attachment i.4 baseline report (part 4)

ATTACHMENT I.4

BASELINE REPORT (PART 4)

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27/03/2014

Unit 12, Owenacurra Business Park, Midleton, Co. Cork

T +353 21 4631600 F +353 21 4638690 E [email protected]

Engineer: RPS Consulting Engineers,

Innishmore,

Ballincollig,

Co. Cork

Client: Medite Europe Ltd.

Redmondstown

Clonmel

Co. Tipperary

MEDITE,

PROJECTS SPATS

GROUND INVESTIGATION

DRAFT REPORT

NO. P13131

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__________________________________________________________________________________________ P13131_ Rp_D01 i 27/03/2014

TABLE OF CONTENTS

1 INTRODUCTION.............................................................................................................................. 1 1.1 SCOPE OF WORKS ......................................................................................................................... 1 1.2 REPORTING................................................................................................................................... 1

2 THE SITE ......................................................................................................................................... 2 2.1 PUBLISHED GEOLOGY ................................................................................................................... 2

2.1.1 Bedrock.............................................................................................................................. 2 2.1.2 Superficial Deposits ........................................................................................................... 2 2.1.3 Hydrology........................................................................................................................... 2

3 FIELDWORK.................................................................................................................................... 3 3.1 GENERAL ...................................................................................................................................... 3 3.2 EXPLORATORY HOLES ................................................................................................................... 4 3.3 SAMPLING ................................................................................................................................. 4 3.4 GROUNDWATER MONITORING......................................................................................................... 5 3.5 IN-SITU TESTING............................................................................................................................ 5

4 LABORATORY TESTING ............................................................................................................... 8 4.1 SOIL TESTING ............................................................................................................................... 8 4.2 ROCK TESTING ........................................................................................................................... 9

5 GROUND CONDITIONS................................................................................................................ 10 5.1 GROUNDWATER .......................................................................................................................... 11

6 SUMMARY..................................................................................................................................... 13

APPENDICES

APPENDIX A EXPLORATORY HOLE RECORDS APPENDIX B LABORATORY RESULTS APPENDIX C EXPLORATION LOCATION PLANS

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______________________________________________________________________________________P13131_ Rp_D01 1 27/03/2014

1 INTRODUCTION

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 10th of December, 2013 and the 07th of February, 2014. 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 Documents for Ground Investigation in Ireland (Engineers

Ireland, October 2006), Eurocode 7- Geotechnical Design Part 2, ground investigation

and testing (BS EN 1997-2: 2007) and the relevant British Standards.

1.2 REPORTING

This factual, geotechnical data report, (P13131_Rp_D01) presents the factual records

for the fieldwork with respect to the ground investigation contract undertaken for Project

SPATS, Medite Clonmel.

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______________________________________________________________________________________P13131_ Rp_D01 2 27/03/2014

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 APPENDIX C of

this report.

2.1 PUBLISHED GEOLOGY

2.1.1 Bedrock

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.

2.1.2 Superficial Deposits

A review of Teagasc subsoil mapping in the vicinity of the study area indicated glacial till

derived from Namurian Shales and Sandstones (TNSSs). Bedrock outcropping was

noted approximately 800m west of the site at Powerstown.

2.1.3 Hydrology

A review of the OPW flood mapping identified some localised recurring localised flooding

in the vicinity of the study area.

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3 FIELDWORK

3.1 GENERAL

The fieldwork was carried out in general accordance with BS EN1997-2: 2007, Eurocode

7 Geotechnical Design, Part 2, Ground investigation and testing and BS 5930 (1999)

Code of Practice for Site Investigation and Part 9 of BS 1377 (1990), Method of Tests for

Soil for Civil Engineering Purposes.

Details of the equipment and plant used are presented below.

Operation Equipment Nominal diameter, mm Flush Comments

Cable percussion

boring

Dando 2000 200mm N/A Standard Penetration

Test, Nspt values

obtained, bulk disturbed

sampling, visual

assessment of ground

and groundwater

conditions,

Trial pit 13t excavator L x B x D N/A Bulk disturbed sampling

visual assessment of

ground and

groundwater conditions.

Plate load test,

Infiltration test (BRE

365)

Rotary coring Soil Mech PSM

8G

131mm ODEX and

76mm core double lined

barrel

Compressed

air-mist

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 co-ordinates 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 co-ordinates (ING75) and elevations to Malin Head

datum. The exploratory locations were shown on the Exploratory Location Plan (dwg.

No.: P13131-SI-01) presented in APPENDIX C of this factual report.

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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 Depth Range Remarks

Cable percussion boreholes 19No. 0.5m to 14.4m

BH01, BH02, BH03, BH04, BH05,

BH06, BH07, BH08, BH08A, BH09,

BH10, BH11, BH12, BH13, BH13A,

BH14, BH15, BH16 and BH17.

Rotary boreholes 6No. 15.0m to 20.2m RC01, RC02, RC03, RC04, RC05 and

RC06

Trial pit excavations

22No

1.4m to 4.5m

1.6m to 2.1m

1.5m

TP01, TP02, TP03, TP04, TP05, TP06,

TP07, TP08, TP09, TP10, TP11, TP12,

TP13, TP14, TP15 and TP16.

SK01 and SK02

PBT01, PBT02, PBT03 and PBT04

The exploration records are presented in APPENDIX A of this factual report and should

be read in conjunction with the key sheets included. The records provide descriptions, in

accordance with BS 5930 (1999) +A2: 2010 and Eurocode 7, Identification and

classification of soils, Part 1, Identification and description (BS EN ISO 14688-1: 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 (B), sixty five (65) small

disturbed samples (D), one (1) water sample and continuous rock core (C) were taken.

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3.4 GROUNDWATER 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 Backfill to installation/ borehole

GROUT Backfill to installation/ borehole

BENTONITE Backfill to installation/ borehole

uPVC slotted pipe

3.5 IN-SITU 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, BS EN ISO

22476-3:2005+A1:2011. The data was presented on the relevant logs in APPENDIX A and presented graphically herein.

