ATTACHMENT I.4 BASELINE REPORT (PART 4)

Transcription

1 ATTACHMENT I.4 ASELINE REPORT (PART 4) EPA Export :23:40:40

2 Unit 12, Owenacurra usiness Park, Midleton, Co. Cork T F E geotechnical@priority.ie MEITE, PROJECTS SPATS GROUN INVESTIGATION RAFT REPORT NO. Client: Medite Europe Ltd. Redmondstown Clonmel Co. Tipperary Engineer: RPS Consulting Engineers, Innishmore, allincollig, Co. Cork 27/03/2014 EPA Export :23:40:40

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4 TALE OF CONTENTS 1 INTROUCTION SCOPE OF WORKS REPORTING THE SITE PULISHE GEOLOGY edrock Superficial eposits Hydrology FIELWORK GENERAL EXPLORATORY HOLES SAMPLING GROUNWATER MONITORING INSITU TESTING LAORATORY TESTING SOIL TESTING ROCK TESTING GROUN CONITIONS GROUNWATER SUMMARY APPENICES APPENIX A EXPLORATORY HOLE RECORS APPENIX LAORATORY RESULTS APPENIX C EXPLORATION LOCATION PLANS Rp_01 i 27/03/2014 EPA Export :23:40:40

5 1 INTROUCTION 1.1 SCOPE OF WORKS In November, 2013, Priority Geotechnical (PGL) were requested by RPS Consulting Engineers, on behalf of their Client; Medite Europe, to undertake an ground investigation for the proposed new manufacturing facility and wood production plant at Redmonstown, Clonmel, Co. Tipperary. The purpose of the investigation was to provide details of the ground and groundwater conditions within the 2.825Ha site to allow for the design for the proposed facility buildings, structures, hardstanding access roads and utilities. The investigation, which was specified by RPS, initially comprised of; twelve (12) number cable percussion boreholes, four (4) number rotary boreholes, twelve (12) number trial pit excavations, two (2) number standpipe well installations, all appropriate sampling, in situ testing, laboratory work and factual reporting. The fieldworks were undertaken between the 10 th of ecember, 2013 and the 07 th of February, The scope of works was subsequently revised, in consultation with PGL, to reflect changes to the proposed site layout. The final works as completed are detailed in Section 3.2 of this report. The ground investigation was carried out in accordance with the contract specification: Specification and Related ocuments for Ground Investigation in Ireland (Engineers Ireland, October 2006), Eurocode 7 Geotechnical esign Part 2, ground investigation and testing (S EN 19972: 2007) and the relevant ritish Standards. 1.2 REPORTING This factual, geotechnical data report, (_Rp_01) presents the factual records for the fieldwork with respect to the ground investigation contract undertaken for Project SPATS, Medite Clonmel. Rp_ /03/2014 EPA Export :23:40:40

6 2 THE SITE The greenfield site was located immediately North of the existing Medite Facility. The site location is outlined on the exploration location layout presented in APPENIX C of this report. 2.1 PULISHE GEOLOGY edrock The Geological Survey of Ireland, 1:100,000 mapping (Sheet 22) indicated the geology of the study area is characterised by Walsortian Limestone Formations (WA). The Silverspring Formation (SS) lay immediately North of the study area. While the Walsortian Limestone is known to be susceptible to karst features, a search of the GSI karst data base indicated no such features within a 5km radius. The dolomitised Limestone North of the site presented numerous karst features. Karst was not considered a geohazard at the site Superficial eposits A review of Teagasc subsoil mapping in the vicinity of the study area indicated glacial till derived from Namurian Shales and Sandstones (TNSSs). edrock outcropping was noted approximately 800m west of the site at Powerstown Hydrology A review of the OPW flood mapping identified some localised recurring localised flooding in the vicinity of the study area. Rp_ /03/2014 EPA Export :23:40:40

7 3 FIELWORK 3.1 GENERAL The fieldwork was carried out in general accordance with S EN19972: 2007, Eurocode 7 Geotechnical esign, Part 2, Ground investigation and testing and S 5930 (1999) Code of Practice for Site Investigation and Part 9 of S 1377 (1990), Method of Tests for Soil for Civil Engineering Purposes. etails of the equipment and plant used are presented below. Operation Equipment Nominal diameter, mm Flush Comments Cable percussion boring ando mm N/A Standard Penetration Test, Nspt values obtained, bulk disturbed sampling, visual assessment of ground and groundwater conditions, Trial pit 13t excavator L x x N/A ulk disturbed sampling visual assessment of ground and groundwater conditions. Plate load test, Infiltration test (RE 365) Rotary coring Soil Mech PSM 8G 131mm OEX and 76mm core double lined barrel Compressed airmist Standard Penetration Test, Nspt values, Rock coring, standpipe well construction. The exploration locations were agreed with RPS and set out from existing features and the coordinates provided subject to access. The exploration locations were subsequently surveyed using Trimble 5700/5800 GPS equipment to the Ordinance Survey Irish National Grid system of coordinates (ING75) and elevations to Malin Head datum. The exploratory locations were shown on the Exploratory Location Plan (dwg. No.: SI01) presented in APPENIX C of this factual report. Rp_ /03/2014 EPA Export :23:40:40

8 3.2 EXPLORATORY HOLES The exploratory holes as completed during the ground investigation are listed in the following table: SUMMARY OF EXPLORATORY HOLES Type Quantity epth Range Remarks Cable percussion boreholes 19No. 0.5m to 14.4m H01, H02, H03, H04, H05, H06, H07, H08, H08A, H09, H10, H11, H12, H13, H13A, H14, H15, H16 and H17. Rotary boreholes 6No. 15.0m to 20.2m RC01, RC02, RC03, RC04, RC05 and RC06 22No 1.4m to 4.5m TP01, TP02, TP03, TP04, TP05, TP06, TP07, TP08, TP09, TP10, TP11, TP12, TP13, TP14, TP15 and TP16. Trial pit excavations 1.6m to 2.1m SK01 and SK02 1.5m PT01, PT02, PT03 and PT04 The exploration records are presented in APPENIX A of this factual report and should be read in conjunction with the key sheets included. The records provide descriptions, in accordance with S 5930 (1999) +A2: 2010 and Eurocode 7, Identification and classification of soils, Part 1, Identification and description (S EN ISO : 2002), of the materials encountered and details of the samples taken, together with any observations made during the investigation. 3.3 SAMPLING A total of one hundred and forty (140) bulk disturbed samples (), sixty five (65) small disturbed samples (), one (1) water sample and continuous rock core (C) were taken. Rp_ /03/2014 EPA Export :23:40:40

9 3.4 GROUNWATER MONITORING Groundwater was recorded when encountered during boring and trial pit excavations. Groundwater levels were monitored over a period of 20 minutes noting any changes that may occur. It must be noted that the normal rate of cable percussion drilling may not permit the recording of equilibrium groundwater levels. Groundwater may be excluded from the boring as the casing progresses, particularly in cohesive deposits. Groundwater level should be assessed from 50mm standpipe installations. Groundwater monitoring standpipe wells were installed under instruction, otherwise the exploratory boreholes were backfilled with arisings and bentonite grout. GRAVEL ackfill to installation/ borehole GROUT ackfill to installation/ borehole ENTONITE ackfill to installation/ borehole upvc slotted pipe 3.5 INSITU TESTING Standard penetration tests, Nspt values, were carried out in the cable percussion and rotary boreholes. The Standard Penetration Test was carried out in accordance with Geotechnical Investigation and Testing, Part 3 Standard penetration test, S EN ISO :2005+A1:2011. The data was presented on the relevant logs in APPENIX A and presented graphically herein. A single in situ falling head permeability tests were carried out in 200mm diameter borehole casing at location H17. Insitu permeability testing was carried out in accordance with S5930: 1999, Section 4: Cl. 25.4, within the superficial deposits over duration of one (1) hour, as detailed on the borehole log, APPENIX A of this report. The processed test data was presented on the relevant borehole logs presented in APPENIX A of this factual report. Rp_ /03/2014 EPA Export :23:40:40

