, red brick5%). No odour detectable.

MADE GROUND (comprised of dasrkgrey/grey/bwown sandy gravelly clay 50%, gravellysand 30%, timber 10%, plastic 5%, concrete 5%).No odour detectable.

Brown clayey gravelly SAND. Gravel is fine tocoarse subangular to subrounded of variouslithologies. No odour detectable. (FILL)

Grey very clayey gravelly SAND. Gravel is fine tocoarse subangular to subrounded of variouslithologies. No odour detectable. (FILL)

Light brown silty fine SAND with some silty sandygravel lenses. No odour detctable.


0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


28/11/2016

28/11/2016

Sheet 1 of 2

BH75 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,226.54 E222,107.94 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


28-11-16 4.50 1.00 4.50 50mm SP



TypeTip Depth


28-11-16 4.50 1.00 4.50 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

85.85

28-11-16 4.50 1.00 4.50 50mm SP

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


28/11/2016

28/11/2016

Sheet 2 of 2

BH75 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,226.54 E222,107.94 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


28-11-16 4.50 1.00 4.50 50mm SP



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

91.22

3.50

MADE GROUND (comprised of brown clayeysandy cobbly gravel 40%, concrete 20%, timber15%, plastic 10%, fabric 5%, steel 5%, brick 5%).Slight odour of rotten timber and creosote.

BH terminated at 3.5m due to large concreteblocks and heavy steel bars End of Borehole at 3.50 m

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE Dando RA


DRILLED BY Dempsey


BH drilled using 300mm auger bit. Borehole refusal due to concrete pieces andrebars at 3.5m - decided by client to repeat with larger diameter auger bit (450mm).

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


30/11/2016

30/11/2016

Sheet 1 of 1

BH76 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,367.93 E222,103.67 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

88.24

86.74

6.50

8.00

MADE GROUND (comprised of brown clayeysandy cobbly gravel 40%, concrete 20%, timber15%, plastic 10%, fabric 5%, steel 5%, brick 5%).Slight rotting timber and creosote odour.

MADE GROUND (comprised of brown slightlygravelly silty sand 80%, timber pieces 20%). Noodour detectable.

MADE GROUND (comprised of brown/blackclayey gravelly sand with high cobble and mediumboulders content (cobbles and boulders aresubangular to subrounded of various lithologies)40%, timber 20%, plastic bags 10%, fabric 20%,rubber 10%). Slight odour of rotten eggs.

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


01/12/2016

01/12/2016

Sheet 1 of 2

BH76A (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,366.73 E222,103.00 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


01-12-16 12.56 1.00 12.56 50mm SP



TypeTip Depth


01-12-16 12.56 1.00 12.56 50mm SP

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

80.99

78.74

13.75

16.00

MADE GROUND (comprised of brown/blackclayey gravelly sand with high cobble and mediumboulders content (cobbles and boulders aresubangular to subrounded of various lithologies)40%, timber 20%, plastic bags 10%, fabric 20%,rubber 10%). Slight odour of rotten eggs.(continued)

Brown slightly gravelly fine to medium SAND.Gravel is fine to medium subrounded of limestone.Possible natural ground


01-12-16 12.56 1.00 12.56 50mm SP

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


01/12/2016

01/12/2016

Sheet 2 of 2

BH76A (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,366.73 E222,103.00 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


01-12-16 12.56 1.00 12.56 50mm SP



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

94.93

1.00

MADE GROUND (comprised of brown clayeysandy cobbly gravel 45%, concrete 25%, plastic10%, fabric 5%, timber 5%, steel 5%, brick 5%).Slight odour of rotting timber.

BH terminated at 1.0m due to large concreteblocks and heavy steel bars End of Borehole at 1.00 m

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE Dando RA


DRILLED BY Dempsey


BH drilled using 300mm auger bit. Borehole refusal due to large concrete pieces andrebars at 1.0m - decided by client to repeat with larger diameter auger bit (450mm).

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


30/11/2016

30/11/2016

Sheet 1 of 1

BH77 (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,350.79 E222,166.12 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

91.97

90.47

88.97

86.97

4.00

5.50

7.00

9.00

MADE GROUND (comprised of brown clayeysandy cobbly gravel 50%, concrete 10%, plastic10%, fabric 5%, timber 10%, steel 5%, brick 10%).Slight odour of rotting timber.

MADE GROUND (comprised of brown slightlygravelly silty sand 85%, timber pieces 15%). Noodour detectable.

MADE GROUND (comprised of brown/blackclayey sandy cobbly gravel 45%, timber 25%,concrete 10%, plastic 10%, fabric 5%, brick 3%,steel 2%). Slight odour of rotting timber.

MADE GROUND (comprised of brown moistslightly gravelly silty sand 75%, timber pieces25%). No odour detectable.

MADE GROUND (comprised of brown/blackclayey cobbly gravel with boulders 40%, timber20%, plastic 20%, fabric 10%, rubber 10%). Slightodour of rotten eggs.

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey


BH drilled using 450mm auger bit. Standpipe installed to 11.0m - borehole collapsedat greater depth.

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


01/12/2016

01/12/2016

Sheet 1 of 2

BH77A (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,351.53 E222,166.85 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


01-12-16 10.00 1.00 10.00 50mm SP



TypeTip Depth


01-12-16 10.00 1.00 10.00 50mm SP


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

79.97

16.00

MADE GROUND (comprised of brown/blackclayey cobbly gravel with boulders 40%, timber20%, plastic 20%, fabric 10%, rubber 10%). Slightodour of rotten eggs. (continued)


01-12-16 10.00 1.00 10.00 50mm SP


10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey


BH drilled using 450mm auger bit. Standpipe installed to 11.0m - borehole collapsedat greater depth.

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


01/12/2016

01/12/2016

Sheet 2 of 2

BH77A (RA)

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,351.53 E222,166.85 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

9/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


01-12-16 10.00 1.00 10.00 50mm SP



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18


Appendix 3

Rotary Open Hole – Gas Extraction Well (Prefixed GEW)

Rotary Open Hole – Gas Extraction Well Locations

GEW-1 RA 291320.735 222291.48 110.141

GEW-2 RA 291291.374 222308.289 112.55

GEW-3 RA 291339.579 222307.904 110.781

GEW-4 RA 291277.211 222324.842 111.309

GEW-5 RA 291242.283 222330.172 110.835

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:18

108.14

104.14

103.14

2.00

6.00

7.00

MADE GROUND (comprised of brown/grey sandygravelly clay 55%, brown/grey sandy gravel 20%,cobbles 10%, plastic pieces 5%, timber andorganic pieces 5%, steel bars 5%)

MADE GROUND (comprised of plastic pieces40%, timber pieces 40%, black clayey sandygravel 10%, cobbles 5%, steel pieces 5%)

MADE GROUND (comprised of black sandygravelly clay 80%, cobbles 10%, timber pieces5%, plastic pieces 5%)

MADE GROUND (comprised of plastic pieces40%, timber pieces 40%, cobbles 10%, blacksandy gravelly clay 5%, steel bars 5%)

0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey


PID tests readings taken from samples at 5.0m, 10.0m, 15.0m, 20.0m, 25.0m - forresults see Appendix 10

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


21/11/2016

21/11/2016

Sheet 1 of 3

GEW-1

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,320.74 E222,291.48 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


21-11-16 24.00 1.00 24.00 160mm



TypeTip Depth


21-11-16 24.00 1.00 24.00 160mm21-11-16 24.00 1.00 24.00 160mm

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

92.14

91.14

18.00

19.00

MADE GROUND (comprised of plastic pieces40%, timber pieces 40%, cobbles 10%, blacksandy gravelly clay 5%, steel bars 5%)(continued)

MADE GROUND (comprised of black clayeysandy gravel 85%, cobbles 10%, timber pieces5%)


21-11-16 24.00 1.00 24.00 160mm

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


21/11/2016

21/11/2016

Sheet 2 of 3

GEW-1

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,320.74 E222,291.48 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


21-11-16 24.00 1.00 24.00 160mm



TypeTip Depth


21-11-16 24.00 1.00 24.00 160mm

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

88.14

87.14

81.14

22.00

23.00

29.00


MADE GROUND (comprised of timber pieces40%, steel bars and pieces 40%, concrete pieces10%, cobbles 10%)

MADE GROUND (comprised of plastic pieces30%, timber pieces 30%, steel bars and pieces25%, cobbles 5%, plastic pieces 7%,black sandygravelly clay 3%)


21-11-16 24.00 1.00 24.00 160mm21-11-16 24.00 1.00 24.00 160mm

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


21/11/2016

21/11/2016

Sheet 3 of 3

GEW-1

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,320.74 E222,291.48 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


21-11-16 24.00 1.00 24.00 160mm



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

110.05

2.50



0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


22/11/2016

22/11/2016

Sheet 1 of 3

GEW-2

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,291.37 E222,308.29 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


22-11-16 28.00 1.00 28.00 160mm



TypeTip Depth


22-11-16 28.00 1.00 28.00 160mm22-11-16 28.00 1.00 28.00 160mm

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

97.55

97.05

15.00

15.50

20.00

MADE GROUND (comprised of plastic pieces35%, timber pieces 35%, black clayey sandygravel 15%, cobbles 10%, steel pieces 5%)(continued)