A single in situ falling head permeability tests were carried out in 200mm diameter

borehole casing at location BH17. In-situ permeability testing was carried out in

accordance with BS5930: 1999, Section 4: Cl. 25.4, within the superficial deposits over

duration of one (1) hour, as detailed on the borehole log, APPENDIX A of this report.

The processed test data was presented on the relevant borehole logs presented in

APPENDIX A of this factual report.

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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, kH/ kV = 1.

Infiltration tests were carried out in general accordance with the BRE Digest 365, 2007

Soakway Design Standards. Due 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 APPENDIX 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 1997-2:2001 (E), Cl. 4.11, Plate loading test (Annex K).

The data was presented on the relevant logs in APPENDIX A.

Type No. Remarks

Standard Penetration Test 30 N values ranging from NSPT = 3 to 55 including

(refusal >50)

Nspt avg = 35

BRE 365 soakway test 2 f = 4.04 10-6 ms-1 3.1 10-5 ms-1

Falling head permeability test 1 K = 2.33 x 10-6 ms-1 (BH17)

Plate loading test 4 K 750 24MN/m/m to 38MN/m/m

CBRest 2% to 5%

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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.

0

5

10

15

20

25

0 10 20 30 40 50 60 70 80

Uncorrected Nspt value

Dep

th (m

bgl

)

RC06 RC05 RC04 RC02 RC01BH17 BH16 BH15 BH14 BH13BH12 BH11 BH10 BH09 BH07BH06 BH05 BH04 BH03 BH02

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4 LABORATORY 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 BS1377 (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 LABORATORY TESTING UNDERTAKEN ON OVERBURDEN SOILS SUPERFICIAL DEPOSITS

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 Distribution 48 25No. hydrometer analysis on fine soils

16 pH to pH

SO4 soluble 16 SO4 0.001g/l to 0.049g/l

Chloride 12 0% (non-detected)

Loss on ignition 12 0.94% to 3.21%

Dry density moisture content

relationship (2.5kg)

5 Optimum moisture content 9.1% to 9.8%

Maximum dry density 2.08– 2.12 Mg/m3

10% - 19%

1.73 – 2.04

Moisture Condition Value,

MCV

3 1.7 to 7.4

Moisture Condition Value

moisture content relationship

2 TP03 at 1.5m and TP06 at 1.5m

California Bearing Ratio, CBR 9 <1% to 1.5% at natural moisture contents

California Bearing Ratio

moisture content relationship

2 TP05 at 0.5m and 1.5m

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4.2 ROCK TESTING

SUMMARY OF LABORATORY TESTING UNDERTAKEN ON ROCK SOLID GEOLOGY

Type No. Remarks

Point Load Index, IP50 9 1.5MPa to 6.8MPa

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5 GROUND CONDITIONS

The site was characterised by glacial deposits (Boulder Clay), slightly sandy gravelly

CLAY with variable Cobbles and Boulder 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 (BH12) and 4.0m bgl (BH04) to depths of 7.0m bgl and below a depth 8.0m bgl

(BH07) to a depth 14.4m bgl. Chiselling records indicated coarse particles (obstructions)

below depths of 0.9m bgl (BH08A) to 2.6m bgl (BH02), 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.

Based on the Standard Penetration Test (SPT) NSPT values, the CLAY was described as

‘soft to firm’ to ‘firm to stiff’ (NSPT 5 to 17). BH09/ BH15 and BH17 indicated stiff deposits

below a depth 2.8m bgl to 5.0m bgl (NSPT 21 to 31). The NSPT data obtained from the

rotary coring correlated with this. The NSPT values indicated the GRAVEL deposits to be

medium dense (NSPT 13 to 26). The refusal NSPT values > 50 were attributed to the

Cobbles and Boulders present within the glacial deposits. Tactile assessment of the soil

strength, indicated soft to firm glacial deposits.

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______________________________________________________________________________________P13131_ Rp_D01 11 27/03/2014

5.1 GROUNDWATER

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. Details of the ground water are presented graphically on the

relevant exploratory logs within APPENDIX 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 sealing-off of groundwater as the borehole casing

advances.

SUMMARY OF GROUNDWATER STRIKES – BH

Location Groundwater strike, m bgl

Rose to after 20 minutes, m bgl Comments

BH01 - - No groundwater encountered. BH02 - - No groundwater encountered. BH03 5.0 4.1 - BH04 - - No groundwater encountered. BH05 - - No groundwater encountered. BH06 - - - BH07 9.4 8.5 - BH08 - - No groundwater encountered. BH09 - - No groundwater encountered. BH10 - - No groundwater encountered. BH11 - - No groundwater encountered. BH12 - - No groundwater encountered. BH13 - - No groundwater encountered. BH14 - - No groundwater encountered. BH15 - - No groundwater encountered. BH16 - - No groundwater encountered.

BH17 - -

No groundwater encountered. In situ permeability test Standpipe installed

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SUMMARY OF GROUNDWATER STRIKES – RC

Location Groundwater strike, m bgl Comments

10.3 12.5 14.9 15.7

RC01

18.7 See shift data 3.0 10.1 14.9

RC02

17.6 See shift data Standpipe installed

RC03 14 See shift data RC04 4.3 Standpipe installed

9.2 RC05

12.1 See shift data 4.7 RC06

14.7 See shift data SUMMARY OF GROUNDWATER STRIKES - TP

Location Groundwater strike, m bgl Comments

TP01 - None encountered. TP02 - None encountered. TP03 - None encountered. TP04 - None encountered. TP05 3.9 Slow inflow at 3.9m. TP06 - None encountered. TP07 - None encountered. TP08 - None encountered. TP09 - None encountered. TP10 - None encountered. TP11 - None encountered. TP12 3.4 Slow inflow at 3.4m.

TP13 0.9 Trickle at 0.9m - assumed perched water.