10 The shape or intake factor, f was derived from the condition at the base of the borehole at the test depth and test geometry as per Hvorslev (1951). The ratio L/d was 1.5, the casing being 0.3m above the test depth, giving a shape (or intake) factor, f of 5 to 7; where permeability in the soil was assumed equal in both horizontal and vertical direction, k H / k V = 1. Infiltration tests were carried out in general accordance with the RE igest 365, 2007 Soakway esign Standards. ue to the duration for the pit to drain a single cycle of infiltration was undertaken at SK01 and not the three cycles outlined in the standard. Infiltration was very poor with this pit failing to drain after a period of 24hours where groundwater was at a depth 1.15m bgl. There was no groundwater encountered at test location SK02 to a depth 2.1m bgl. Again a single cycle of drainage was undertaken. The data from the testing was presented in APPENIX A accompanying the relevant exploratory records. Plate loading tests were undertaken using 750mm diameter plate and 13t tracked excavator for reaction, in accordance with EC7 Geotechnical design Pt. 2, ground investigation and testing, EN 19972:2001 (E), Cl. 4.11, Plate loading test (Annex K). The data was presented on the relevant logs in APPENIX A. Type No. Remarks Standard Penetration Test 30 N values ranging from N SPT = 3 to 55 including (refusal >50) Nspt avg = 35 RE 365 soakway test 2 f = ms ms 1 Falling head permeability test 1 K = 2.33 x 10 6 ms 1 (H17) Plate loading test 4 K MN/m/m to 38MN/m/m CR est 2% to 5% Rp_ /03/2014 EPA Export :23:40:40

11 The distribution of uncorrected Nspt values with depth (m, below existing ground level, bgl) is presented graphically below. Values of Nspt >50 (refusal) where the full set of 4 number 75mm increments were not achieved have not been plotted. Uncorrected Nspt value epth (m bgl) RC06 RC05 RC04 RC02 RC01 H17 H16 H15 H14 H13 H12 H11 H10 H09 H07 H06 H05 H04 H03 H02 Rp_ /03/2014 EPA Export :23:40:40

12 4 LAORATORY TESTING All samples were transported to Priority Geotechnical s laboratory in Midleton, Co. Cork examined and prepared for scheduled testing. Tests were scheduled by PGL being approved by RPS. Testing was carried out by PGL in accordance with S1377 (1990), Methods of test for soils for civil engineering purposes and the ISRM suggested methods for rock characterisation, testing and monitoring. 4.1 SOIL TESTING SUMMARY OF LAORATORY TESTING UNERTAKEN ON OVERUREN SOILS SUPERFICIAL EPOSITS Type No. Remarks Natural Moisture Content 47 9% to 28% Atterberg Limits 30 Liquid Limit, LL 22% to 41% Plastic Limit, PL 14% to 24% Plasticity Index, PI 8 to 17 Particle Size istribution 48 25No. hydrometer analysis on fine soils ph 16 ph to SO 4 soluble 16 SO g/l to 0.049g/l Chloride 12 0% (nondetected) Loss on ignition % to 3.21% ry density moisture content 5 Optimum moisture content 9.1% to 9.8% relationship (2.5kg) Maximum dry density Mg/m 3 10% 19% Moisture Condition Value, to 7.4 MCV Moisture Condition Value 2 TP03 at 1.5m and TP06 at 1.5m moisture content relationship California earing Ratio, CR 9 <1% to 1.5% at natural moisture contents California earing Ratio 2 TP05 at 0.5m and 1.5m moisture content relationship Rp_ /03/2014 EPA Export :23:40:40

13 4.2 ROCK TESTING SUMMARY OF LAORATORY TESTING UNERTAKEN ON ROCK SOLI GEOLOGY Type No. Remarks Point Load Index, I P MPa to 6.8MPa Rp_ /03/2014 EPA Export :23:40:40

14 5 GROUN CONITIONS The site was characterised by glacial deposits (oulder Clay), slightly sandy gravelly CLAY with variable Cobbles and oulder content to depths of 3.0m below existing ground level (bgl) to 20.2m bgl (RC01). There was an increase in Gravel and Cobble content below depths of 2.0m bgl. Clayey (very) sandy GRAVEL was identified below 1.8m bgl (H12) and 4.0m bgl (H04) to depths of 7.0m bgl and below a depth 8.0m bgl (H07) to a depth 14.4m bgl. Chiselling records indicated coarse particles (obstructions) below depths of 0.9m bgl (H08A) to 2.6m bgl (H02), with stiff or dense deposits below depths of 6.0m bgl to 9.0m bgl. Topsoil where encountered was typically 300mm thick. The bedrock profile was varied within the site. LIMESTONE was encountered at a depth 14.5m bgl at RC03 and RC06. LIMESTONE was encountered at a depth 4.5m bgl at RC04. The Limestone was described as medium strong to strong. ased on the Standard Penetration Test (SPT) N SPT values, the CLAY was described as soft to firm to firm to stiff (N SPT 5 to 17). H09/ H15 and H17 indicated stiff deposits below a depth 2.8m bgl to 5.0m bgl (N SPT 21 to 31). The N SPT data obtained from the rotary coring correlated with this. The N SPT values indicated the GRAVEL deposits to be medium dense (N SPT 13 to 26). The refusal N SPT values > 50 were attributed to the Cobbles and oulders present within the glacial deposits. Tactile assessment of the soil strength, indicated soft to firm glacial deposits. Rp_ /03/2014 EPA Export :23:40:40

15 5.1 GROUNWATER Groundwater was noted in cable percussion at a depth of between 5.0m bgl to 9.4m bgl. Groundwater was noted in rotary boreholes at a depth of between 3.0m bgl to 18.7m bgl. Groundwater was noted in trial pit excavations at a depth of between 1.4m bgl to 3.9m bgl. Three (3) number 50mm diameter standpipe wells were constructed to allow for groundwater monitoring. etails of the ground water are presented graphically on the relevant exploratory logs within APPENIX A of this factual report. It should be appreciated that seasonal fluctuations in groundwater levels may occur. The details reflect the ground water regime at the time of the investigation. See also detail Section 3.4 in relation to the possible sealingoff of groundwater as the borehole casing advances. SUMMARY OF GROUNWATER STRIKES H Location Groundwater strike, m bgl Rose to after 20 minutes, m bgl Comments H01 No groundwater encountered. H02 No groundwater encountered. H H04 No groundwater encountered. H05 No groundwater encountered. H06 H H08 No groundwater encountered. H09 No groundwater encountered. H10 No groundwater encountered. H11 No groundwater encountered. H12 No groundwater encountered. H13 No groundwater encountered. H14 No groundwater encountered. H15 No groundwater encountered. H16 No groundwater encountered. H17 No groundwater encountered. In situ permeability test Standpipe installed Rp_ /03/2014 EPA Export :23:40:40

16 SUMMARY OF GROUNWATER STRIKES RC Location RC01 RC02 Groundwater strike, m bgl Comments See shift data See shift data 17.6 Standpipe installed RC03 14 See shift data RC Standpipe installed RC See shift data RC See shift data SUMMARY OF GROUNWATER STRIKES TP Location Groundwater strike, m bgl TP01 None encountered. TP02 None encountered. TP03 None encountered. TP04 None encountered. Comments TP Slow inflow at 3.9m. TP06 None encountered. TP07 None encountered. TP08 None encountered. TP09 None encountered. TP10 None encountered. TP11 None encountered. TP Slow inflow at 3.4m. TP Trickle at 0.9m assumed perched water. TP14 None encountered. TP15 None encountered. TP16 Slow inflow at 0.8m assumed perched 0.8 water. 1.4 Steady inflow at 1.4m. SK Steady inflow at 1.15m. SK02 None encountered. Rp_ /03/2014 EPA Export :23:40:41