22-11-16 28.00 1.00 28.00 160mm

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


22/11/2016

22/11/2016

Sheet 2 of 3

GEW-2

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,291.37 E222,308.29 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


22-11-16 28.00 1.00 28.00 160mm



TypeTip Depth


22-11-16 28.00 1.00 28.00 160mm

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

92.55

91.55

83.55

21.00

29.00

MADE GROUND (comprised of angular cobblesand boulders 85%, black clayey sandy gravel15%)

MADE GROUND (comprised of plastic pieces30%, timber pieces 30%, steel bars 20%, cobbles10%, plastic pieces 5%, black sandy gravelly clay5%)


22-11-16 28.00 1.00 28.00 160mm22-11-16 28.00 1.00 28.00 160mm

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


22/11/2016

22/11/2016

Sheet 3 of 3

GEW-2

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,291.37 E222,308.29 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


22-11-16 28.00 1.00 28.00 160mm



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

109.28

104.78

104.28

1.50

6.00

6.50





0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


18/11/2016

18/11/2016

Sheet 1 of 4

GEW-3

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,339.58 E222,307.90 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


18-11-16 27.50 1.00 27.50 160mm



TypeTip Depth


18-11-16 27.50 1.00 27.50 160mm18-11-16 27.50 1.00 27.50 160mm18-11-16 27.50 1.00 27.50 160mm

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

94.78

93.78

16.00

17.00



MADE GROUND (comprised of plastic pieces35%, timber pieces 30%, steel bars and pieces20%, cobbles 5%, plastic pieces 7%,black sandygravelly clay 3%)

18-11-16 27.50 1.00 27.50 160mm

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


18/11/2016

18/11/2016

Sheet 2 of 4

GEW-3

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,339.58 E222,307.90 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


18-11-16 27.50 1.00 27.50 160mm



TypeTip Depth


18-11-16 27.50 1.00 27.50 160mm18-11-16 27.50 1.00 27.50 160mm

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

30.00

MADE GROUND (comprised of plastic pieces35%, timber pieces 30%, steel bars and pieces20%, cobbles 5%, plastic pieces 7%,black sandygravelly clay 3%) (continued)


18-11-16 27.50 1.00 27.50 160mm18-11-16 27.50 1.00 27.50 160mm

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


18/11/2016

18/11/2016

Sheet 3 of 4

GEW-3

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,339.58 E222,307.90 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


18-11-16 27.50 1.00 27.50 160mm



TypeTip Depth


18-11-16 27.50 1.00 27.50 160mm

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

80.78

18-11-16 27.50 1.00 27.50 160mm18-11-16 27.50 1.00 27.50 160mm18-11-16 27.50 1.00 27.50 160mm

30

31

32

33

34

35

36

37

38

39

30

31

32

33

34

35

36

37

38

39

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


18/11/2016

18/11/2016

Sheet 4 of 4

GEW-3

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,339.58 E222,307.90 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


18-11-16 27.50 1.00 27.50 160mm



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

110.31

105.31

104.31

1.00

6.00

7.00

MADE GROUND (comprised of grey/black sandygravelly clay 40%, grey sandy gravel 35%,cobbles 10%, plastic pieces 5%, timber andorganic pieces 5%, steel bars 5%)

MADE GROUND (comprised of plastic pieces40%, timber pieces 30%, black clayey sandygravel 15%, cobbles 5%, concrete pieces 5%,steel pieces 5%)

MADE GROUND (comprised of black sandygravelly clay 70%, cobbles 15%, timber pieces10%, plastic pieces 3%, steel bars 2%)


0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey


PID tests readings taken from samples at 5.0m, 10.0m, 15.0m, 20.0m, 25.0m and30.0m - for results see Appendix 10

SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


24/11/2016

24/11/2016

Sheet 1 of 4

GEW-4

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,277.21 E222,324.84 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


24-11-16 28.50 1.00 28.50 160mm



TypeTip Depth

21.00 Seepage

24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

93.31

18.00


MADE GROUND (comprised of black clayeysandy gravel 85%, cobbles 10%, timber pieces5%)

24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


24/11/2016

24/11/2016

Sheet 2 of 4

GEW-4

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,277.21 E222,324.84 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


24-11-16 28.50 1.00 28.50 160mm



TypeTip Depth

21.00 Seepage

24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

90.31

86.31

83.31

21.00

25.00

28.00

MADE GROUND (comprised of black clayeysandy gravel 85%, cobbles 10%, timber pieces5%) (continued)


MADE GROUND (comprised of timber pieces30%, steel bars 20%, concrete pieces 20%,cobbles 15%, plastic pieces 10%, black sandygravelly clay 5%)


24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


24/11/2016

24/11/2016

Sheet 3 of 4

GEW-4

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,277.21 E222,324.84 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


24-11-16 28.50 1.00 28.50 160mm



TypeTip Depth

21.00 Seepage

24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

79.31

32.00



24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

24-11-16 28.50 1.00 28.50 160mm

21.00 Seepage

30

31

32

33

34

35

36

37

38

39

30

31

32

33

34

35

36

37

38

39

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


24/11/2016

24/11/2016

Sheet 4 of 4

GEW-4

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,277.21 E222,324.84 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


24-11-16 28.50 1.00 28.50 160mm



TypeTip Depth

21.00 Seepage

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

109.84

104.84

104.34

1.00

6.00

6.50

MADE GROUND (comprised of grey/black sandygravelly clay 40%, grey sandy gravel 35%,cobbles 10%, plastic pieces 5%, timber andorganic pieces 5%, steel bars 5%)

MADE GROUND (comprised of plastic pieces35%, timber pieces 35%, black clayey sandygravel 10%, cobbles 10%, concrete pieces 5%,steel pieces 5%)

MADE GROUND (comprised of grey/black angularcobbles and stones 100%)


0

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


23/11/2015

23/11/2015

Sheet 1 of 4

GEW-5

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,242.28 E222,330.17 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


23-11-16 28.00 1.00 28.00 160mm



TypeTip Depth


23-11-16 28.00 1.00 28.00 160mm23-11-16 28.00 1.00 28.00 160mm23-11-16 28.00 1.00 28.00 160mm

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

94.84

94.04

16.00

16.80


MADE GROUND (comprised of black sandygravelly clay 50%, cobbles 50%)


23-11-16 28.00 1.00 28.00 160mm

10

11

12

13

14

15

16

17

18

19

10

11

12

13

14

15

16

17

18

19

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


23/11/2015

23/11/2015

Sheet 2 of 4

GEW-5

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,242.28 E222,330.17 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


23-11-16 28.00 1.00 28.00 160mm



TypeTip Depth


23-11-16 28.00 1.00 28.00 160mm23-11-16 28.00 1.00 28.00 160mm

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

89.84

87.84

21.00

23.00

30.00


MADE GROUND (comprised of black cobbles35%, steel bars and pieces 35%, concrete pieces20%, timber 10%)



23-11-16 28.00 1.00 28.00 160mm23-11-16 28.00 1.00 28.00 160mm

20

21

22

23

24

25

26

27

28

29

20

21

22

23

24

25

26

27

28

29

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


23/11/2015

23/11/2015

Sheet 3 of 4

GEW-5

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,242.28 E222,330.17 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


23-11-16 28.00 1.00 28.00 160mm



TypeTip Depth


23-11-16 28.00 1.00 28.00 160mm

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

80.84

23-11-16 28.00 1.00 28.00 160mm23-11-16 28.00 1.00 28.00 160mm23-11-16 28.00 1.00 28.00 160mm

30

31

32

33

34

35

36

37

38

39

30

31

32

33

34

35

36

37

38

39

DRILLHOLE NO

REMARKS

Do

wn

ho

le D

ep

th (

m)

0 Sta

nd

pip

e D

eta

ils

SP

T (

N V

alu

e)

T.C

.R.%

Ele

va

tio

n

Le

ge

nd

500250

0

S.C

.R.%

R.Q

.D.%

MinAvgMax(mm)

FractureSpacing

Log(mm)

De

pth

(m

)

Co

re R

un

De

pth

(m

)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

re Z

on

es (

m)

Fra

ctu

reS

pa

cin

g

Description


HOLE DIAMETER (mm)

RIG TYPE SoilMec30


DRILLED BY Dempsey



SHEET

REPORT NUMBER

19600


ENGINEER Jacobs


23/11/2015

23/11/2015

Sheet 4 of 4

GEW-5

DATE DRILLED

DATE LOGGED

CO-ORDINATES 291,242.28 E222,330.17 N


IGS

L R

C O

PE

N H

OLE

19600.G

PJ

IGS

L.G

DT

2/5

/17

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

GROUNDWATER DETAILS

SealedAt

RiseTo

DateHole

DepthCasingDepth


23-11-16 28.00 1.00 28.00 160mm



TypeTip Depth


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19


Appendix 4

Cable Percussive Boring (Prefixed BB, DB, RM & BH)

Cable Percussive Borehole Locations

BB = Bedrock Boreholes; BH = Landfill Boreholes; DB = Drift Boreholes; RM = River Morell