TP14 - None encountered. TP15 - None encountered.

0.8 Slow inflow at 0.8m- assumed perched water.

TP16

1.4 Steady inflow at 1.4m. SK01 1.15 Steady inflow at 1.15m. SK02 - None encountered.

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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 Boulder 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 APPENDIX A of this factual

report.

4. Groundwater was encountered between 1.4m bgl and 18.7m bgl. Details of

ground water encountered are presented on the relevant exploratory log

presented in APPENDIX A of this report and section 5.1.

5. 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 APPENDIX B of this factual report.

7. An exploratory location plan is presented in APPENDIX C of this factual report.

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APPENDIX A EXPLORATORY HOLE AND PHOTOGRAPHIC RECORDS

Cable percussion boreholes

BH01, BH02, BH03, BH04, BH05, BH06,

BH07, BH08, BH08A, BH09, BH10, BH11,

BH12, BH13, BH13A, BH14, BH15, BH16

and BH17.

Rotary boreholes RC01, RC02, RC03, RC04, RC05 and

RC06

Trial pits

TP01, TP02, TP03, TP04, TP05, TP06,

TP07, TP08, TP09, TP10, TP11, TP12,

TP13, TP14, TP15 and TP16.

SK01 and SK02

PBT01, PBT02, PBT03 and PBT04

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KEY TO SYMBOLS ON EXPLORATORY HOLE RECORDS

All linear dimensions are in metres or millimetres

DESCRIPTIONS** Drillers DescriptionFriable Easily crumbled

SAMPLESU( ) Undisturbed 102mm diameter sample, ( ) denotes number of blows to drive samplerU( )F, U( )P F‐ not recovered, P‐partially recoveredU38 Undisturbed 38mm diameter sampleP(F), (P) Piston sample ‐ disturbedB Bulk sample ‐ disturbedD Jar Sample ‐ disturbedW Water SampleCBR California Bearing Ratio mould sampleES Chemical Sample for Contamination AnalysisSPTLS Standard Penetration Test S lump sample from split samplerCORE RECOVERY AND ROCK QUALITYTCR Total Core Recovery (% of Core Run)SCR Solid Core Recovery (length of core having at least one full diameter as % of core run)RQD Rock Quality Designation (length of solid core greater than 100mm as % of core run)Where there is insufficient space for the TCR, SCR and RQD, the results may be found in the remarks columnIf Fracture Spacing in mm (Minimum/Average/Maximum) NI ‐ non intact, NR ‐ no recoveryAZCL Assumed Zone of Core LossNI Non intact

GROUNDWATERGroundwater strike__Groundwater level after standing period__

Date/Water Date of shift (day/month)/Depth to water at end of previous shift shown above the dateand depth to water at beginning of shift given below the date

INSITU TESTINGS Standard Penetration Test ‐ split barrel samplerC Standard Penetration Test ‐ solid 60⁰ coneSW Self Weight PenetrationIvp, HVp (R) In Situ Vane Test, Hand Vane Test (R) demonstrates remoulded strengthK(F), (C), (R), (P) Permeability TestHP Hand Penetrometer Test

MEASURED PROPERTIESN Standard Penetration Test ‐ blows required to drive 300mm after seating drivex/y Denotes x blows for y mm within the Standard Penetration Testx*/y Denotes x blows for y mm within the seating drivecu Undrained Shear Strength (kN/m2)

CBR California Bearing Ratio

ROTARY DRILLING SIZES

NHPS

120146

Key Sheet

92113

7599

Index LetterNominal Diameter (mm)

Borehole Core5476

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Well / WaterStrikes

Depth (m)DepthLevel Legend(m)(m AOD)

Stratum Description

Project Name:

Client: Dates: Level:

Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type

Groundwater:Struck Sealed

Backfill

Depth (m) Level Depth

Rose to

Casing /

Casing

Equipment & Methods:

Drilled By

Hole Information:Hole Depth Casing Diameter

Chiselling:Depths (m) Time (hhmm) Tool

Water

Afterto

Shift Data: Shift (dd/mm/yyyy)

Flush

Casing depth Remarks

Comment

Groundwater

Hole Diameter

Facility Expansion at Medite Eurpoe

Medite, Europe

Borehole terminated due to obstruction.

Type

Type

Dando 2000

Samples & In Situ TestingResults

Results

Priority Geotechnical Ltd.Tel: 021 4631600Fax: 021 4638690www.prioritygeotechnical.ie

27/01/2014

P13131

22.22 m AOD

224166E - 124385N

WD

JMS

Cable Percussion

BH01

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

- - - - None encountered. 0.60m 200mm 200mm

--

0.60

27/01/201427/01/2014

0.60 0100

0.00m0.60m

Start of BoreholeEnd of Borehole

Chisel

0.00-0.60

0.60

B

CPT 25 (25,25/25) 0.60

21.62

21.62 0.60

Slightly sandy slightly gravelly CLAY.

End of Borehole at 0.60 m

1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

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insp

ectio

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pose

s only

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nt of

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right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 28-07-2015:23:40:41

http://www.prioritygeotechnical.ie/

medium cobble content. Sand is fine to coarse.Gravel is fine to medium, subangular tosubrounded.

Increase in gravel content below 2.0m.

Chiselled from 3.0m to 3.1m for 1 hour.End of Borehole at 3.10 m

1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000.


Results


16/01/2013-16/12/2013

P13131

22.14 m AOD

224138E - 124366N

WD

DMC

Cable Percussion

BH02

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


--

2.603.10

16/12/201316/12/2013

2.703.10

00300100

0.00m3.10m


ChiselChisel

0.30-1.00

1.00

1.00-1.50

1.802.00

2.00-2.50

3.00

B

CPT

B

DCPT

B

CPT

N=8 (2,2/2,2,2,2)

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

50 (12,12/25,25)3.10

21.14

21.14

20.64

19.64

19.1419.04

1.00

3.003.10

Brown, slightly sandy slightly gravelly CLAY.Sand is fine to coarse. Gravel is fine tomedium, subangular to subrounded.