17 6 SUMMARY 1. The site was characterised by glacial deposits of soft becoming stiff slightly sandy gravelly CLAY and medium dense clayey sandy GRAVEL with variable Cobble and oulder content were encountered to depths of 14.5m bgl to 20.2m bgl. 2. The bedrock profile was varied within the site. LIMESTONE was encountered at a depth 4.5m bgl to 14.5m bgl. 3. Further details of the ground conditions encountered are provided for on the exploratory records and the photographic records in APPENIX A of this factual report. 4. Groundwater was encountered between 1.4m bgl and 18.7m bgl. etails of ground water encountered are presented on the relevant exploratory log presented in APPENIX A of this report and section Three (3) 50mm standpipe were installed to allow for groundwater monitoring. 6. Laboratory testing was undertaken to determine environmental characteristics of the soil encountered during the ground investigation. The laboratory test data is presented in APPENIX of this factual report. 7. An exploratory location plan is presented in APPENIX C of this factual report. Rp_ /03/2014 EPA Export :23:40:41

18 APPENIX A EXPLORATORY HOLE AN PHOTOGRAPHIC RECORS Cable percussion boreholes Rotary boreholes Trial pits H01, H02, H03, H04, H05, H06, H07, H08, H08A, H09, H10, H11, H12, H13, H13A, H14, H15, H16 and H17. RC01, RC02, RC03, RC04, RC05 and RC06 TP01, TP02, TP03, TP04, TP05, TP06, TP07, TP08, TP09, TP10, TP11, TP12, TP13, TP14, TP15 and TP16. SK01 and SK02 PT01, PT02, PT03 and PT04 EPA Export :23:40:41

19 KEY TO SYMOLS ON EXPLORATORY HOLE RECORS All linear dimensions are in metres or millimetres ESCRIPTIONS ** rillers escription Friable Easily crumbled SAMPLES U( ) Undisturbed 102mm diameter sample, ( ) denotes number of blows to drive sampler U( )F, U( )P F not recovered, P partially recovered U38 Undisturbed 38mm diameter sample P(F), (P) Piston sample disturbed ulk sample disturbed Jar Sample disturbed W Water Sample CR California earing Ratio mould sample ES Chemical Sample for Contamination Analysis SPTLS Standard Penetration Test S lump sample from split sampler CORE RECOVERY AN ROCK QUALITY TCR Total Core Recovery (% of Core Run) SCR Solid Core Recovery (length of core having at least one full diameter as % of core run) RQ Rock Quality esignation (length of solid core greater than 100mm as % of core run) Where there is insufficient space for the TCR, SCR and RQ, the results may be found in the remarks column If Fracture Spacing in mm (Minimum/Average/Maximum) NI non intact, NR no recovery AZCL Assumed Zone of Core Loss NI Non intact GROUNWATER ate/water INSITU TESTING S C SW Ivp, HVp (R) K(F), (C), (R), (P) HP Groundwater strike Groundwater level after standing period ate of shift (day/month)/epth to water at end of previous shift shown above the date and depth to water at beginning of shift given below the date Standard Penetration Test split barrel sampler Standard Penetration Test solid 60⁰ cone Self Weight Penetration In Situ Vane Test, Hand Vane Test (R) demonstrates remoulded strength Permeability Test Hand Penetrometer Test MEASURE PROPERTIES N Standard Penetration Test blows required to drive 300mm after seating drive x/y enotes x blows for y mm within the Standard Penetration Test x*/y enotes x blows for y mm within the seating drive c u Undrained Shear Strength (kn/m 2 ) CR California earing Ratio ROTARY RILLING SIZES Index Letter N H P S Nominal iameter (mm) orehole Core Key Sheet EPA Export :23:40:41

20 Coords: rilled y W Logged y JMS E N orehole No H01 Sheet 1 of 1 Hole Type Cable Percussion Client: Medite, Europe ates: 27/01/2014 Level: m AO 1:50 Well / Water Samples & In Situ Testing ackfillstrikes epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription Slightly sandy slightly gravelly CLAY (25,25/25) End of orehole at 0.60 m Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 0.60m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool 0.60 to Chisel Shift (dd/mm/yyyy) Casing depth Remarks 27/01/ m Start of orehole 27/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

21 Coords: E N rilled y W Logged y MC orehole No H02 Sheet 1 of 1 Hole Type Cable Percussion Client: Medite, Europe ates: 16/01/201316/12/2013 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription rown, slightly sandy slightly gravelly CLAY. Sand is fine to coarse. Gravel is fine to medium, subangular to subrounded N=8 (2,2/2,2,2,2) N=15 (5,4/4,3,4,4) Firm, brown, slightly sandy, gravelly CLAY with medium cobble content. Sand is fine to coarse. Gravel is fine to medium, subangular to subrounded. Increase in gravel content below 2.0m (12,12/25,25) Chiselled from 3.0m to 3.1m for 1 hour. End of orehole at 3.10 m Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando Hole Information: Hole epth Hole iameter Casing iameter 3.10m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 16/12/ m Start of orehole 16/12/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

22 Coords: rilled y W Logged y MC E N orehole No H03 Sheet 1 of 1 Hole Type Cable Percussion Client: Medite, Europe ates: 16/01/201417/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription Topsoil. rown, slightly gravelly, sandy CLAY N=8 (2,2/2,2,2,2) Soft to firm, slightly sandy gravelly CLAY with medium cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to rounded. Cobbles are angular to rounded, 150mm dia N=11 (2,3/3,2,3,3) Increase in gravel content below 2.0m. ecoming firm N=17 (4,4/3,4,5,5) N=16 (2,3/3,4,5,4) N=26 (5,5/7,7,7,5) N=25 (3,6/5,5,5,10) Medium dense, clayey sandy GRAVEL with medium cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to rounded. Cobbles are angular to rounded, 60200mm dia. Increase in sand content below 5.0m. Medium dense, clayey sandy GRAVEL. Sand is fine to coarse. Gravel is fine to coarse, angular to rounded (15,4/25,25 for 2mm) Chiselled from 7.0m to 7.1m for 1 hour. End of orehole at 7.10 m 7 8 Struck Rose to After Sealed Comment 5.00m 4.10m 15min Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 7.10m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 16/01/ m Start of orehole 16/01/ m End of shift 17/01/ m Start of shift 17/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

23 Coords: rilled y W Logged y MC E N orehole No H04 Sheet 1 of 1 Hole Type Cable Percussion Client: Medite, Europe ates: 15/01/201416/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription Topsoil. Light brown CLAY N=9 (2,2/2,2,2,3) Firm, brown, slightly sandy gravelly CLAY. Sand is fine to coarse. Gravel is fine to medium, angular N=8 (2,2/2,2,2,2) Firm, brown, slightly sandy gravelly CLAY with low cobble content and rootlets. Gravel is fine to coarse, subangular to rounded. Sand is fine to coarse N=15 (4,5/5,4,3,3) N=13 (3,3/3,4,3,3) N=13 (4,3/3,3,4,3) 25 (25,25/25) Firm, brown, slightly sandy gravelly CLAY with medium cobble content. Gravel is fine to coarse, subangular to rounded. Sand is fine to coarse. Cobbles are subangular to subrounded, 60100mm dia. Medium dense, brown, clayey gravelly SAN with high cobble content. Gravel is fine to coarse, subangular to rounded. Sand is fine to coarse. Cobbles are subangular to subrounded, 6070mm dia. Medium dense, brown, very clayey very sandy GRAVEL with medium cobble content. Sand is fine to coarse. Gravel is fine to coarse, subangular to rounded. Cobbles are subangular to subrounded, 6070mm dia. Water added to aid drilling at 5.0m. Chiselled from 6.0m to 6.1m for 1 hour. End of orehole at 6.10 m Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando Hole Information: Hole epth Hole iameter Casing iameter 6.10m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool 6.00 to Chisel Shift (dd/mm/yyyy) Casing depth Remarks 15/01/ m Start of orehole 15/01/ m End of shift 16/01/ m Start of shift 16/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