Borehole No. Type Easting (ING) Northing (ING) Elevation (mOD)

BB01 CP 291515.321 222206.416 81.017

BB02 CP 291361.335 222419.1 87.104

BB03 CP 291153.421 221985.855 92.822

BB03A CP 291152.256 221984.86 92.672

BB04 CP 291713.056 222076.484 81.608

BH71 CP 291545.529 221965.378 82.55

BH78 CP 291413.199 222043.703 86.503

BH79 CP 291469.646 222140.57 86.807

BH80 CP 291596.235 222085.725 85.775

DB01 CP 290982.91 222525.01 94.701

DB02 CP 291144.341 222492.419 93.474

DB02A CP 291142.066 222494.895 92.968

DB03 CP 291280.254 222504.712 87.494

DB04 CP 291335.848 222448.334 87.795

DB05 CP 291489.314 222302.39 80.695

DB06 CP 291606.816 222133.73 80.842

DB07 CP 291759.235 221980.26 92.625

DB08 CP 291737.606 221871.078 91.976

DB08A CP 291737.182 221868.738 91.869

DB09 CP 291606.256 221773.483 91.927

DB10 CP 291490.083 221823.445 90.047

DB10A CP 291490.958 221822.606 90.106

DB11 CP 291401.386 221861.722 91.385

DB12 CP 291350.766 221964.119 93.58

DB14 CP 291202.79 222259.021 99.151

DB14A CP 291176.622 222232.373 96.726

DB15 CP 291039.222 222353.404 100.116

DB15A CP 291031.789 222356.137 100.182

RM01 CP 291471.569 222502.965 79.209

RM02 CP 291460.747 222463.302 79.424

RM03 CP 291480.668 222367.85 79.952

RM04 CP 291507.463 222333.096 80.184

RM05 CP 291552.774 222256.199 80.511

RM06 CP 291602.334 222182.304 80.801

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EPA Export 20-10-2017:03:27:19

ENVAA54396 0.25

ENVAA54397 0.50

ENVAA54398 1.00DAA54399 1.00

BAA54400 1.50

ENVAA59351 2.00DAA59352 2.00

BAA59353 2.50

DAA59354 3.00

BAA59355 3.50

DAA59356 4.00

BAA59357 4.50UFail 4.50

DAA59358 5.00

BAA59359 5.50

DAA59360 6.00

BAA59361 6.50

DAA59362 7.00

BAA59363 7.50UFail 7.50

DAA59364 8.00

BAA59365 8.20

0.10

1.10

1.80

7.00

8.008.20

80.92

79.92

79.22

74.02

73.0272.82

TOPSOIL

Soft to firm brown sandy gravelly CLAY. Gravel is fineto coarse subrounded to subangular of variouslithologies.

Medium dense brown gravelly fine to coarse SAND.Gravel is fine to coarse subangular to subrounded ofvarious lithologies.

Medium dense to dense brown/grey sandy GRAVELwith medium cobble content. Gravel is fine to coarsesubangular to subrounded of various lithologies.Cobbles are subangular to subrounded of limestome.

Grey silty fine to medium SAND with medium cobbleand boulder content. Cobbles and boulders aresubangular of limestone.

COBBLES and BOULDERS. Cobbles and bouldersare subangular of limestone lithologies.


N = 27(3, 4, 5, 6, 8, 8)

N = 21(2, 3, 5, 5, 5, 6)

N = 28(3, 6, 8, 8, 6, 6)

N = 40(4, 7, 8, 10, 10, 12)

N = 15/25 mm(25, 35, 15)

8.008.00

3.30 202.40No3.30

8.008.00

2.402.00

End of 1st DayStart of 2nd Day

25-10-1626-10-16

Moderate

Sta

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pip

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D - Small Disturbed (tub)B - Bulk DisturbedLB - Large Bulk DisturbedEnv - Environmental Sample (Jar + Vial + Tub)

Sample LegendHand excavated pit to 1.20m

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REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000

BOREHOLE DEPTH (m) 8.20

ENERGY RATIO (%) 53

BOREHOLE DIAMETER (mm) 200

SPT HAMMER REF. NO. SPT2

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11

BOREHOLE NO.

BORED BY P.Thomas

GEOTECHNICAL BORING RECORD

HARD STRATA BORING/CHISELLING

Description Field TestResults

UT - Undisturbed 100mm DiameterSampleP - Undisturbed Piston SampleW - Water Sample

WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


04-11-16 8.00 1.00 8.00 50mm SP



TypeTip Depth

GROUNDWATER PROGRESS

SHEET


BB01

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,515.32 E222,206.42 N 25/10/2016

26/10/2016DATE COMPLETED

DATE COMMENCED


GROUND LEVEL (m AOD) 81.02

1 Slow progress8 8.2

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

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EPA Export 20-10-2017:03:27:19

ENVAA54386 0.25

ENVAA54387 0.50

ENVAA54388 1.00DAA54389 1.00

BAA54390 1.50

ENVAA54391 2.00DAA54392 2.00

BAA54393 2.50

ENVAA54394 3.00DAA54395 3.00

0.10

1.10

2.20

3.80

87.00

86.00

84.90

83.30

TOPSOIL

Brown fine to coarse GRAVEL with medium cobblecontent. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.

Medium dense brown fine to medium SAND.

Very dense brown sandy GRAVEL with high cobblecontent. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular of limestone lithologies.

ObstructionEnd of Borehole at 3.80 m

N = 29(3, 4, 6, 6, 8, 9)

N = 50/95 mm(6, 8, 36, 14)

N = 50/30 mm(14, 11, 50)

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De

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)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

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1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


BB02

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,361.34 E222,419.10 N 24/10/2016


DATE COMMENCED



11

Slow progressSlow progress

33.5

3.53.8

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

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EPA Export 20-10-2017:03:27:19

DAA54772 1.00

BAA54773 1.50

DAA54774 2.00

BAA54775 2.50

0.10

0.80

2.50

92.72

92.02

90.32

TOPSOIL

Very stiff brown very sandy very gravelly CLAY withcobbles . Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.

Very dense brown clayey sandy GRAVEL with somepockets of brown clay and a high cobble and bouldercontent. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles andboulders are subangular to subrounded of limestone.

Obstruction - Possible cobbles or bouldersEnd of Borehole at 2.50 m

N = 50/205 mm(5, 11, 14, 18, 18)

N = 50/125 mm(17, 8, 29, 21)

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Sample LegendHand excavated pit to 1.20m . Refusal reported at 2.50m.Borehole relocated 1m away and rebored as BB03A.

Le

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Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

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1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


BB03

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,153.42 E221,985.86 N 03/11/2016


DATE COMMENCED



1 Slow progress2.4 2.5

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

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EPA Export 20-10-2017:03:27:19

0.10

0.80

2.30

92.57

91.87

90.37

TOPSOIL

Very stiff brown very sandy very gravelly CLAY withmedium cobble content. Gravel is fine to coarsesubangular to subrounded of various lithologies.Cobbles are subangular to subrounded of variouslithologies.

Brown clayey very sandy GRAVEL with some brownsandy clay pockets. Gravel is fine to coarsesubangular to subrounded of various lithologies.

Obstruction - Possible cobbles or bouldersEnd of Borehole at 2.30 m

Sta

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De

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)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

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0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


BB03A

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,152.26 E221,984.86 N 03/11/2016


DATE COMMENCED



IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

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EPA Export 20-10-2017:03:27:19

DAA54762 1.00

BAA54763 1.50

DAA54764 2.00

BAA54765 2.50

DAA54766 3.00

BAA54767 3.50

DAA54768 4.00

BAA54769 4.50

DAA54770 5.00

BAA54771 5.20

0.20

1.00

2.10

2.50

3.50

4.50

5.20

81.41

80.61

79.51

79.11

78.11

77.11

76.41

TOPSOIL

Soft brown sandy slightly gravelly CLAY. Gravel isfine to coarse subangular to subrounded of variouslithologies.

Soft brown very sandy gravelly CLAY. Gravel is fine tocoarse subangular to subrounded of variouslithologies.

Brown clayey sandy GRAVEL. Gravel is fine to coarsesubangular to subrounded of various lithologies.

Brown/grey very sandy fine to coarse GRAVEL.Gravel is subangular to subrounded of variouslithologies.

Dense grey clayey sandy fine to coarse GRAVEL withmedium cobble content .Gravel is fine to coarsesubangular to subrounded of various lithologies.Cobbles are subangular to subrounded of limestone.

Very dense grey sandy GRAVEL with high cobble andconglomerate material content. Gravel is fine tocoarse subangular to subrounded of variouslithologies. Cobbles are subangular to subrounded oflimestone.