Firm, brown, slightly sandy, gravelly CLAY with

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 28-07-2015:23:40:41


DCPT

B

CPT

B

CPT

B

DCPT

CPT

N=8 (2,2/2,2,2,2)

N=11 (2,3/3,2,3,3)

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)

50 (15,4/25,25 for 2mm)7.10

22.41

21.71

21.21

20.21

19.71

19.21

18.21

17.21

16.71

15.7115.61

0.30

1.00

3.00

6.00

7.007.10

Topsoil.

Brown, slightly gravelly, sandy CLAY.

Soft to firm, slightly sandy gravelly CLAY withmedium cobble content. Sand is fine to coarse.Gravel is fine to coarse, angular to rounded.Cobbles are angular to rounded, 150mm dia.

Increase in gravel content below 2.0m.Becoming firm.

Medium dense, clayey sandy GRAVEL with mediumcobble content. Sand is fine to coarse. Gravelis fine to coarse, angular to rounded. Cobblesare angular to rounded, 60-200mm dia.

Increase in sand content below 5.0m.

Medium dense, clayey sandy GRAVEL. Sand is fineto coarse. Gravel is fine to coarse, angularto rounded.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


16/01/2014-17/01/2014

P13131

22.71 m AOD

224136E - 124411N

WD

DMC

Cable Percussion

BH03

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

5.00m 4.10m 15min - - 7.10m 200mm 200mm

----

4.806.607.00

16/01/201416/01/201417/01/201417/01/2014

4.206.807.10

003000300100

0.00m1.00m1.00m7.10m

Start of BoreholeEnd of shiftStart of shiftEnd of Borehole

ChiselChiselChisel

0.801.00

1.00-1.50

1.802.00

2.00-2.50

2.803.00

3.00-3.50

4.00

4.00-4.50

5.00

5.00-5.50

5.806.00

7.00

DCPT

B

DCPT

B

For

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right

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uired

for a

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EPA Export 28-07-2015:23:40:41


6.10

23.91

23.21

22.71

22.21

21.71

21.21

20.21

19.21

18.71

18.21

18.2118.11

0.30

1.00

2.00

3.00

4.00

5.00

6.006.10

Topsoil.

Light brown CLAY.

Firm, brown, slightly sandy gravelly CLAY. Sandis fine to coarse. Gravel is fine to medium,angular.

Firm, brown, slightly sandy gravelly CLAY withlow cobble content and rootlets. Gravel is fineto coarse, subangular to rounded. Sand is fineto coarse.

Firm, brown, slightly sandy gravelly CLAY withmedium cobble content. Gravel is fine tocoarse, subangular to rounded. Sand is fine tocoarse. Cobbles are subangular to subrounded,60-100mm dia.

Medium dense, brown, clayey gravelly SAND withhigh cobble content. Gravel is fine to coarse,subangular to rounded. Sand is fine to coarse.Cobbles are subangular to subrounded, 60-70mmdia.

Medium dense, brown, very clayey very sandyGRAVEL with medium cobble content. Sand is fineto coarse. Gravel is fine to coarse,subangular to rounded. Cobbles are subangularto subrounded, 60-70mm dia.

Water added to aid drilling at 5.0m.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000.


Results


15/01/2014-16/01/2014

P13131

24.21 m AOD

224085E - 124410N

WD

DMC

Cable Percussion

BH04

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


----

6.00

15/01/201415/01/201416/01/201416/01/2014

6.10 0100

0.00m4.50m6.00m6.00m


Chisel

0.801.00

1.00-1.50

2.00

2.00-2.50

3.003.00

4.00

5.00

5.00-5.50

5.50-6.00

6.00

DCPT

B

CPT

B

CPTD

CPT

CPT

B

B

CPT

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

N=8 (2,2/2,2,2,2)

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)

For

insp

ectio

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pose

s only

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right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 28-07-2015:23:40:41


CPT

B

DCPT

B

DCPT

B

DCPT

B

CPT

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

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)

N=25 (25,25/25,-,-,-) 7.00

23.15

22.45

22.45

21.95

20.95

20.45

19.95

18.95

17.95

17.95

16.95

16.45

0.30

1.00

3.00

5.50

7.00

Topsoil.

Brown, slightly gravelly sandy SILT. Gravel isfine to medium, subangular. Sand is fine tocoarse.

Loose, becoming medium dense, brown, clayeyvery sandy GRAVEL with high cobble content.Sand is fine to coarse. Gravel is fine tomedium, subangular.

Firm, brown, slightly sandy slightly gravellyCLAY with low cobble content. Sand is fine tocoarse. Gravel is fine to medium, subangular.

Medium dense, clayey very sandy GRAVEL withmedium cobble content. Gravel is fine tocoarse, subangular to rounded. Cobbles aresubrounded, 60-100mm dia.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000.


Results


16/12/2013-17/12/2013

P13131

23.45 m AOD

224085E - 124371N

WD

DMC

Cable Percussion

BH05

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


----

4.505.507.00

16/12/201316/12/201317/12/201317/12/2013

4.705.607.00

003000300100

0.00m2.50m2.50m7.00m


ChiselChiselChisel

0.30-1.00

1.00

1.00-1.50

2.00

2.00-2.50

3.00

3.00-3.50

3.804.00

4.00-4.50

4.805.00

5.00-5.50

5.806.00

6.00-6.50

7.00

B

CPT

B

CPT

B

For

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ectio

n pur

pose

s only

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right

owne

r req

uired

for a

ny ot

her u

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EPA Export 28-07-2015:23:40:41


CPT

B

CPT

B

CPT

B

CPT

B

CPT

B

CPT

B

CPT

B

D

CPT

N=8 (2,2/2,2,2,2)

N=13 (2,3/3,4,3,3)

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)

50 (12,14/25,25)9.20

24.72

24.02

23.52

23.02

22.52

21.52

20.52

19.52

18.52

18.02

17.52

17.02

15.82

0.30

2.00

7.00

9.20

Brown, slightly sandy slightly gravelly SILT.Sand is fine to medium. Gravel is fine tomedium, subangular.