24 Coords: E N rilled y W Logged y MC orehole No H05 Sheet 1 of 1 Hole Type Cable Percussion Client: Medite, Europe ates: 16/12/201317/12/2013 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Topsoil. Stratum escription rown, slightly gravelly sandy SILT. Gravel is fine to medium, subangular. Sand is fine to coarse N=5 (2,1/1,1,2,1) Loose, becoming medium dense, brown, clayey very sandy GRAVEL with high cobble content. Sand is fine to coarse. Gravel is fine to medium, subangular N=13 (2,2/3,4,3,3) N=10 (3,2/3,3,2,2) N=25 (3,2/3,7,5,10) N=15 (4,4/3,4,4,4) N=22 (4,5/5,7,5,5) Firm, brown, slightly sandy slightly gravelly CLAY with low cobble content. Sand is fine to coarse. Gravel is fine to medium, subangular. Medium dense, clayey very sandy GRAVEL with medium cobble content. Gravel is fine to coarse, subangular to rounded. Cobbles are subrounded, 60100mm dia N=25 (25,25/25,,,) End of orehole at 7.00 m 7 8 Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando Hole Information: Hole epth Hole iameter Casing iameter 7.00m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 16/12/ m Start of orehole 16/12/ m End of shift 17/12/ m Start of shift 17/12/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

25 Client: Medite, Europe Well / Water Samples & In Situ Testing ackfillstrikes epth (m) Type N=8 (2,2/2,2,2,2) ates: 18/01/201419/01/2014 Casing / Level epth Flush (m AO) (m) Coords: Level: E N m AO rilled y WN Logged y JMS Stratum escription rown, slightly sandy slightly gravelly SILT. Sand is fine to medium. Gravel is fine to medium, subangular. Firm, brown, slightly sandy gravelly CLAY with medium cobble content. Sand is fine to medium. Gravel is fine to medium, subangular. orehole No H06 Sheet 1 of 1 Hole Type Cable Percussion 1: N=13 (2,3/3,4,3,3) Firm to stiff, brown, slightly sandy gravelly CLAY with medium cobble content. Sand is fine to coarse. Gravel is fine to coarse, subangular to subrounded. Cobbles are subrounded, 60110mm dia N=17 (3,3/4,4,4,5) N=12 (3,3/3,3,3,3) N=15 (4,4/4,3,4,4) N=14 (4,4/3,4,4,3) N=16 (3,4/4,5,4,3) Medium dense, sandy GRAVEL with high cobble content. Sand is fine to coarse. Gravel is fine to coarse, subangular. Cobbles are subangular, 60110mm dia Remarks: (12,14/25,25) Water epth (m) Type Casing Level epth Struck Rose to After Sealed Comment orehole terminated due to obstruction. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 9.20m 200mm 200mm Shift ata: Groundwater End of orehole at 9.20 m Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 18/01/ m Start of orehole 18/01/ m End of shift 19/01/ m Start of shift 19/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

26 Coords: E N rilled y W Logged y JMS orehole No H07 Sheet 1 of 2 Hole Type Cable Percussion Client: Medite, Europe ates: 10/01/201414/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Topsoil. Stratum escription rown, slightly sandy slightly gravelly CLAY with rootlets. Sand is fine to medium. Gravel is fine to medium, subrounded N=9 (2,2/2,2,3,2) Firm, brown, slightly sandy gravelly CLAY with rootlets. Sand is fine to coarse. Gravel is fine to coarse, subangular to subrounded N=10 (3,3/2,3,3,2) N=24 (4,3/7,6,5,6) N=20 (4,4/5,6,5,4) N=16 (4,3/4,4,4,4) N=25 (3,4/5,7,5,8) Stiff, brown, slightly sandy slightly gravelly CLAY with medium cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to subrounded. Cobbles are subangular to rounded, 60100mm dia N=35 (3,3/4,10,10,11) N=13 (4,3/4,3,3,3) Medium dense, brown, very clayey very sandy GRAVEL with medium cobble content. Sand is fine to course. Gravel is fine to course, subangular to subrounded. Cobbles are subangular to subrounded, 6090mm dia. 8 Remarks: 9.00 N=12 (3,3/3,2,3,4) Struck Rose to After Sealed Comment 9.40m 8.50m 20min Equipment & Methods: Water epth (m) Type Casing Level epth orehole terminated at required depth. ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 14.40m 200mm 200mm Shift ata: Groundwater Continued next sheet Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 10/01/ m Start of orehole 10/01/ m End of shift 13/01/ m Start of shift 13/01/ m End of shift 14/01/ m Start of shift 14/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

27 Client: Medite, Europe Well / Water Samples & In Situ Testing ackfillstrikes epth (m) Type W N=19 (4,4/5,4,5,5) ates: 10/01/201414/01/2014 Casing / Level epth Flush (m AO) (m) Coords: Level: E N m AO rilled y W Logged y JMS Stratum escription Medium dense, brown, very clayey very sandy GRAVEL with medium cobble content. Sand is fine to course. Gravel is fine to course, subangular to subrounded. Cobbles are subangular to subrounded, 6090mm dia. orehole No H07 Sheet 2 of 2 Hole Type Cable Percussion 1: N=17 (4,4/4,3,4,6) N=19 (4,4/3,5,6,5) Medium dense, brown, slightly sandy clayey GRAVEL. Sand is fine to course. Gravel is fine to course, sub angular to subrounded N=20 (4,4/4,5,5,6) End of orehole at m Struck Rose to After Sealed Comment 9.40m 8.50m 20min Remarks: Water epth (m) Type Casing Level epth orehole terminated at required depth. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 14.40m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 10/01/ m Start of orehole 10/01/ m End of shift 13/01/ m Start of shift 13/01/ m End of shift 14/01/ m Start of shift 14/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

28 Client: Medite, Europe Well / Water Samples & In Situ Testing ackfillstrikes epth (m) Type (17,25/25,25 for 4mm) ates: 20/01/2014 Casing / Level epth Flush (m AO) (m) Coords: Level: Topsoil E N m AO rilled y W Logged y I Stratum escription rown, slightly sandy slightly gravelly CLAY with low cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to rounded. Cobbles are angular to rounded, 150mm dia. End of orehole at 0.90 m orehole No H08 Sheet 1 of 1 Hole Type Cable Percussion 1: Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Relocated to H08A. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 0.90m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool 0.80 to Chisel Shift (dd/mm/yyyy) Casing depth Remarks 20/01/ m Start of orehole 20/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

29 Client: Medite, Europe Well / Water Samples & In Situ Testing ackfillstrikes epth (m) Type (14,10/25,25 for 2mm) ates: 20/01/2014 Casing / Level epth Flush (m AO) (m) Coords: Level: Topsoil E N m AO rilled y W Logged y Stratum escription rown, slightly sandy slightly gravelly CLAY with low cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to rounded. Cobbles are angular to rounded, 150mm dia. End of orehole at 1.20 m orehole No H08A Sheet 1 of 1 Hole Type Cable Percussion 1: Struck Remarks: Water epth (m) Type Casing Level epth Rose to After Equipment & Methods: Sealed Comment orehole terminated due to obstruction. ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 1.20m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool 1.20 to Chisel Shift (dd/mm/yyyy) Casing depth Remarks 20/01/ m Start of orehole 20/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