N = 5(1, 1, 1, 1, 1, 2)

N = 27(2, 2, 5, 5, 8, 9)

N = 36(2, 6, 8, 8, 10, 10)

N = 50/295 mm(4, 9, 12, 12, 12, 14)

N = 18/35 mm(27, 32, 18)

2.502.50

2.00 201.40No2.00

2.502.50

1.401.40


01-11-1602-11-16

Slow

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De

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Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

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1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth


SHEET


BB04

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,713.06 E222,076.48 N 01/11/2016


DATE COMMENCED




IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

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EPA Export 20-10-2017:03:27:19

BAA58283 5.00

1.80

5.00

6.90

7.20

80.75

77.55

75.65

75.35

MADE GROUND (comprised of grey sandy gravellyclay 60%, sandy gravel 20%, red brick pieces 5%,concrete pieces 5%, timber 5%, plastic 5%)

MADE GROUND (comprised of grey sandy gravellyCLAY with cobbles and some sandy lenses)

MADE GROUND (comprised of sandy gravelly clay50%, rubble fill 25%, red brick 10%, concrete 5%,timber 5%, angular cobbles 5%)

Very stiff grey sandy very gravelly CLAY with highcobble content. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubagular to subrounded of limestone. (Possiblenatural ground)


2.006.80

2020

0.503.20

1.80No

2.006.80

RapidRapid

Sta

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Le

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Re

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De

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(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY I.Reder

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

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0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


08-12-16 5.00 1.00 5.00 50mm SP



TypeTip Depth


SHEET


BH71

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,545.53 E221,965.38 N 07/12/2016


DATE COMMENCED



0.7511

Slow progressSlow progressNo progress

1.26.57

1.57

7.2

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

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EPA Export 20-10-2017:03:27:19

BAA30307 1.50

BAA30308 2.50

6.50

7.90

9.00

80.00

78.60

77.50

MADE GROUND (comprised of black clayey sandygravel 50%, concrete and rubble 20%, red brick 10%,plastic 10%, steel bars 5%, rubber 5%)

Soft to firm grey very sandy very gravelly CLAY. Sandis fine to coarse. Gravel is fine to coarse subangularto subrounded of various lithologies. (Possible naturalground)

Grey very sandy GRAVEL. Sand is fine to coarse.Gravel is fine to medium subangular to subrounded ofvarious lithologies.


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De

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(m

)

Comments

REMARKS

Time(h)

From (m) To (m)


De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

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1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


12-12-16 5.50 1.00 5.50 50mm SP



TypeTip Depth

No water strike


SHEET


BH78

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,413.20 E222,043.70 N 09/12/2016


DATE COMMENCED



0.51

Slow progressNo progress

1.78.6

1.99

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

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EPA Export 20-10-2017:03:27:19

BAA30312 1.50

BAA30313 2.50

1.00

7.60

10.00

85.81

79.21

76.81

MADE GROUND (comprised of slightly clayeygravelly rubble/crushed concrete 100%)

MADE GROUND (comprised of black clayey sandygravel 55%, concrete and rubble 15%, red brick 10%,plastic 10%, timber 5%, steel bars 2%, rubber 2%,glass 1%)

Firm to stiff brown slightly sandy gravelly CLAY withmedium cobble and low boulder content. Sand is fineto coarse. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles andboulders are subangular to subrounded of limestonelithology.


Sta

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Sample LegendHand excavated pit to 1.20m. Possible fuel/diesel contaminationbetween 1.60m and 2.50m (strong odour smell).

Le

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Re

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De

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Comments

REMARKS

Time(h)

From (m) To (m)


De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

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1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


16-12-16 6.70 1.00 6.70 50mm SP



TypeTip Depth

No water strike


SHEET


BH79

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,469.65 E222,140.57 N 15/12/2016


DATE COMMENCED



0.752


1.39

1.610

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

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EPA Export 20-10-2017:03:27:19

BAA30309 2.00

0.50

6.00

9.00

85.28

79.78

76.78

MADE GROUND (comprised of compacted angulargravel, rubble and crushed concrete)

MADE GROUND (comprised of black clayey sandygravel 50%, concrete and rubble 20%, red brick 10%,plastic 5%, timber 5%, steel bars 5%, rubber 5%)

Grey very sandy GRAVEL. Sand is fine to coarse.Gravel is fine to coarse subangular to subrounded ofvarious lithologies.


Sta

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Re

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De

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(m

)

Comments

REMARKS

Time(h)

From (m) To (m)


De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

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0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


14-12-16 5.00 1.00 5.00 50mm SP



TypeTip Depth

No water strike


SHEET


BH80

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,596.24 E222,085.73 N 12/12/2016


DATE COMMENCED




IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

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EPA Export 20-10-2017:03:27:19

ENVAA54358 0.25

ENVAA54359 0.50

ENVAA54360 1.00DAA54361 1.00

BAA54362 1.50

ENVAA54363 2.00DAA54364 2.00

UAA54365 2.50 0%recBAA54366 2.50

ENVAA54367 3.00DAA54368 3.00

BAA54369 3.50

UAA54370 4.00 80%recENVAA54371 4.10

DAA54372 4.20DAA54373 4.50BAA54374 4.50

ENVAA54375 5.00DAA54376 5.00

BAA54377 5.50

0.200.50

1.50

2.00

4.30

5.50

94.5094.20

93.20

92.70

90.40

89.20

TOPSOIL

MADE GROUND (comprised of dark brown sandygravelly clay with rubble, bricks and organic matter)

Firm brown sandy slightly gravelly CLAY. Gravel isfine to coarse subangular to subrounded of variouslithologies.

Medium dense brown silty fine SAND

Firm brown very sandy silty CLAY with some finegravel bands. Sand is fine to coarse. Gravel is finesubangular to subrounded of various lithologies.

Stiff to very stiff brown slightly sandy gravelly CLAYwith medium cobble content . Gravel is fine to coarsesubangular to subrounded of various lithologies.Cobbles are subangular to subrounded of limestone.


N = 21(4, 7, 6, 5, 5, 5)

N = 16(1, 2, 3, 4, 4, 5)

N = 50/210 mm(14, 10, 12, 20, 18)

N = 12/15 mm(25, 38, 12)

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Sample LegendHand excavated pit to 1.20m . Falling head permeability testcarried out from 2.0 to 3.0m and from 4.0 to 5.0m.

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pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB01

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 290,982.91 E222,525.01 N 20/10/2016


DATE COMMENCED



0.7511


4.75.45.5

4.95.55.5

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

BAA56004 0.10

D 1.00BAA56005 1.00

0.10

1.20

1.50

93.37

92.27

91.97

TOPSOIL

Brown sandy fine to coarse subangular tosubrounded GRAVEL (Possible Fill / Made Ground)

Brown very cobbly coarse GRAVEL (possiblefill/made ground)

Obstruction - Possible bouldersEnd of Borehole at 1.50 m

Sta

nd

pip

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eta

ils


Sample LegendHand excavated pit to 1.20m. Obstruction / possible boulderencountered at 1.50m. Borehole relocated 3m away andrebored as DB02A.

Le

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pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 51



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY J.Carr





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB02

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,144.34 E222,492.42 N 15/11/2016


DATE COMMENCED



1 No progress1.3 1.5

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

BAA56006 0.10

D 1.00

BAA56007 1.50

D 2.00

D 3.00BAA56008 3.00

D 4.00

D 5.00

D 6.00

BAA56009 6.50

D 7.00

D 8.00

D 9.00

D 10.00BAA56010 10.00

D 11.00

0.10

1.50

2.00

11.50

92.87

91.47

90.97

81.47

TOPSOIL

Soft to firm brown sandy slightly gravelly CLAY withlow cobble content. Gravel is fine to coarsesubangular to subrounded of various lithologies.Cobbles are subangular to subrounded of limestone.

Grey sandy fine to coarse GRAVEL with mediumcobble content. Gravel is subangular to subroundedof various lithologies. Cobbles are subangular tosubrounded of limestone.

Medium dense to dense grey slightly silty slightlygravelly fine to medium SAND. Gravel is fine tocoarse subangular to subrounded of variouslithologies.

N = 50/225 mm(4, 8, 15, 15, 20)

N = 17(2, 3, 3, 4, 5, 5)

N = 23(2, 4, 4, 5, 6, 8)

N = 20(2, 4, 4, 4, 5, 7)

N = 19(2, 3, 4, 4, 5, 6)

N = 23(3, 4, 4, 5, 6, 8)

N = 27(2, 3, 5, 7, 7, 8)

N = 34(3, 4, 5, 7, 9, 13)

N = 29(4, 5, 5, 7, 7, 10)

Sta

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pip

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(m)

Re

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ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 51



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY J.Carr





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB02A

REPORT NUMBER

Sheet 1 of 2

19600

ENGINEER Jacobs

CO-ORDINATES 291,142.07 E222,494.90 N 15/11/2016


DATE COMMENCED



IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

BAA56011 11.50

D 12.00

D 13.00BAA56012 13.00

12.50

13.50

80.47

79.47

Dense grey slightly sandy fine to coarse subangularto subrounded GRAVEL of various lithologies

Grey fine to coarse SAND


Sta

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pip

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Le

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(m)

Re

co

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ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 51



Ele

va

tio

n

12

13

14

15

16

17

18

19

20

21

22

BOREHOLE NO.