Firm, brown, slightly sandy gravelly CLAY withmedium cobble content. Sand is fine to medium.Gravel is fine to medium, subangular.

Firm to stiff, brown, slightly sandy gravellyCLAY with medium cobble content. Sand is fineto coarse. Gravel is fine to coarse, subangularto subrounded. Cobbles are subrounded,60-110mm dia.

Medium dense, sandy GRAVEL with high cobblecontent. Sand is fine to coarse. Gravel is fineto coarse, subangular. Cobbles are subangular,60-110mm dia.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


18/01/2014-19/01/2014

P13131

25.02 m AOD

224060E - 124394N

WN

JMS

Cable Percussion

BH06

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

- - - - - 9.20m 200mm 200mm

----

2.606.508.509.20

18/01/201418/01/201419/01/201419/01/2014

2.706.608.709.20

0030003000300030

0.00m6.00m6.00m9.20m


ChiselChiselChiselChisel

0.30-1.00

1.00

1.00-1.50

2.00

2.00-2.50

3.00

3.00-3.50

4.00

4.00-4.50

5.00

5.00-5.50

6.00

6.00-6.50

7.00

7.00-7.50

7.50-8.00

9.00

B

For

insp

ectio

n pur

pose

s only

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right

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r req

uired

for a

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EPA Export 28-07-2015:23:40:41


8.00

8.00-8.50

9.00

B

CPT

B

CPT

B

DCPT

B

CPT

B

CPT

B

CPT

B

BCPT

B

DCPT

B

CPTB

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

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)

N=35 (3,3/4,10,10,11)

N=13 (4,3/4,3,3,3)

N=12 (3,3/3,2,3,4)

27.39

26.64

26.64

26.14

25.14

24.64

24.14

23.14

22.14

21.14

20.64

20.14

19.64

19.14

18.14

0.25

1.00

3.00

8.00

Topsoil.

Brown, slightly sandy slightly gravelly CLAYwith rootlets. Sand is fine to medium. Gravelis fine to medium, subrounded.

Firm, brown, slightly sandy gravelly CLAY withrootlets. Sand is fine to coarse. Gravel isfine to coarse, subangular to subrounded.

Stiff, brown, slightly sandy slightly gravellyCLAY with medium cobble content. Sand is fineto coarse. Gravel is fine to coarse, angular tosubrounded. Cobbles are subangular to rounded,60-100mm dia.

Medium dense, brown, very clayey very sandyGRAVEL with medium cobble content. Sand is fineto course. Gravel is fine to course,subangular to subrounded. Cobbles aresubangular to subrounded, 60-90mm dia.

Continued next sheet

1

2

3

4

5

6

7

8

1:50

Sheet 1 of 2

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe

Borehole terminated at required depth.

Type

Type

Dando 2000


Results


10/01/2014-14/01/2014

P13131

27.64 m AOD

224035E - 124410N

WD

JMS

Cable Percussion

BH07

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

9.40m 8.50m 20min - - 14.40m 200mm 200mm

------

2.907.80

10/01/201410/01/201413/01/201413/01/201414/01/201414/01/2014

3.008.00

00300030

0.00m2.00m2.00m18.00m18.00m14.40m

Start of BoreholeEnd of shiftStart of shiftEnd of shiftStart of shiftEnd of Borehole

ChiselChisel

0.25-1.00

1.00

1.00-1.50

2.00

2.00-2.50

2.803.00

3.00-3.50

4.00

4.00-4.50

5.00

5.00-5.50

6.00

6.00-6.50

6.80-7.007.00

7.00-7.50

7.80

For

insp

ectio

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pose

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Conse

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right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 28-07-2015:23:40:41


CPT

B

CPT

B

B

CPT

B

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

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

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

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

14.40

17.14

16.14

15.64

15.14

14.14

13.1413.24

12.00

14.40

Medium dense, brown, very clayey very sandyGRAVEL with medium cobble content. Sand is fineto course. Gravel is fine to course,subangular to subrounded. Cobbles aresubangular to subrounded, 60-90mm dia.

Medium dense, brown, slightly sandy clayeyGRAVEL. Sand is fine to course. Gravel is fineto course, sub angular to subrounded.


10

11

12

13

14

15

16

17

1:50

Sheet 2 of 2

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


10/01/2014-14/01/2014

P13131

27.64 m AOD

224035E - 124410N

WD

JMS

Cable Percussion

BH07

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

9.40m 8.50m 20min - - 14.40m 200mm 200mm

------

2.907.80

10/01/201410/01/201413/01/201413/01/201414/01/201414/01/2014

3.008.00

00300030

0.00m2.00m2.00m18.00m18.00m14.40m

Start of BoreholeEnd of shiftStart of shiftEnd of shiftStart of shiftEnd of Borehole

ChiselChisel

9.00-9.50

9.8010.0010.20

10.00-10.50

10.9011.00

11.00-11.50

12.00

12.00-12.50

13.00-13.50

13.50

14.00-14.50

DCPT

BW

D

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 28-07-2015:23:40:41


Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe

Borehole terminated due to obstruction. Relocated to BH08A.

Type

Type

Dando 2000


Results


20/01/2014

P13131

28.75 m AOD

224010E - 124393N

WD

ID

Cable Percussion

BH08

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


--

0.80

20/01/201420/01/2014

0.90 0100

0.00m0.90m


Chisel

0.25-1.000.80

BCPT 50 (17,25/25,25 for 4mm)

0.90

28.50

27.75

27.85

0.25

0.90

Topsoil.

Brown, slightly sandy slightly gravelly CLAYwith low cobble content. Sand is fine tocoarse. Gravel is fine to coarse, angular torounded. Cobbles are angular to rounded, 150mmdia.