30 Coords: E N rilled y W Logged y JMS orehole No H09 Sheet 1 of 1 Hole Type Cable Percussion Client: Medite, Europe ates: 08/01/201409/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Topsoil. Stratum escription Firm, brown, slightly sandy slightly gravelly CLAY. Sand is fine to coarse. Gravel is fine to coarse, subangular to subrounded N=9 (2,2/3,2,2,2) N=17 (4,4/3,4,5,5) Firm to stiff, brown, slightly sandy slightly gravelly CLAY with low cobble content and low boulder content. Sand is fine to coarse. Gravel is fine to coarse, subangular to subrounded. Cobbles are subangular to subrounded, 6090mm dia N=12 (3,3/3,3,4,2) N=14 (3,4/3,4,4,3) N=31 (7,7/10,7,7,7) Firm, becoming stiff, brown, slightly sandy slightly gravelly CLAY. Sand is fine to coarse. Gravel is fine to coarse, angular to subangular. ecoming stiff below 5.0m. Chiselled from 5.6m to 5.7m for 1 hour. End of orehole at 5.70 m Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 5.70m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 08/01/ m Start of orehole 08/01/ m End of shift 09/01/ m Start of shift 09/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

31 Client: Medite, Europe Well / Water Samples & In Situ Testing ackfillstrikes epth (m) Type N=11 (2,1/4,3,2,2) ates: 29/01/2014 Casing / Level epth Flush (m AO) (m) Coords: Level: Topsoil E N m AO rilled y wd Logged y JMS Stratum escription Firm, brown, slightly sandy gravelly CLAY with low cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to subangular. Cobbles are subangular, 6050mm dia. orehole No H10 Sheet 1 of 1 Hole Type Cable Percussion 1: N=14 (3,5/4,4,3,3) (25,25/25) Chiselled from 2.5m to 2.7m. End of orehole at 2.70 m Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 2.70m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool 2.50 to Chisel Shift (dd/mm/yyyy) Casing depth Remarks 29/01/ m Start of orehole 29/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

32 Coords: E N rilled y W Logged y JMS orehole No H11 Sheet 1 of 1 Hole Type Cable Percussion Client: Medite, Europe ates: 09/01/201410/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Topsoil. Stratum escription Firm, brown, slightly gravelly sandy CLAY. Gravel is subangular to subrounded. Sand is fine to coarse N=10 (2,2/2,3,2,3) (25,25/25,25 for 1mm) Firm, brown, gravelly CLAY with low cobble content. Gravel is fine to coarse, angular to rounded. Cobbles are angular to rounded, 60200m dia. Chiselled from 2.0m to 2.1m for 1 hour. 2 End of orehole at 2.10 m Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 2.10m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 09/01/ m Start of orehole 10/01/ m Start of shift 10/01/ m End of orehole 09/01/ m End of shift HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

33 Client: Medite, Europe Well / Water Samples & In Situ Testing ackfillstrikes epth (m) Type N=9 (2,2/3,2,2,2) ates: 07/01/2014 Casing / Level epth Flush (m AO) (m) Coords: Level: Topsoil E N m AO rilled y W Logged y JMS Stratum escription Firm, brown, slightly gravelly slightly sandy CLAY with medium cobble content and rootlets. Gravel is fine to coarse, subangular. Sand is fine to coarse. Cobbles are subangular, 60100mm dia. orehole No H12 Sheet 1 of 1 Hole Type Cable Percussion 1: N=14 (2,3/4,4,3,3) Grey, limestone OULER. oulder is subangular, 205mm dia. Medium dense, brown, very clayey very sandy GRAVEL with low cobble content. Sand is fine to coarse. Gravel is fine to coarse, subangular. Cobbles are subrounded, 60100mm dia N=18 (4,4/5,4,4,5) 50 (12,11/25,25 for 2mm) Medium dense, yellow/ brown, slightly clayey very sandy GRAVEL with medium cobble content and grass roots. Gravel is fine to coarse, subangular. Sand is medium to coarse. Cobbles are subangular, 6070mm dia. Chiselled from 4.1m to 4.2m for 1 hour. End of orehole at 4.20 m Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 4.20m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 07/01/ m Start of orehole 07/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

34 Client: Medite, Europe Well / Water Samples & In Situ Testing ackfillstrikes epth (m) Type ates: 28/01/ (20,25/25,25) 0.50 Casing / Level epth Flush (m AO) (m) Coords: Level: Topsoil E N m AO rilled y W Logged y JMS Stratum escription rown, slightly sandy gravelly CLAY with high cobble content and topsoil constituents. Sand is fine to coarse. Gravel is fine to coarse, angular to subangular. Cobbles are subangular, 60160mm dia. End of orehole at 0.50 m orehole No H13A Sheet 1 of 1 Hole Type Cable Percussion 1: Struck Remarks: Water epth (m) Type Casing Level epth Rose to After Equipment & Methods: Sealed Comment orehole terminated due to obstruction. ando Hole Information: Hole epth Hole iameter Casing iameter 0.50m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool 0.50 to Chisel Shift (dd/mm/yyyy) Casing depth Remarks 28/11/ m Start of orehole 28/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

35 Client: Medite, Europe Well / Water Samples & In Situ Testing ackfillstrikes epth (m) Type ates: 28/01/2014 N=25 (25,25/25,,,) 0.72 Casing / Level epth Flush (m AO) (m) rilled y W Logged y orehole No H13 Sheet 1 of 1 Hole Type Coords: E N Cable Percussion Level: m AO 1:50 Stratum escription Topsoil. rown, sandy gravelly CLAY. Chiselled from 0.7m to 0.72m for 1 hour. End of orehole at 0.72 m Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Relocated to H13A. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 0.72m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool 0.70 to Chisel Shift (dd/mm/yyyy) Casing depth Remarks 28/01/ m Start of orehole 28/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

36 Coords: rilled y W Logged y I E N orehole No H14 Sheet 1 of 1 Hole Type Cable Percussion Client: Medite, Europe ates: 24/01/201427/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription Topsoil. rown, sandy CLAY N=6 (2,3/2,1,2,1) N=10 (2,2/3,2,2,3) Firm, brown, slightly sandy slightly gravelly SILT with low cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to rounded. Cobbles are angular to rounded, 6080mm dia N=12 (2,2/3,3,3,3) N=12 (4,4/3,3,3,3) N=21 (3,4/5,5,5,6) N=25 (5,5/7,7,6,5) Firm, brown, slightly sandy slightly gravelly SILT with low cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to rounded. Cobbles are angular to rounded, 60150mm dia. Stiff, brown, slightly sandy slightly gravelly SILT with medium cobble content. Sand is fine to coarse. Gravel is fine to coarse, subangular to rounded. Cobbles are subangular to rounded, 60200mm dia N=29 (5,6/6,5,10,8) Medium dense, slightly clayey sandy GRAVEL N=25 (9,9/9,5,6,5) 8 Struck Rose to After Sealed Comment None encountered. Remarks: 9.00 N=50 (15,15/25,25,,) Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 9.20m 200mm 200mm Shift ata: Groundwater Continued next sheet Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 24/01/ m Start of orehole 24/01/ m End of shift 27/01/ m Start of shift 27/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

37 Coords: rilled y W Logged y I E N orehole No H14 Sheet 1+ of 1 Hole Type Cable Percussion Client: Medite, Europe ates: 24/01/201427/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription Chiselled from 9.1m to 9.2m for 1 hour. End of orehole at 9.20 m Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 9.20m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 24/01/ m Start of orehole 24/01/ m End of shift 27/01/ m Start of shift 27/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