BORED BY J.Carr





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB02A

REPORT NUMBER

Sheet 2 of 2

19600

ENGINEER Jacobs

CO-ORDINATES 291,142.07 E222,494.90 N 15/11/2016


DATE COMMENCED



IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

BAA51047 0.40BAA51048 0.40

BAA51049 1.00

D 2.00BAA51050 2.00

D 3.00

D 4.00

D 5.00

D 6.00

BAA56001 6.50

D 8.00BAA56002 8.00

0.40

1.20

2.00

3.00

4.00

8.00

8.50

9.10

87.09

86.29

85.49

84.49

83.49

79.49

78.99

78.39

TOPSOIL

Soft brown sandy CLAY with medium gravel and lowcobble content. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular of limestone.

Medium dense grey GRAVEL with high cobblecontent. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresunagular to subrounded of limestone.

Medium dense grey slightly silty fine to mediumSAND

Medium dense grey gravelly fine to coarse SAND.Gravel is fine to coarse subangular to subrounded ofvarious lithologies.

Medium dense grey slightly silty gravelly fine tocoarse SAND. Gravel is fine to coarse subangular tosubrounded of various lithologies.

Dense very clayey slightly sandy fine to coarsesubangular to subrounded GRAVEL of variouslithologies

Firm to stiff grey sandy slightly gravelly CLAY withmedium cobble content. Gravel is fine to coarsesubangular to subrounded of various lithologies.Cobbles are subangular to subrounded of limestone.


N = 18(4, 5, 5, 4, 5, 4)

N = 20(3, 3, 4, 5, 5, 6)

N = 17(3, 4, 3, 4, 4, 6)

N = 23(2, 2, 5, 4, 6, 8)

N = 21(2, 3, 4, 5, 5, 7)

N = 23(3, 4, 4, 5, 6, 8)

N = 35(4, 6, 6, 8, 8, 13)

N = 25/75 mm(25, 25, 25)

Sta

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pip

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eta

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Sample LegendHand excavated pit to 1.20m. Falling head permeability testcarried out from 7.20 to 9.30m.

Le

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f.N

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(m)

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De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 51



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY J.Carr





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB03

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,280.25 E222,504.71 N 10/11/2016


DATE COMMENCED



0.751

No progressNo progress

8.59

8.79.1

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

BAA53640 1.00

BAA53641 1.50

BAA53642 2.00

BAA53643 2.50

BAA53644 3.00

BAA53645 3.50

DAA53646 4.00

BAA53647 4.50

DAA53648 5.00

BAA53649 5.50

0.20

0.80

3.00

4.50

5.70

87.60

87.00

84.80

83.30

82.10

TOPSOIL

Soft brown sandy gravelly CLAY. Gravel is fine tocoarse subangular to subrounded of variouslithologies.

Dense brown sandy fine to coarse subangular tosubrounded GRAVEL of various lithologies.

Dense brown very gravelly fine to coarse SAND.Gravel is fine to coarse subangular to subrounded ofvarious lithologies.

Very Dense brown GRAVEL with high cobble lowboulder and low sand and gravel conglomeratescontent. Gravel is coarse subangular to subroundedof various lithologies. Cobbes nad boulders aresubangular to subrounded of various lithologies.


N = 50/250 mm(7, 12, 14, 14, 15, 7)

N = 37(2, 2, 4, 9, 10, 14)

N = 50/275 mm(3, 5, 10, 12, 17, 11)

N = 50/275 mm(4, 6, 9, 11, 18, 12)

N = 49/125 mm(10, 15, 24, 25)

Sta

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(m)

Re

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ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB04

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,335.85 E222,448.33 N 18/11/2016


DATE COMMENCED




IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

DAA53625 1.00

BAA53626 1.50

DAA53627 2.00

BAA53628 2.50

DAA53629 3.00

BAA53630 3.50

DAA53631 4.00

BAA53632 4.50

DAA53633 5.00

BAA53634 5.50

DAA53635 6.00

BAA53636 6.50

DAA53637 7.00

BAA53638 7.50

DAA53639 7.80

0.10

2.00

2.30

7.00

7.80

80.60

78.70

78.40

73.70

72.90

TOPSOIL

Soft to firm brown sandy gravelly CLAY. Gravel is fineto coarse subangular to subrounded of variouslithologies.

Soft grey sandy gravelly SILT .Gravel is fine tomedium subangular to subrounded of variouslithologies.

Medium dense grey slightly sandy GRAVEL with lowcobble content. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.

Stiff to very stiff brown slightly sandy gravelly CLAYwith many cobbles. Gravel is fine to coarse,subangular to subrounded of various lithologies.Cobbles subangular to subrounded of limestone.


N = 14(2, 3, 2, 4, 3, 5)

N = 12(1, 1, 2, 2, 4, 4)

N = 17(1, 2, 3, 4, 4, 6)

N = 15(1, 1, 2, 3, 5, 5)

N = 18(2, 2, 3, 4, 5, 6)

N = 27(1, 1, 2, 5, 8, 12)

N = 220/200 mm(6, 12, 185, 18, 17)

2.30 202.20No2.30 Slow

Sta

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Le

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(m)

Re

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De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 51



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY J.Carr





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


16-11-16 7.50 1.00 7.50 50mm SP



TypeTip Depth


SHEET


DB05

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,489.31 E222,302.39 N 16/11/2016


DATE COMMENCED




IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

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right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

DAA53611 1.00

BAA53612 1.50

DAA53613 2.00

BAA53614 2.50

DAA53615 3.00

BAA53616 3.50

DAA53617 4.00

BAA53618 4.50

DAA53619 5.00

BAA53620 5.50

DAA53621 6.00

BAA53622 6.50

DAA53623 7.00

BAA53624 7.50

0.200.300.50

2.00

7.30

8.00

80.6480.5480.34

78.84

73.54

72.84

TOPSOIL

Soft brown sandy gravelly CLAY. Gravel is fine tomedium subangular to subrounded of variouslithologies.

Brown fine to coarse subangular to subroundedGRAVEL of various lithologies

Soft grey/brown sandy slightly gravelly CLAY. Gravelis fine to coarse subangular to subrounded of variouslithologies.

Medium dense grey slightly silty sandy GRAVEL.Gravel is fine to coarse subangular to subrounded ofvarious lithologies.

Dense grey GRAVEL with low cobble content. Gravelis coarse subangular to subrounded of variouslithologies. Cobbles are subangular to subrounded ofvarious lithologies.


N = 9(1, 2, 2, 2, 2, 3)

N = 16(3, 5, 7, 3, 3, 3)

N = 17(2, 3, 4, 4, 4, 5)

N = 20(1, 2, 4, 5, 5, 6)

N = 23(2, 4, 4, 6, 6, 7)

N = 24(2, 2, 5, 6, 5, 8)

N = 50/190 mm(6, 8, 12, 19, 19)

N = 50/50 mm(25, 50)

2.80 202.30No2.80 Slow

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(m)

Re

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ve

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De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 51



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY J.Carr





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


15-11-16 8.00 3.00 8.00 50mm SP



TypeTip Depth


SHEET


DB06

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,606.82 E222,133.73 N 15/11/2016


DATE COMMENCED



1 No progress7.7 8

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

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Conse

nt of

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right

owne

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uired

for a

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EPA Export 20-10-2017:03:27:19

DAA53650 1.00

BAA58601 1.50

DAA58602 2.00

BAA58603 2.50

DAA58604 3.00

BAA58605 3.50

DAA58606 4.00

BAA58607 4.50

DAA58608 5.00

BAA58609 5.50

DAA58610 6.00

BAA58611 6.50

DAA58612 7.00

BAA58613 7.50

DAA58614 8.00

BAA58615 8.50

DAA58616 9.00

BAA58617 9.50

DAA58618 10.00

0.20

0.80

6.90

8.00

9.10

10.00

10.50

92.43

91.83

85.73

84.63

83.53

82.63

82.13

TOPSOIL


Very dense brown very sandy GRAVEL with highcobble content. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.

3.15 - 6.0m Some thin fine to coarse sand bands

Dense brown very sandy GRAVEL with a high cobblecontent. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.

Very dense brown very sandy GRAVEL with a highcobble content. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.

Dense brown very sandy GRAVEL with a high cobblecontent. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.

Stiff brown sandy gravelly CLAY with a high cobblecontent. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of limestone.


N = 50/150 mm(14, 11, 21, 29)

N = 50/210 mm(7, 15, 16, 18, 16)

N = 50/265 mm(2, 6, 10, 11, 20, 9)

N = 50/260 mm(5, 9, 12, 14, 16, 8)

N = 23/60 mm(25, 27, 23)

N = 50/270 mm(4, 10, 11, 15, 15, 9)

N = 41(3, 4, 7, 9, 10, 15)

N = 50/260 mm(9, 0, 12, 14, 16, 8)

N = 24(3, 4, 4, 6, 6, 8)

N = 14/25 mm(25, 36, 14)

9.00 20NONO9.00 Seepage

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De

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Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


24-11-16 8.50 2.00 8.50 50mm SP



TypeTip Depth


SHEET


DB07

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,759.24 E221,980.26 N 22/11/2016


DATE COMMENCED



0.750.51


1.55.6

10.3

1.85.8

10.5

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

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EPA Export 20-10-2017:03:27:19

DAA58619 1.00

BAA58620 1.50

DAA58621 2.00

BAA58622 2.50

0.10

0.80

2.70

91.88

91.18

89.28

TOPSOIL

Firm brown sandy gravelly CLAY. Gravel is fine tocoarse subangular to subrounded of variouslithologies.