End of Borehole at 0.90 m1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

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 28-07-2015:23:40:41


Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


20/01/2014

P13131

28.65 m AOD

224010E - 124392N

WD

-

Cable Percussion

BH08A

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

1.20m 200mm 200mm

--

1.20

20/01/201420/01/2014

1.20 0100

0.00m1.20m


Chisel

0.40

1.00

D

CPT 50 (14,10/25,25 for 2mm)1.20

28.40

27.45

0.25

1.20

Topsoil.

Brown, slightly sandy slightly gravelly CLAYwith low cobble content. Sand is fine tocoarse. Gravel is fine to coarse, angular torounded. Cobbles are angular to rounded, 150mmdia.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

For

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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 28-07-2015:23:40:41


N=31 (7,7/10,7,7,7)

5.70

28.16

27.46

26.96

26.46

25.96

24.96

24.46

23.96

22.96

22.8622.76

0.30

2.00

4.00

5.605.70

Topsoil.

Firm, brown, slightly sandy slightly gravellyCLAY. Sand is fine to coarse. Gravel is fine tocoarse, subangular to subrounded.

Firm to stiff, brown, slightly sandy slightlygravelly CLAY with low cobble content and lowboulder content. Sand is fine to coarse. Gravelis fine to coarse, subangular to subrounded.Cobbles are subangular to subrounded, 60-90mmdia.

Firm, becoming stiff, brown, slightly sandyslightly gravelly CLAY. Sand is fine to coarse.Gravel is fine to coarse, angular tosubangular.

Becoming stiff below 5.0m.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


08/01/2014-09/01/2014

P13131

28.46 m AOD

223981E - 124363N

WD

JMS

Cable Percussion

BH09

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


----

5.505.60

08/01/201408/01/201409/01/201409/01/2014

5.605.70

00300100

0.00m5.00m5.00m5.60m


ChiselChisel

0.30-1.00

1.00

1.00-1.50

2.00

2.00-2.50

3.00

3.00-3.50

4.00

4.00-4.50

5.00

5.00-5.50

B

CPT

B

CPT

B

CPT

B

CPT

B

CPT

B

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

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

N=12 (3,3/3,3,4,2)

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

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 28-07-2015:23:40:41


Chiselled from 2.5m to 2.7m.End of Borehole at 2.70 m

1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


29/01/2014

P13131

32.76 m AOD

223978E - 124308N

wd

JMS

Cable Percussion

BH10

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


--

2.50

29/01/201429/01/2014

2.70 0100

0.00m2.70m


Chisel

0.50

1.00

1.00-1.50

1.50

2.00

2.00-2.50

2.70

D

CPT

B

D

CPT

B

CPT

N=11 (2,1/4,3,2,2)

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

25 (25,25/25) 2.70

32.66

31.26

30.26

30.2630.06

0.10

2.502.70

Topsoil.

Firm, brown, slightly sandy gravelly CLAY withlow cobble content. Sand is fine to coarse.Gravel is fine to coarse, angular tosubangular. Cobbles are subangular, 60-50mmdia.

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 28-07-2015:23:40:41


Gravel is subangular to subrounded. Sand isfine to coarse.

Firm, brown, gravelly CLAY with low cobblecontent. Gravel is fine to coarse, angular torounded. Cobbles are angular to rounded,60-200m dia.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


09/01/2014-10/01/2014

P13131

25.74 m AOD

224015E - 124320N

WD

JMS

Cable Percussion

BH11

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


----

1.602.00

09/01/201410/01/201410/01/201409/01/2014

1.702.10

00300100

0.00m1.50m2.10m1.50m

Start of BoreholeStart of shiftEnd of BoreholeEnd of shift

ChiselChisel

0.30-1.00

1.00

1.00-1.50

2.00

B

CPT

B

CPT

N=10 (2,2/2,3,2,3)

50 (25,25/25,25 for 1mm)2.10

25.44

24.74

24.24

24.24

23.7423.64

0.30

1.50

2.002.10

Topsoil.

Firm, brown, slightly gravelly sandy CLAY.

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 28-07-2015:23:40:41


0.30

1.601.80

3.00

4.104.20

Topsoil.

Firm, brown, slightly gravelly slightly sandyCLAY with medium cobble content and rootlets.Gravel is fine to coarse, subangular. Sand isfine to coarse. Cobbles are subangular,60-100mm dia.

Grey, limestone BOULDER. Boulder is subangular,205mm dia.

Medium dense, brown, very clayey very sandyGRAVEL with low cobble content. Sand is fine tocoarse. Gravel is fine to coarse, subangular.Cobbles are subrounded, 60-100mm dia.

Medium dense, yellow/ brown, slightly clayeyvery sandy GRAVEL with medium cobble contentand grass roots. Gravel is fine to coarse,subangular. Sand is medium to coarse. Cobblesare subangular, 60-70mm dia.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


07/01/2014

P13131

24.14 m AOD

224060E - 124318N

WD

JMS

Cable Percussion

BH12

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


--

1.604.10

07/01/201407/01/2014

1.804.20

00300100

0.00m4.20m


ChiselChisel

0.30-1.00

1.00

1.00-1.50

1.60-1.80

2.00

2.00-2.50

3.00

3.00-3.50

4.00

B

CPT

B

B

CPT

B

CPT

B

CPT

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

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

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

50 (12,11/25,25 for 2mm)4.20

23.84

23.14

22.64

22.5422.3422.34

21.64

21.14

20.64

20.0419.94

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 28-07-2015:23:40:41


Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000.


Results


28/01/2014

P13131

33.68 m AOD

223983E - 124439N

WD

JMS

Cable Percussion

BH13A

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

0.50m 200mm 200mm

--

0.50

28/11/200428/01/2014

0.50 0100

0.00m0.50m


Chisel

0.20-0.500.50

BCPT 50 (20,25/25,25) 0.50

33.4833.1833.18

0.20

0.50

Topsoil.