38 Coords: rilled y W Logged y E N orehole No H15 Sheet 1 of 1 Hole Type Cable Percussion Client: Medite, Europe ates: 22/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription Topsoil. rown, slightly sandy slightly gravelly CLAY N=50 (3,3/25,25,,) End of orehole at 1.20 m Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 1.20m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool 1.20 to Chisel Shift (dd/mm/yyyy) Casing depth Remarks 22/01/ m Start of orehole 22/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

39 Client: Medite, Europe Well / Water Samples & In Situ Testing ackfillstrikes epth (m) Type N=6 (2,1/1,2,2,1) ates: 20/01/201421/01/2014 Casing / Level epth Flush (m AO) (m) Coords: Level: Topsoil E N m AO rilled y W Logged y I Stratum escription Firm, brown, slightly sandy slightly gravelly CLAY with medium cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to rounded. Cobbles are angular to rounded, 60200mm dia. orehole No H16 Sheet 1 of 1 Hole Type Cable Percussion 1: N=9 (2,2/3,2,2,2) N=26 (4,5/7,6,5,8) CLAY is stiff below 3.0m N=23 (5,4/4,5,7,7) N=17 (4,4/4,4,4,5) N=38 (1,3/6,10,14,8) (3,19/25,25) End of orehole at 7.90 m 8 Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 7.90m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool to Chisel Chisel Chisel Shift (dd/mm/yyyy) Casing depth Remarks 20/01/ m Start of orehole 20/01/ m End of shift 21/01/ m Start of shift 21/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

40 Coords: rilled y W Logged y I E N orehole No H17 Sheet 1 of 1 Hole Type Cable Percussion Client: Medite, Europe ates: 22/01/201423/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription Topsoil. Light brown, sandy CLAY N=5 (2,1/1,1,2,1) N=8 (2,2/2,2,2,2) Soft, becoming firm, brown, slightly sandy slightly gravelly CLAY with medium cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to rounded. Cobbles are angular to rounded, 6080mm dia N=21 (3,5/6,5,5,5) N=38 (7,7/10,8,10,10) N=25 (8,7/7,7,6,5) 50 (17,25/25,25) Stiff, brown, slightly sandy slightly gravelly CLAY with medium cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to rounded. Cobbles are angular to rounded, 60200mm dia. Chiselled from 5.6m to 5.7m for 1 hour. End of orehole at 5.70 m Struck Rose to After Sealed Comment None encountered. Remarks: Water epth (m) Type Casing Level epth orehole terminated due to obstruction. Permeability test carried out. 50mm standpipe installed, response zone from 5.6m to 1.0m. Equipment & Methods: ando 2000 Hole Information: Hole epth Hole iameter Casing iameter 5.70m 200mm 200mm Shift ata: Groundwater Chiselling: epths (m) Time (hhmm) Tool 5.60 to Chisel Shift (dd/mm/yyyy) Casing depth Remarks 22/01/ m Start of orehole 22/01/ m End of shift 23/01/ m Start of shift 23/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

41 Falling head permeability test Undertaken in borehole casing, See H17 log for details. Location E N mo H I H17 H w/ H o Casing diameter 200 mm Casing depth 5.3 m orehole depth 5.7 m Groundwater level mbgl ate Strata Slightly sandy slightly gravelly CLAY Min Sec depth, m bgl vol, cu.m H t log H 0 /H t k mean 2.33E06 ms k H = k V Rate of infiltration Time, s Log H 0 /H t EPA Export :23:40:41

42 Coords: rilled y W Logged y JMS E N orehole No RC01 Sheet 1 of 3 Hole Type Rotary Cored Client: Medite, Europe ates: 17/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription See H01 for overburden details N=29 (6,4/8,8,7,6) Open hole boring. riller described: Stiff CLAY with cobble content and boulder content N=30 (8,10/7,9,7,7) (12,19/25 for 2mm) Struck 10.30m 12.50m 14.90m 15.70m 18.70m Remarks: Water epth (m) Type Casing Level epth Rose to After Equipment & Methods: Sealed Comment See shift data orehole terminated at required depth. Soil Mech PSM 8G Compressed airmist flush. Hole Information: Hole epth Hole iameter Casing iameter 10.20m 11.70m 20.20m 131mm 76mm 131mm Shift ata: 131mm 76mm 131mm Groundwater 16.10m Continued next sheet Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 17/01/ m Start of orehole 17/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

43 Coords: E N rilled y W Logged y JMS orehole No RC01 Sheet 2 of 3 Hole Type Rotary Cored Client: Medite, Europe ates: 17/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription Open hole boring. riller described: CLAY with boulder content N=17 (4,4/5,4,3,5) % Grey OULER of Limestone lithology N=20 (6,6/5,4,6,5) Open hole boring. riller described: Stiff CLAY with boulder content N=28 (7,6/8,7,6,7) N=22 (6,5/7,4,5,6) N=27 (7,7/6,8,7,6) N=34 (8,9/9,10,9,6) Struck 10.30m 12.50m 14.90m 15.70m 18.70m Remarks: Water epth (m) TCR SCR RQ Fracture spacing Casing Level epth Rose to After Equipment & Methods: Sealed Comment See shift data orehole terminated at required depth. Soil Mech PSM 8G Compressed airmist flush. Hole Information: Hole epth Hole iameter Casing iameter 10.20m 11.70m 20.20m 131mm 76mm 131mm Shift ata: 131mm 76mm 131mm Groundwater 16.10m Continued next sheet Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 17/01/ m Start of orehole 17/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

44 Coords: E N rilled y W Logged y JMS orehole No RC01 Sheet 3 of 3 Hole Type Rotary Cored Client: Medite, Europe ates: 17/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes epth (m) Rotary Coring TCR SCR RQ Casing / Level epth Flush (m AO) (m) Stratum escription Open hole boring. riller described: Stiff CLAY with boulder content N=34 (8,10/11,8,7,8) End of orehole at m Struck 10.30m 12.50m 14.90m 15.70m 18.70m Remarks: Water epth (m) TCR SCR RQ Fracture spacing Casing Level epth Rose to After Equipment & Methods: Sealed Comment See shift data orehole terminated at required depth. Soil Mech PSM 8G Compressed airmist flush. Hole Information: Hole epth Hole iameter Casing iameter 10.20m 11.70m 20.20m 131mm 76mm 131mm Shift ata: 131mm 76mm 131mm Groundwater 16.10m Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 17/01/ m Start of orehole 17/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

45 Rotary Core Photographic Record Number: RC01 Project Project No Engineer Medite, Clonmel RPS EPA Export :23:40:41

46 Coords: rilled y W Logged y E N orehole No RC02 Sheet 1 of 3 Hole Type Rotary Cored Client: Medite, Europe ates: 09/01/201410/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription See H02 for overburden details N=35 (9,7/10,8,8,9) N=30 (7,7/8,9,7,6) N=33 (12,6/6,10,7,10) Open hole boring. riller described: ense, sandy GRAVEL with boulder content. Open hole boring. riller described: Stiff CLAY with boulder content N=27 (6,8/8,6,7,6) N=21 (3,4/6,5,6,4) 9.00 Struck 3.00m 10.10m 14.90m 17.60m Remarks: Water epth (m) Type Casing Level epth Rose to After Equipment & Methods: Sealed Comment See shift data orehole terminated at required depth. 50mm dia standpipe installed, response zone from 20.2m to 2.0m. Soil Mech PSM 8G Compressed airmist flush. Hole Information: Hole epth Hole iameter Casing iameter 15.00m 16.00m 20.20m 131mm 76mm 131mm Shift ata: 131mm 76mm 131mm Groundwater 4.10m 2.60m 9.40m Continued next sheet Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 09/01/ m Start of orehole 09/01/ m End of shift 10/01/ m Start of shift 10/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