Very dense grey/brown sandy GRAVEL with highcobble content. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.

Obstruction - Possible large cobbles or bouldersEnd of Borehole at 2.70 m

N = 51(5, 6, 9, 12, 14, 16)

N = 50/225 mm(3, 9, 15, 16, 19)

Sta

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Sample LegendHand excavated pit to 1.20m. Obstruction / possible cobbles andboulders encountered at 2.70m. Borehole relocated 1m awayand rebored as DB08A.

Le

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(m)

Re

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De

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(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB08

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,737.61 E221,871.08 N 25/11/2016


DATE COMMENCED




IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:19

DAA58623 3.00

BAA58624 3.50

DAA58625 4.00

BAA58626 4.50

DAA58627 5.00

BAA58628 5.50

DAA58629 6.00

BAA58630 6.50

DAA58631 7.00

BAA58632 7.50

DAA58633 8.00

BAA58634 8.50

DAA58635 9.00

BAA58636 9.50

DAA58637 10.00

BAA58638 10.50

DAA58639 11.00

0.10

0.80

4.50

9.00

91.77

91.07

87.37

82.87

TOPSOIL

Firm brown sandy gravelly CLAY. Gravel is fine tocoarse subangular to subrounded of variouslithologies.

Dense grey/brown sandy GRAVEL with high cobblecontent. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.

Medium dense to dense brown/grey very sandy fine tomedium subrounded to subangular GRAVEL ofvarious lithologies

Very dense grey very sandy GRAVEL with mediumcobble content. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.

N = 44(3, 4, 7, 10, 12, 15)

N = 30(3, 5, 5, 8, 8, 9)

N = 22(1, 1, 2, 4, 6, 10)

N = 30(1, 0, 3, 7, 8, 12)

N = 31(2, 4, 5, 7, 9, 10)

N = 38(3, 5, 5, 10, 11, 12)

N = 50/240 mm(6, 8, 12, 15, 18, 5)

N = 50/275 mm(5, 10, 12, 14, 14, 10)

Sta

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(m)

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ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


28-11-16 10.00 2.00 10.00 50mm SP



TypeTip Depth

No water strike


SHEET


DB08A

REPORT NUMBER

Sheet 1 of 2

19600

ENGINEER Jacobs

CO-ORDINATES 291,737.18 E221,868.74 N 25/11/2016

DATE COMPLETED

DATE COMMENCED



0.50.75

1


2.13.3

11.5

2.33.512

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

28-11-16 10.00 2.00 10.00 50mm SP

0.50.75

1


2.13.3

11.5

2.33.512

For

insp

ectio

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right

owne

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uired

for a

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se.

EPA Export 20-10-2017:03:27:20

BAA58640 11.50

DAA58641 12.0012.0079.87


N = 50/220 mm(7, 9, 15, 16, 19)

28-11-16 10.00 2.00 10.00 50mm SP

0.50.75

1


2.13.3

11.5

2.33.512

Sta

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Le

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De

pth

(m)

Re

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ve

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De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

12

13

14

15

16

17

18

19

20

21

22

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


28-11-16 10.00 2.00 10.00 50mm SP



TypeTip Depth

No water strike


SHEET


DB08A

REPORT NUMBER

Sheet 2 of 2

19600

ENGINEER Jacobs

CO-ORDINATES 291,737.18 E221,868.74 N 25/11/2016

DATE COMPLETED

DATE COMMENCED



0.50.75

1


2.13.3

11.5

2.33.512

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

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for a

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EPA Export 20-10-2017:03:27:20

DAA58641 1.00

BAA58642 1.50

DAA58643 2.00

BAA58644 2.50

DAA58645 3.00

BAA58646 3.50

DAA58647 4.00

BAA58648 4.50

DAA58649 5.00

BAA58650 5.50

DAA58651 6.00

0.10

0.90

4.20

5.00

6.20

91.83

91.03

87.73

86.93

85.73

TOPSOIL

Very stiff brown sandy gravelly CLAY. Gravel is fine tocoarse subangular to subrounded of variouslithologies.

Dense to very dense brown clayey sandy GRAVELwith medium cobbble content. Gravel is fine to coarsesubangular to subrounded of various lithologies.Cobbles are subangular to subrounded of variouslithologies.

Medium dense brown clayey slightly gravelly fine tocoarse SAND. Gravel is fine to coarse subangular tosubrounded of various lithologies.

Vewry dense brown very clayey sandy GRAVEL withhigh cobble and low boulder content. Gravel is fine tocoarse subangular to subrounded of variouslithologies. Cobbles and boulders are subangular tosubrounded of various lithologies.


N = 50/150 mm(8, 12, 21, 29)

N = 22/50 mm(25, 28, 22)

N = 50/220 mm(3, 5, 14, 16, 20)

N = 22(3, 3, 3, 5, 5, 9)

N = 14/20 mm(25, 36, 14)

N = 50/70 mm(25, 50)

Sta

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(m)

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ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


30-11-16 5.50 1.00 5.50 50mm SP



TypeTip Depth

No water strike


SHEET


DB09

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,606.26 E221,773.48 N 30/11/2016


DATE COMMENCED



0.751


2.15.5

2.46.2

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

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right

owne

r req

uired

for a

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her u

se.

EPA Export 20-10-2017:03:27:20

DAA30302 1.00

BAA30303 1.50

DAA30304 2.00

BAA30305 2.50

DAA30306 3.00

0.10

1.10

3.20

89.95

88.95

86.85

TOPSOIL

Brown very clayey sandy GRAVEL with low cobblecontent. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.(Possible Fill)

Dense to very dense brown clayey sandy GRAVELwith high cobble and low boulder contnet. Gravel isfine to coarse subangular to subrounded of variouslithologies. Cobbles and boulders are subangular tosubrounded of various lithologies.


N = 35(4, 6, 7, 8, 8, 12)

N = 50/95 mm(10, 15, 24, 26)

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Sample LegendHand excavated pit to 1.20m. Obstruction / possible cobbles andboulders encountered at 3.20m. Borehole relocated 1m awayand rebored as DB10A.

Le

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(m)

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ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB10

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,490.08 E221,823.45 N 01/12/2016


DATE COMMENCED




IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

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right

owne

r req

uired

for a

ny ot

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se.

EPA Export 20-10-2017:03:27:20

0.10

1.00

2.60

90.01

89.11

87.51

TOPSOIL

Brown very clayey sandy GRAVEL with mediumcobble conent. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.(Possible Fill)

Brown very clayey sandy GRAVEL with high cobbleand low boulder content. Gravel is fine to coarsesubangular to subrounded of various lithologies.Cobbles and boulders are subangular to subroundedof various lithologies.


Sta

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pip

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Le

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De

pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB10A

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,490.96 E221,822.61 N 01/12/2016


DATE COMMENCED



11


22.5

2.52.6

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

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Conse

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for a

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EPA Export 20-10-2017:03:27:20

BAA56029 0.20

DAA56030 1.00

BAA56031 1.40

DAA56032 2.00

DAA56033 3.00

DAA56034 4.00BAA56035 4.00

DAA56036 5.00

0.20

1.40

2.50

5.00

91.19

89.99

88.89

86.39

MADE GROUND (comprised of grey gravelly CLAY)

Soft to firm brown sandy slightly gravelly CLAY.Gravel is fine to coarse subangular to subrounded ofvarious lithologies.

Very dense brown GRAVEL with high cobble content.Gravel is fine to coarse subagular to subrounded ofvarious lithologies. Cobbles are subangular tosubrounded of various lithologies.

Dense grey very clayey sandy GRAVEL with highcobble content. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various lithologies.


N = 8(1, 2, 1, 2, 1, 4)

N = 50/235 mm(8, 9, 11, 12, 14, 13)

N = 35(4, 6, 6, 8, 9, 12)

N = 32(3, 5, 5, 7, 9, 11)

N = 50/85 mm(10, 15, 25, 25)

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De

pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 51



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY J.Carr





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB11

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,401.39 E221,861.72 N 23/11/2016


DATE COMMENCED



0.51


2.44.86

2.65

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

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EPA Export 20-10-2017:03:27:20

DAA30314 1.00

BAA30315 1.50

DAA30316 2.00

BAA30317 2.50

DAA30318 3.00

BAA30319 3.50

DAA30320 4.00

BAA30321 4.50

DAA30322 5.00

BAA30323 5.50

DAA30324 6.00

BAA30325 6.50

DAA30326 7.00

BAA30327 7.50

DAA30328 8.00

BAA30329 8.50

DAA30330 9.00

0.20

1.50

4.10

9.00

93.38

92.08

89.48

84.58

MADE GROUND (comprised of Tarmac)

MADE GROUND (comprised of Lean-mix and angularGravel Fill)

MADE GROUND (comprised of brown sandy gravellyCLAY with angular cobbles)

Medium dense to dense brown slightly gravelly siltySAND with Gravel/Sand conglomerate from 8.50m.Sand is fine to coarse. Gravel is fine to mediumsubangular to subrounded of various lithologies.