Brown, slightly sandy gravelly CLAY with highcobble content and topsoil constituents. Sandis fine to coarse. Gravel is fine to coarse,angular to subangular. Cobbles are subangular,60-160mm dia.

End of Borehole at 0.50 m 1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

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 28-07-2015:23:40:41


Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe

Borehole terminated due to obstruction. Relocated to BH13A.

Type

Type

Dando 2000


Results


28/01/2014

P13131

33.68 m AOD

223982E - 124438N

WD

-

Cable Percussion

BH13

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


--

0.70

28/01/201428/01/2014

0.72 0100

0.00m0.70m


Chisel

0.500.70

DCPT N=25 (25,25/25,-,-,-) 0.72

33.48

32.9832.96

0.20

0.700.72

Topsoil.

Brown, sandy gravelly CLAY.

Chiselled from 0.7m to 0.72m for 1 hour.End of Borehole at 0.72 m 1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

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 28-07-2015:23:40:41


B

DCPT

B

DCPT

B

DCPT

B

CPT

B

CPT

B

CPT

B

CPT

CPT

N=6 (2,3/2,1,2,1)

N=10 (2,2/3,2,2,3)

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)

N=29 (5,6/6,5,10,8)

N=25 (9,9/9,5,6,5)

N=50 (15,15/25,25,-,-)9.20

22.33

21.53

21.03

20.03

19.53

19.03

18.53

18.03

17.03

16.03

15.03

15.03

13.4313.33

0.20

1.00

3.00

4.00

7.50

9.109.20

Topsoil.

Brown, sandy CLAY.

Firm, brown, slightly sandy slightly gravellySILT with low cobble content. Sand is fine tocoarse. Gravel is fine to coarse, angular torounded. Cobbles are angular to rounded,60-80mm dia.

Firm, brown, slightly sandy slightly gravellySILT with low cobble content. Sand is fine tocoarse. Gravel is fine to coarse, angular torounded. Cobbles are angular to rounded,60-150mm dia.

Stiff, brown, slightly sandy slightly gravellySILT with medium cobble content. Sand is fineto coarse. Gravel is fine to coarse, subangularto rounded. Cobbles are subangular to rounded,60-200mm dia.

Medium dense, slightly clayey sandy GRAVEL.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


24/01/2014-27/01/2014

P13131

22.53 m AOD

224127E - 124389N

WD

ID

Cable Percussion

BH14

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


----

5.707.609.10

24/01/201424/01/201427/01/201427/01/2014

5.877.709.20

003000300100

0.00m6.00m6.00m9.20m


ChiselChiselChisel

0.801.00

1.00-1.50

1.802.00

2.00-2.50

2.803.00

3.00-3.50

3.804.00

4.00-4.50

5.00

5.00-5.50

6.00

6.00-6.50

7.00

7.00-7.50

8.00

9.00

DCPT

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 28-07-2015:23:40:41


Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


24/01/2014-27/01/2014

P13131

22.53 m AOD

224127E - 124389N

WD

ID

Cable Percussion

BH14

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


----

5.707.609.10

24/01/201424/01/201427/01/201427/01/2014

5.877.709.20

003000300100

0.00m6.00m6.00m9.20m


ChiselChiselChisel


10

11

12

13

14

15

16

17

1:50

Sheet 1+ of 1

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 28-07-2015:23:40:41


Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


22/01/2014

P13131

25.08 m AOD

224036E - 124319N

WD

-

Cable Percussion

BH15

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


--

1.20

22/01/201422/01/2014

1.20 0100

0.00m1.20m


Chisel

0.801.00

DCPT N=50 (3,3/25,25,-,-)

1.20

24.88

23.88

0.20

1.20

Topsoil.

Brown, slightly sandy slightly gravelly CLAY.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

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 28-07-2015:23:40:41


B

DCPT

B

CPT

B

CPT

B

B

CPT

N=6 (2,1/1,2,2,1)

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

N=26 (4,5/7,6,5,8)

N=23 (5,4/4,5,7,7)

N=17 (4,4/4,4,4,5)

N=38 (1,3/6,10,14,8)

50 (3,19/25,25)7.90

26.53

25.78

25.28

24.28

23.28

22.28

21.28

19.78

19.28

18.88

0.25

7.90

Topsoil.

Firm, brown, slightly sandy slightly gravellyCLAY with medium cobble content. Sand is fineto coarse. Gravel is fine to coarse, angular torounded. Cobbles are angular to rounded,60-200mm dia.

CLAY is stiff below 3.0m.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Dando 2000


Results


20/01/2014-21/01/2014

P13131

26.78 m AOD

224013E - 124364N

WD

DI

Cable Percussion

BH16

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


----

5.706.607.90

20/01/201420/01/201421/01/201421/01/2014

5.906.807.90

003000300100

0.00m2.00m2.00m7.90m


ChiselChiselChisel

0.25-1.00

1.00

1.00-1.50

2.00

2.00-2.50

3.00

3.00-3.50

3.804.00

4.00-4.50

5.00

5.00-5.50

6.00

6.50-7.00

7.00-7.50

7.70

B

CPT

B

CPT

B

CPT

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 28-07-2015:23:40:41


N=8 (2,2/2,2,2,2)

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)5.70

22.27

21.47

20.97

19.97

19.67

18.97

17.97

16.97

16.8716.77

0.20

1.00

2.80

5.605.70

Topsoil.

Light brown, sandy CLAY.

Soft, becoming firm, brown, slightly sandyslightly gravelly CLAY with medium cobblecontent. Sand is fine to coarse. Gravel is fineto coarse, angular to rounded. Cobbles areangular to rounded, 60-80mm dia.

Stiff, brown, slightly sandy slightly gravellyCLAY with medium cobble content. Sand is fineto coarse. Gravel is fine to coarse, angular torounded. Cobbles are angular to rounded,60-200mm dia.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe

Borehole terminated due to obstruction. Permeability test carried out.50mm standpipe installed, response zone from 5.6m to 1.0m.