47 Coords: E N rilled y W Logged y orehole No RC02 Sheet 2 of 3 Hole Type Rotary Cored Client: Medite, Europe ates: 09/01/201410/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription Open hole boring. riller described: Stiff CLAY with boulder content N=26 (7,6/8,7,5,6) N=37 (8,10/10,9,10,8) N=69 (11,18/15,12,21,21) N=22 (4,5/6,6,5,5) % No recovery Open hole boring. riller described: Stiff CLAY with boulder content N=21 (7,6/5,6,6,4) N=12 (4,2/3,3,4,2) Open hole boring. riller described: Sandy CLAY. Struck 3.00m 10.10m 14.90m 17.60m Remarks: Water epth (m) TCR SCR RQ Fracture spacing Casing Level epth Rose to After Sealed Comment See shift data orehole terminated at required depth. 50mm dia standpipe installed, response zone from 20.2m to 2.0m. Equipment & Methods: Soil Mech PSM 8G Compressed airmist flush. Hole Information: Hole epth Hole iameter Casing iameter 15.00m 16.00m 20.20m 131mm 76mm 131mm Shift ata: 131mm 76mm 131mm Groundwater 4.10m 2.60m 9.40m Continued next sheet Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 09/01/ m Start of orehole 09/01/ m End of shift 10/01/ m Start of shift 10/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

48 Coords: E N rilled y W Logged y orehole No RC02 Sheet 3 of 3 Hole Type Rotary Cored Client: Medite, Europe ates: 09/01/201410/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes epth (m) Rotary Coring TCR SCR RQ Casing / Level epth Flush (m AO) (m) Stratum escription Open hole boring. riller described: Sandy CLAY N=19 (8,4/4,6,5,4) Open hole boring. riller described: Stiff, sandy CLAY with boulder content End of orehole at m Struck 3.00m 10.10m 14.90m 17.60m Remarks: Water epth (m) TCR SCR RQ Fracture spacing Casing Level epth Rose to After Equipment & Methods: Sealed Comment See shift data orehole terminated at required depth. 50mm dia standpipe installed, response zone from 20.2m to 2.0m. Soil Mech PSM 8G Compressed airmist flush. Hole Information: Hole epth Hole iameter Casing iameter 15.00m 16.00m 20.20m 131mm 76mm 131mm Shift ata: 131mm 76mm 131mm Groundwater 4.10m 2.60m 9.40m Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 09/01/ m Start of orehole 09/01/ m End of shift 10/01/ m Start of shift 10/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

49 Coords: rilled y W Logged y JMS E N orehole No RC03 Sheet 1 of 2 Hole Type Rotary Cored Client: Medite, Europe ates: 20/01/201424/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription See H03 for overburden details Struck Rose to After Sealed Comment 14.00m See shift data Remarks: Water epth (m) Type Casing Level epth orehole terminated at required depth. Equipment & Methods: Soil Mech PSM 8G Compressed airmist flush. Hole Information: Hole epth Hole iameter Casing iameter 14.50m 17.50m 131mm 76mm Shift ata: 131mm 76mm Groundwater 8.20m 7.80m 8.10m Continued next sheet Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 20/01/ m Start of orehole 20/01/ m End of shift 24/01/ m Start of shift 24/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

50 Coords: rilled y W Logged y JMS E N orehole No RC03 Sheet 2 of 2 Hole Type Rotary Cored Client: Medite, Europe ates: 20/01/201424/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription See H03 for overburden details (50 for 2mm) mm min 100mm avg 210mm max % Open hole boring. riller described: Rock. Strong, grey, fossiliferous LIMESTONE with calcite veining. Fractures: Weathering: Slightly weathered. Loss of strength. Clay smearing. Localised discolouration. Fractures: Closely to medium spaced. Fractures dip approximately 6590 degrees with planar and undulating surfaces. 14.5m 15.0m: Fracture index m 15.5m: Fracture index m 16.3m: Fracture index m 17.5m: Fracture index m 16.85m: Nonintact End of orehole at m Struck Rose to After Sealed Comment 14.00m See shift data Remarks: Water epth (m) TCR SCR RQ Fracture spacing Casing Level epth orehole terminated at required depth. Equipment & Methods: Soil Mech PSM 8G Compressed airmist flush. Hole Information: Hole epth Hole iameter Casing iameter 14.50m 17.50m 131mm 76mm Shift ata: 131mm 76mm Groundwater 8.20m 7.80m 8.10m Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 20/01/ m Start of orehole 20/01/ m End of shift 24/01/ m Start of shift 24/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

51 Rotary Core Photographic Record Number: RC03 Project Project No Engineer Medite, Clonmel RPS EPA Export :23:40:41

52 Coords: rilled y W Logged y JMS E N orehole No RC04 Sheet 1 of 2 Hole Type Rotary Cored Client: Medite, Europe ates: 15/01/201416/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription See H04 for overburden details (50 for 6mm) (25,25 for 2mm/25 for 3mm) % Open hole boring. riller described: Possible rock recovered as: Light brown/ grey, slightly sandy GRAVEL. Sand is fine to medium. Gravel is coarse, subangular to rounded, Siltstone N=68 (10,14/12,18,17,21) 0 25 (22,25 for 2mm/25 for 2mm) % Open hole boring. riller described: Weathered rock. Strong, light grey, fossiliferous, cherty LIMESTONE with calcite veining. Weathering: Slightly weathered. Localised discolouration. Minor orange oxide staining. Fractures: Closely to medium spaced. Fractures dip: 1) Approximately 90 degrees 2) Approximately 10 degrees. Surfaces are planar and undulating rough. 6.0m 7.2m: Fracture index m 8.3m: Fracture index mm min 100mm avg 480mm max 8.3m 9.3m: Fracture index 5. Struck Rose to After Sealed Comment 4.30m Remarks: Water epth (m) TCR SCR RQ Fracture spacing Casing Level epth orehole terminated at required depth. 50mm dia standpipe installed, response zone from 10.0m to 4.0m. Equipment & Methods: Soil Mech PSM 8G Compressed airmist flush. Hole Information: Hole epth Hole iameter Casing iameter 2.50m 4.50m 6.00m 16.50m 131mm 76mm 131mm 76mm Shift ata: 131mm 76mm 131mm 76mm Groundwater 5.90m Continued next sheet Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 15/01/ m Start of orehole 15/01/ m End of shift 16/01/ m Start of shift 16/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:41

53 Coords: E N rilled y W Logged y JMS orehole No RC04 Sheet 2 of 2 Hole Type Rotary Cored Client: Medite, Europe ates: 15/01/201416/01/2014 Level: m AO 1:50 Well / Water ackfillstrikes epth (m) Rotary Coring TCR SCR RQ Fractures Casing / Level epth Flush (m AO) (m) Stratum escription Strong, light grey, fossiliferous, cherty LIMESTONE with calcite veining. Weathering: Slightly weathered. Localised discolouration. Minor orange oxide staining. Fractures: Closely to medium spaced. Fractures dip: 1) Approximately 90 degrees 2) Approximately 10 degrees. Surfaces are planar and undulating rough. 9.3m 10.8m: Fracture index m 12.1m: Fracture index mm min 90mm avg 130mm max 12.1m 12.7m: Fracture index mm min 150mm avg 430mm max 12.7m 14.3m: Fracture index m 15.1m: Fracture index m 16.5m: Fracture index End of orehole at m 17 Struck Rose to After Sealed Comment 4.30m Remarks: Water epth (m) TCR SCR RQ Fracture spacing Casing Level epth orehole terminated at required depth. 50mm dia standpipe installed, response zone from 10.0m to 4.0m. Equipment & Methods: Soil Mech PSM 8G Compressed airmist flush. Hole Information: Hole epth Hole iameter Casing iameter 2.50m 4.50m 6.00m 16.50m 131mm 76mm 131mm 76mm Shift ata: 131mm 76mm 131mm 76mm Chiselling: epths (m) Time (hhmm) Tool to Groundwater Shift (dd/mm/yyyy) Casing depth Remarks 15/01/ m Start of orehole 5.90m 15/01/ m End of shift 16/01/ m Start of shift 16/01/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:42