N = 26(15, 10, 8, 4, 5, 9)

N = 31(3, 5, 5, 8, 8, 10)

N = 25(2, 6, 7, 5, 4, 9)

N = 33(4, 5, 8, 7, 8, 10)

N = 29(1, 1, 3, 6, 9, 11)

N = 36(2, 4, 5, 8, 9, 14)

N = 40(4, 6, 8, 10, 10, 12)

N = 50/105 mm(7, 18, 28, 22)

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Sample LegendHand excavated pit to 1.20m. Small spade lost down the holeafter drilling; unable to retrieve. Falling head permeability testperformed from 8.0 to 9.0m.

Le

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(m)

Re

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ve

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De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)


De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


20-12-16 8.00 3.00 8.00 50mm SP



TypeTip Depth

No water strike


SHEET


DB12

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,350.77 E221,964.12 N 19/12/2016


DATE COMMENCED



0.751.25


1.28.5

1.59

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

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right

owne

r req

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for a

ny ot

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EPA Export 20-10-2017:03:27:20

3.5095.65

MADE GROUND (Comprised of 35% grey sandygravel fill, 20% concrete and rubble, 10% old cablesand wires, 5% soft and hard plastic pieces, 5% steelrebar, 15% textile pieces, 5% glass pieces, 5% timberpieces)


N = 0(0, 0, 0, 0, 0, 0)

N = 33(4, 8, 8, 7, 9, 9)

N = 35(4, 6, 7, 6, 7, 15)

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Sample LegendHand excavated pit to 0.60m. Extensive re-bar found in pit. Pitprogressed with the assistance of tracked excavator (2hrs). Pitdug to 1.60m. Borehole terminated at 3.50m due to obstructionin Made Ground / Fill. Gas alarm reported to have soundedduring removal of casing. On Jacobs instruction, borehole laterrepositioned outside of landfill site and rebored as DB14A inadjacent grass field.

Le

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pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 51



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY J.Carr





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB14

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,202.79 E222,259.02 N 17/11/2016


DATE COMMENCED



0.51


2.23.4

2.33.5

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

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Conse

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right

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r req

uired

for a

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se.

EPA Export 20-10-2017:03:27:20

DAA30331 1.00

BAA30332 1.50

DAA30333 2.00

BAA30334 2.50

DAA30335 3.00

BAA30336 3.50

DAA30337 4.00

BAA30338 4.50

DAA30339 5.00

BAA30340 5.50

DAA30341 6.00

BAA30342 6.50

DAA30343 7.00

BAA30344 7.50

DAA30345 8.00

BAA30346 8.50

DAA30347 9.00

BAA30348 9.50

DAA30349 10.00

0.20

0.60

10.00

96.53

96.13

86.73

TOPSOIL

Soft brown very sandy gravelly CLAY. Gravel is fine tocoarse subangular to subrounded of variouslithologies.

Medium dense to dense brown slightly gravelly fine tocoarse SAND with some sandy gravel bands and lowcobble content. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of various litholgoies.


N = 36(3, 3, 5, 9, 10, 12)

N = 35(2, 2, 4, 7, 8, 16)

N = 27(3, 3, 4, 6, 7, 10)

N = 38(4, 5, 7, 9, 10, 12)

N = 50/250 mm(5, 9, 12, 15, 16, 7)

N = 32(2, 4, 5, 7, 8, 12)

N = 43(3, 6, 7, 10, 12, 14)

N = 46(2, 3, 8, 9, 12, 17)

N = 40(1, 3, 6, 8, 11, 15)

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Sample LegendHand excavated pit to 1.20m. Gas tap placed on 50mmmonitoring well. Borehole drilled in grass field adjacent tolandfill.

Le

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(m)

Re

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ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)


De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


22-12-16 9.00 1.00 9.00 50mm SP



TypeTip Depth

No water strike


SHEET


DB14A

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,176.62 E222,232.37 N 21/12/2016


DATE COMMENCED



0.5 Slow progress5.8 6

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:20

BAA56015 0.20

BAA56016 0.60

DAA56017 1.00

DAA56018 2.00

DAA56019 3.00

DAA56020 4.00

BAA56021 4.50

DAA56022 5.00

DAA56023 6.00

BAA56024 6.50

DAA56025 7.00

DAA56026 8.00BAA56027 8.00

DAA56028 9.00

0.200.40

2.00

9.00

99.9299.72

98.12

91.12

MADE GROUND (comprised of subangular tosubrounded COBBLES)

MADE GROUND (comprised of black slightly sandysilty clay 80%, cobbles 10%, timber 5%, plastic 5%)

MADE GROUND (comprised of brown/grey sandygravelly clay 45%, cobbles 30%, concrete pieces10%, red brick 5%, plastic 5%, steel 5%)

MADE GROUND (comprised of brown/grey clayeysandy gravel 30%, cobbles 20%, concrete pieces15%, timber 10%, plastic 10%, red brick 5%, steel5%, textiles 5%)


N = 14(2, 4, 3, 4, 4, 3)

N = 50/160 mm(10, 15, 15, 20, 15)

N = 27(3, 4, 4, 7, 7, 9)

N = 19(4, 5, 5, 5, 4, 5)

N = 8(4, 4, 3, 2, 2, 1)

N = 15(3, 4, 3, 2, 5, 5)

N = 19(4, 7, 4, 4, 6, 5)

Sta

nd

pip

eD

eta

ils


Sample LegendHand excavated pit to 1.20m. Borehole terminated at 9.0m onobstruction in Made Ground / Fill. On Jacobs instruction,borehole later rebored to locate natural ground. Boreholerebored as DB15A approximately 10m away.

Le

ge

nd

Re

f.N

um

be

r

Sa

mp

leT

yp

e

De

pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 51



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY J.Carr





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


22-11-16 8.00 1.00 8.00 50mm SP



TypeTip Depth

No water strike


SHEET


DB15

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,039.22 E222,353.40 N 21/11/2016


DATE COMMENCED



1 No progress8.8 9

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:20

BAA30310 1.50

BAA30311 4.50

1.80

3.80

7.00

98.38

96.38

93.18

MADE GROUND (comprised of clayey gravel 60%,rubble and crushed concrete 40%)

Firm brown sandy gravelly CLAY. Sand is fine tocoarse. Gravel is fine to coarse subrounded tosubangular of various lithologies. (Possible naturalground)

Brown very sandy GRAVEL. Sand is fine to coarse.Gravel is fine to coarse subrounded to subangular ofvarious lithologies.


Sta

nd

pip

eD

eta

ils


Sample LegendHand excavated pit to 1.20m. DB15A drilled approximately 10mfrom DB15 towards perimeter of landfill.

Le

ge

nd

Re

f.N

um

be

r

Sa

mp

leT

yp

e

De

pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)


De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth




TypeTip Depth

No water strike


SHEET


DB15A

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,031.79 E222,356.14 N 14/12/2016


DATE COMMENCED



0.50.5


1.56.4

1.76.6

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:20

ENVAA59366 0.25

ENVAA59367 0.50

ENVAA59368 1.00DAA59369 1.00

BAA59370 1.50

ENVAA59371 2.00DAA59372 2.00

BAA59373 2.50

ENVAA59374 3.00DAA59375 3.00

BAA59376 3.50

ENVAA59377 4.00DAA59378 4.00

BAA59379 4.50

ENVAA59380 5.00DAA59381 5.00

BAA59382 5.50

ENVAA59383 6.00DAA59384 6.00

BAA59385 6.50

ENVAA59386 7.00DAA59387 7.00

BAA59388 7.50

ENVAA59389 8.00DAA59390 8.00

BAA59391 8.50

0.10

0.80

4.00

8.00

8.80

79.11

78.41

75.21

71.21

70.41

TOPSOIL


Brown/grey silty sandy fine to coarse GRAVEL.Gravel is subangular to subrounded of variouslithologies.

Brown/grey fine to coarse GRAVEL with some lensesof gravelly sand and a medium cobble content. Gravelis subangular to subrounded of various lithologies.Cobbles are subangular to subrounded of limestone.

Stiff brown slightly sandy very gravelly CLAY with ahigh cobble content. Gravel is fine to coarsesubangular to subrounded of various lithologies.Cobbles are subangular to subrounded of limestone.


4.00Nil

1.70 201.40No1.70

4.008.80

1.201.20

End of 1st DayEnd of BH

26-10-1627-10-16

Slow

Sta

nd

pip

eD

eta

ils


Sample LegendHand excavated pit to 1.20m. Falling head permeability testcarried out from 2.0 to 3.0m and from 7.70 to 8.70m.

Le

ge

nd

Re

f.N

um

be

r

Sa

mp

leT

yp

e

De

pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


27-10-16 7.50 1.50 7.50 50mm SP



TypeTip Depth


SHEET


RM01

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,471.57 E222,502.97 N 26/10/2016


DATE COMMENCED



IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:20

ENVAA59392 0.25

ENVAA59393 0.50

ENVAA59394 1.00DAA59395 1.00

BAA59396 1.50

ENVAA59397 2.00DAA59398 2.00

BAA59399 2.50

DAA54751 3.00ENVAA59400 3.00

BAA54752 3.50

ENVAA54753 4.00DAA54754 4.00

BAA54755 4.50

ENVAA54756 5.00DAA54757 5.00

BAA54758 5.50

ENVAA54759 6.00DAA54760 6.00

BAA54761 6.50

0.20

1.101.30

6.90

79.22

78.3278.12

72.52

TOPSOIL

Soft brown sandy slightly gravelly CLAY. Gravel isfine to coarse subangular to subrounded of variouslithologies.