54 Rotary Core Photographic Record Number: RC04 Project Project No Engineer Medite, Clonmel RPS EPA Export :23:40:42

55 Rotary Core Photographic Record Number: RC04 Project Project No Engineer Medite, Clonmel RPS EPA Export :23:40:42

56 Coords: E N rilled y W Logged y orehole No RC05 Sheet 1 of 2 Hole Type RO Client: Medite, Europe ates: 24/01/201404/02/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type 0.00 N=23 (4,5/6,5,7,5) Casing / Level epth Flush (m AO) (m) 0.00 Stratum escription Open hole boring. riller described: CLAY with cobble content N=25 (6,6/5,7,8,5) Open hole boring. riller described: Stiff CLAY with cobble content and boulder content N=25 (3,2/5,7,7,6) N=16 (5,4/4,4,3,5) N=24 (8,7/8,5,5,6) Open hole boring. riller described: Stiff CLAY with boulder content N=22 (4,5/7,6,4,5) Open hole boring. riller described: Stiff, gravelly CLAY N=22 (6,8/7,5,4,6) 9.00 Struck 9.20m 12.10m Remarks: Water epth (m) Type Casing Level epth Rose to After Equipment & Methods: Sealed orehole terminated at required depth. Soil Mech PSM 8G Hole Information: Hole epth Hole iameter Casing iameter Comment See shift data 14.00m 131mm 131mm Shift ata: Groundwater 12.40m Continued next sheet Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 24/01/ m Start of orehole 24/01/ m End of shift 04/02/ m Start of shift 04/02/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:42

57 Coords: E N rilled y W Logged y orehole No RC05 Sheet 2 of 2 Hole Type RO Client: Medite, Europe ates: 24/01/201404/02/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type Casing / Level epth Flush (m AO) (m) Stratum escription Open hole boring. riller described: Stiff, gravelly CLAY N=21 (8,11/5,5,6,5) Open hole boring. riller described: Stiff CLAY with boulder content N=37 (6,8/10,11,9,7) N=43 (12,10/14,10,7,12) End of orehole at m Struck 9.20m 12.10m Remarks: Water epth (m) Type Casing Level epth Rose to After Equipment & Methods: Sealed orehole terminated at required depth. Soil Mech PSM 8G Hole Information: Hole epth Hole iameter Casing iameter Comment See shift data 14.00m 131mm 131mm Shift ata: Groundwater 12.40m Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 24/01/ m Start of orehole 24/01/ m End of shift 04/02/ m Start of shift 04/02/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:42

58 Coords: E N rilled y W Logged y JMS orehole No RC06 Sheet 1 of 3 Hole Type Rotary Cored Client: Medite, Europe ates: 06/02/201407/02/2014 Level: m AO 1:50 Well / Water ackfillstrikes Samples & In Situ Testing epth (m) Type 0.00 N=27 (7,6/5,5,8,9) Casing / Level epth Flush (m AO) (m) 0.00 Stratum escription Open hole boring. riller described: COLES and OULERS N=39 (3,6/5,10,11,13) Open hole boring. riller described: ense, sandy GRAVEL with cobble content (6,12/25 for 3mm) Open hole boring. riller described: Sandy GRAVEL with boulder content N=35 (8,6/7,6,10,12) 8 0 N=27 (13,7/7,6,5,9) % ark grey OULER. Open hole boring. riller described: Stiff, sandy gravelly CLAY with boulder content. Open hole boring. riller described: Stiff, sandy gravelly CLAY N=26 (8,4/5,7,4,10) Open hole boring. riller described: Stiff, sandy gravelly CLAY with boulder content N=30 (16,10/10,8,7,5) Struck 4.70m 14.70m Remarks: Water epth (m) TCR SCR RQ Fracture spacing Casing Level epth Rose to After Equipment & Methods: Hole Information: Sealed Comment Hole epth Hole iameter Casing iameter See shift data 4.50m 131mm 131mm 5.50m 76mm 76mm 15.00m 131mm 131mm 20.00m 76mm 76mm orehole terminated due to obstruction. Soil Mech PSM 8G Compressed airmist flush. Shift ata: Groundwater 6.20m 5.60m 11.20m Continued next sheet Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 06/02/ m Start of orehole 06/02/ m End of shift 07/02/ m Start of shift 07/02/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:42

59 Coords: E N rilled y W Logged y JMS orehole No RC06 Sheet 2 of 3 Hole Type Rotary Cored Client: Medite, Europe ates: 06/02/201407/02/2014 Level: m AO 1:50 Well / Water ackfillstrikes epth (m) Rotary Coring TCR SCR RQ Fractures Casing / Level epth Flush (m AO) (m) Stratum escription Open hole boring. riller described: CLAY with boulder content N=28 (7,6/10,7,5,6) Open hole boring. riller described: Stiff, sandy CLAY with boulder content N=35 (12,7/11,6,8,10) Open hole boring. riller described: ense, clayey SAN with boulder content (50 for 6mm) % Open hole boring. riller described: oulder CLAY. Open hole boring. riller described: Possible rock. Possible weathered rock recovered as: GRAVEL with high cobble content. Gravel is coarse, subangular, limestone. Cobbles are subangular, limestone. 15.0m 16.0m: Fracture index m 17.2m: Fracture index m 18.5m: Fracture index mm min 50mm avg 10mm max Struck 4.70m 14.70m Remarks: Water epth (m) TCR SCR RQ Fracture spacing Casing Level epth Rose to Equipment & Methods: Hole Information: After Sealed Comment Hole epth Hole iameter Casing iameter See shift data 4.50m 131mm 131mm 5.50m 76mm 76mm 15.00m 131mm 131mm 20.00m 76mm 76mm orehole terminated due to obstruction. Soil Mech PSM 8G Compressed airmist flush. Shift ata: Groundwater 6.20m 5.60m 11.20m Continued next sheet Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 06/02/ m Start of orehole 06/02/ m End of shift 07/02/ m Start of shift 07/02/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:42

60 Coords: E N rilled y W Logged y JMS orehole No RC06 Sheet 3 of 3 Hole Type Rotary Cored Client: Medite, Europe ates: 06/02/201407/02/2014 Level: m AO 1:50 Well / Water Rotary Coring ackfillstrikes epth (m) TCR SCR RQ Fractures Casing / Level epth Flush (m AO) (m) Stratum escription Possible weathered rock recovered as: GRAVEL with high cobble content. Gravel is coarse, subangular, limestone. Cobbles are subangular, limestone. 18.5m 20.0m: Fracture index End of orehole at m Struck 4.70m 14.70m Remarks: Water epth (m) TCR SCR RQ Fracture spacing Casing Level epth Rose to Equipment & Methods: Hole Information: After Sealed Comment Hole epth Hole iameter Casing iameter See shift data 4.50m 131mm 131mm 5.50m 76mm 76mm 15.00m 131mm 131mm 20.00m 76mm 76mm orehole terminated due to obstruction. Soil Mech PSM 8G Compressed airmist flush. Shift ata: Groundwater 6.20m 5.60m 11.20m Chiselling: epths (m) Time (hhmm) Tool to Shift (dd/mm/yyyy) Casing depth Remarks 06/02/ m Start of orehole 06/02/ m End of shift 07/02/ m Start of shift 07/02/ m End of orehole HoleASE III (ld ) Standard orehole Log v2 dated 27th Nov 03 EPA Export :23:40:42

61 Rotary Core Photographic Record Number: RC06 Project Project No Engineer Medite, Clonmel RPS EPA Export :23:40:42