Soft grey gravelly slightly sandy SILT. Gravel is fine tocoarse subangular to subrounded of variouslithologies.

Dense grey slightly sandy GRAVEL with occasionalsilty sand pockets and medium cobble content. Gravelis fine to coarse rubrounded to subangular of variouslithologies. Cobbles are subrounded to subangular oflimestone.


5.005.00

2.00 201.30No2.00

5.005.00

1.301.30


28-10-1601-11-16

Slow

Sta

nd

pip

eD

eta

ils



Le

ge

nd

Re

f.N

um

be

r

Sa

mp

leT

yp

e

De

pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


01-11-16 6.30 1.50 6.30 50mm SP



TypeTip Depth


SHEET


RM02

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,460.75 E222,463.30 N 28/10/2016


DATE COMMENCED



0.5 No progress6.8 6.9

IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:20

ENVAA59792 0.25

ENVAA59793 0.50

ENVAA59794 1.00DAA59795 1.00

BAA59796 1.50

ENVAA59797 2.00DAA59798 2.00

BAA59799 2.50

DAA53601 3.00ENVAA59800 3.00

BAA53602 3.50

ENVAA53603 4.00DAA53604 4.00

BAA53605 4.50

ENVAA53606 5.00DAA53607 5.00

BAA53608 5.50

ENVAA53609 6.00DAA53610 6.00

0.20

0.70

1.301.50

3.00

5.60

6.50

79.75

79.25

78.6578.45

76.95

74.35

73.45

TOPSOIL

Soft brown slightly sandy very gravelly CLAY. Gravelis fine to coarse subangular to subrounded of variouslithologies.

Soft mottled brown/grey mottled slightly sandy fibrousSILT

Soft mottled brown/grey very gravelly fibrous SILT.Gravel is fine to medium of various lithologies.

Grey slightly sandy silty fine to coarse subrounded tosubangular GRAVEL of various lithologies

Grey fine to coarse GRAVEL with medium cobblecontent. Gravel is subrounded to subangular ofvarious lithologies. Cobbles are subrounded tosubangular of limestone.

Stiff brown slightly sandy very gravelly CLAY with highcobble content. Gravel is fine to coarse subangular tosubrounded of various lithologies. Cobbles aresubangular to subrounded of limestone.


3.00

2.50 201.60No2.50

3.00 1.50 Start of 2nd Day10-11-16

Slow

Sta

nd

pip

eD

eta

ils


Sample LegendHand excavated pit to 1.20m. Falling head permeability testscarried out from 2.20 to 3.20m and from 5.0 to 6.0m.

Le

ge

nd

Re

f.N

um

be

r

Sa

mp

leT

yp

e

De

pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


10-11-16 5.00 2.00 5.00 50mm SP



TypeTip Depth


SHEET


RM03

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,480.67 E222,367.85 N 09/11/2016


DATE COMMENCED




IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:20

ENVAA54776 0.25

ENVAA54777 0.50

ENVAA54778 1.00DAA54779 1.00

BAA54780 1.50

ENVAA54781 2.00DAA54782 2.00

BAA54783 2.50

ENVAA54784 3.00DAA54785 3.00

BAA54786 3.50

ENVAA54787 4.00DAA54788 4.00

BAA54789 4.85ENVAA54790 5.00

DAA54791 5.00

BAA54792 5.50

ENVAA54793 6.00DAA54794 6.00

BAA54795 6.50

ENVAA54796 7.00DAA54797 7.00

BAA54798 7.50

0.40

1.30

3.00

7.50

79.78

78.88

77.18

72.68

TOPSOIL

Soft brown very sandy slightly gravelly CLAY withoccasional tree roots. Gravel is fine to mediumsubangular to subrounded of various lithologies.

Brown/grey silty sandy fine to coarse subangular tosubrounded GRAVEL of various lithologies

Dense grey sandy fine to coarse subangular tosubrounded GRAVEL with a high cobble and lowboulder content. Cobbles and boulders aresubangular to subrounded of limestone.

5.50 - 6.50m Some very gravelly sand lenses


Sta

nd

pip

eD

eta

ils


Sample LegendHand excavated pit to 1.20m. Falling head permeability testscarried out from 2.0 to 3.20m and from 6.50 to 7.50m.

Le

ge

nd

Re

f.N

um

be

r

Sa

mp

leT

yp

e

De

pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


07-11-16 7.00 2.00 7.00 50mm SP



TypeTip Depth

No water strike


SHEET


RM04

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,507.46 E222,333.10 N 04/11/2016


DATE COMMENCED




IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:20

ENVAA54799 0.25

ENVAA54800 0.50

ENVAA59751 1.00DAA59752 1.00

BAA59753 1.50

ENVAA59754 2.00DAA59755 2.00

BAA59756 2.50

ENVAA59757 3.00DAA59758 3.00

BAA59759 3.50

ENVAA59760 4.00DAA59761 4.00

BAA59762 4.50

ENVAA59763 5.00DAA59764 5.00

BAA59765 5.50

ENVAA59766 6.00DAA59767 6.00

BAA59768 6.50

ENVAA59769 7.00DAA59770 7.00

BAA59771 7.50

0.20

1.10

1.70

3.00

7.70

80.31

79.41

78.81

77.51

72.81

TOPSOIL

Soft brown very sandy CLAY with occasional treeroots

Soft grey slightly sandy SILT with occasional roots

Grey very silty sandy fine to coarse subrounded tosubangular GRAVEL of various lithologies

Grey slightly sandy GRAVEL with medium cobblecontent and sand/gravel conglomerates at 4.20m andvery sandy gravel lenses from 6.50m to 7.70m.Gravel is fine to coarse subrounded to subangular ofvarious lithologies. Cobbles are subrounded tosubangular of limestone.


3.00

2.40 201.40No2.40

3.00 1.40 Start of 2nd day08-11-16

Slow

Sta

nd

pip

eD

eta

ils



Le

ge

nd

Re

f.N

um

be

r

Sa

mp

leT

yp

e

De

pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


08-11-16 6.70 2.50 6.70 50mm SP



TypeTip Depth


SHEET


RM05

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,552.77 E222,256.20 N 07/11/2016


DATE COMMENCED



IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:20

ENVAA59772 0.25

ENVAA59773 0.50

ENVAA59774 1.00DAA59775 1.00

BAA59776 1.50

ENVAA59777 2.00DAA59778 2.00

BAA59779 2.50

ENVAA59780 3.00DAA59781 3.00

BAA59782 3.50

ENVAA59783 4.00DAA59784 4.00

BAA59785 4.50

ENVAA59786 5.00DAA59787 5.00

BAA59788 5.50

ENVAA59789 6.00DAA59790 6.00

BAA59791 6.50

ENVAA59792 7.00DAA59793 7.00

BAA59794 7.50

0.10

1.10

1.60

2.10

2.40

5.00

6.50

80.70

79.70

79.20

78.70

78.40

75.80

74.30

TOPSOIL

Soft brown sandy gravelly CLAY with occasionalroots. Gravel is fine to coarse subangular tosubrounded of various lithologies.

Soft mottled brown/grey slightly sandy fibrous SILT

Soft grey sandy SILT with some small white marlpieces

Soft grey sandy very gravelly SILT. Gravel is fine tocoarse subangular to subrounded of variouslithologies.

Grey slightly sandy fine to coarse subangular tosubrounded GRAVEL of various lithologies

Grey coarse GRAVEL with high cobble content.Gravel is subrounded ot subangular of variouslithologies. Cobbels are subrounded to subangular oflimestone.


Sta

nd

pip

eD

eta

ils



Le

ge

nd

Re

f.N

um

be

r

Sa

mp

leT

yp

e

De

pth

(m)

Re

co

ve

ry

De

pth

(m

)

Comments

REMARKS

Time(h)

From (m) To (m)

PROCESSED BY F.C

De

pth

(m

)

Samples

RIG TYPE Dando 2000


ENERGY RATIO (%) 53



Ele

va

tio

n

0

1

2

3

4

5

6

7

8

9

10

11

BOREHOLE NO.

BORED BY P.Thomas





WaterStrike

Comments

Date RZ Top

Time(min)

RZ Base

CasingDepth

SealedAt

RiseTo

DateHole

DepthCasingDepth


09-11-16 6.00 2.50 6.00 50mm SP



TypeTip Depth

No water strike


SHEET


RM06

REPORT NUMBER

Sheet 1 of 1

19600

ENGINEER Jacobs

CO-ORDINATES 291,602.33 E222,182.30 N 08/11/2016


DATE COMMENCED




IGS

L B

H L

OG

19600.G

PJ

IGS

L.G

DT

2/5

/17

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 20-10-2017:03:27:20

attachment e: igsl ltd., 2017. additional monitoring ... · kerdiffstown landfill remediation...

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