Type

Type

Dando 2000


Results


22/01/2014-23/01/2014

P13131

22.47 m AOD

224104E - 124332N

WD

ID

Cable Percussion

BH17

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3


----

5.60

22/01/201422/01/201423/01/201423/01/2014

5.70 0100

0.00m5.00m5.00m5.70m


Chisel

0.801.00

1.00-1.50

1.802.00

2.00-2.50

2.803.00

3.00-3.50

4.00

4.00-4.50

5.00

5.00-5.50

5.60

DCPT

B

DCPT

B

DCPT

B

CPT

B

CPT

B

CPT

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

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 28-07-2015:23:40:41


P13131 Falling head permeability testUndertaken in borehole casing, See BH17 log for details.

Location E N mODBH ID BH17 Hw/ Ho 5.100Casing diameter 200 mmCasing depth 5.3 mBorehole depth 5.7 mGroundwater level - mbglDate 23.01.2014Strata Slightly sandy slightly gravelly CLAY

Min Sec depth, m bgl vol, cu.m Ht log H0/Ht- 0 1.870 0.05872 5.10 0.000- 10 1.940 0.06092 5.03 -0.006- 20 1.980 0.06217 4.99 -0.009- 30 2.015 0.06327 4.96 -0.013- 40 2.030 0.06374 4.94 -0.014 kmean 2.33E-06 ms-1

- 50 2.060 0.06468 4.91 -0.016 k H = kV

- 60 2.140 0.06720 4.83 -0.0242 120 2.200 0.06908 4.77 -0.029

2.5 150 2.260 0.07096 4.71 -0.0353 180 2.300 0.07222 4.67 -0.038

3.5 210 2.330 0.07316 4.64 -0.0414 240 2.370 0.07442 4.60 -0.045

4.5 270 2.400 0.07536 4.57 -0.0485 300 2.430 0.07630 4.54 -0.05110 600 2.840 0.08918 4.13 -0.09220 1200 3.065 0.09624 3.91 -0.11630 1800 3.160 0.09922 3.81 -0.12740 2400 3.220 0.10111 3.75 -0.13450 3000 3.250 0.10205 3.72 -0.13760 3600 3.270 0.10268 3.70 -0.139

Rate of infiltration

-0.160

-0.140

-0.120

-0.100

-0.080

-0.060

-0.040

-0.020

0.0000 500 1000 1500 2000 2500 3000 3500

Time, s

Log

H0/H

t

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 28-07-2015:23:40:41

9.00

See BH01 for overburden details.

Open hole boring. Driller described: Stiff CLAYwith cobble content and boulder content.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 3

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Compressed air-mist flush.Soil Mech PSM 8G


Results


17/01/2014

P13131

24.22 m AOD

224084E - 124409N

WD

JMS

Rotary Cored

RC01

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

10.30m12.50m14.90m15.70m18.70m

-----

-----

-----

See shift data----

10.20m11.70m20.20m

131mm76mm131mm

131mm76mm131mm

-16.10m

17/01/201417/01/2014

0.00m20.20m


6.00

7.50

9.00

CPT

CPT

CPT

N=29 (6,4/8,8,7,6)

N=30 (8,10/7,9,7,7)

50 (12,19/25 for 2mm)

6.00

7.50

9.00

18.22

15.22

6.00

For

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ectio

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pose

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uired

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se.

EPA Export 28-07-2015:23:40:41


10.20

10.20-11.70

12.00

13.50

15.00

16.50

18.00

CPT

19

CPT

CPT

CPT

CPT

CPT

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

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

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)

6 0

10.20100.00%

11.70

12.00

13.00

15.00

16.50

18.00

14.02

12.52

10.20

11.70

Open hole boring. Driller described: CLAY withboulder content.

Grey BOULDER of Limestone lithology.

Open hole boring. Driller described: Stiff CLAYwith boulder content.


10

11

12

13

14

15

16

17

1:50

Sheet 2 of 3

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

TCR


SCR

Samples & In Situ Testing

RQD

Results

Fracture spacing


17/01/2014

P13131

24.22 m AOD

224084E - 124409N

WD

JMS

Rotary Cored

RC01

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

10.30m12.50m14.90m15.70m18.70m

-----

-----

-----

See shift data----

10.20m11.70m20.20m

131mm76mm131mm

131mm76mm131mm

-16.10m

17/01/201417/01/2014

0.00m20.20m


For

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ectio

n pur

pose

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.

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nt of

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uired

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se.

EPA Export 28-07-2015:23:40:41



19

20

21

22

23

24

25

26

1:50

Sheet 3 of 3

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


TCR

TCR


SCR

SCR

Rotary CoringRQD

RQD Fracture spacing


17/01/2014

P13131

24.22 m AOD

224084E - 124409N

WD

JMS

Rotary Cored

RC01

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

10.30m12.50m14.90m15.70m18.70m

-----

-----

-----

See shift data----

10.20m11.70m20.20m

131mm76mm131mm

131mm76mm131mm

-16.10m

17/01/201417/01/2014

0.00m20.20m


19.50 CPT N=34 (8,10/11,8,7,8) 19.50

20.20 4.02 20.20


For

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ectio

n pur

pose

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EPA Export 28-07-2015:23:40:41


Rotary Core Photographic Record

Number:

RC01

Project Project No Engineer

Medite, Clonmel P13131 RPS

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ectio

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pose

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EPA Export 28-07-2015:23:40:41

N=30 (7,7/8,9,7,6)

N=33 (12,6/6,10,7,10)

N=27 (6,8/8,6,7,6)

N=21 (3,4/6,5,6,4)

3.10

4.50

6.00

7.50

9.00

19.16

17.76

3.10

4.50


Open hole boring. Driller described: Dense,sandy GRAVEL with boulder content.



1

2

3

4

5

6

7

8

1:50

Sheet 1 of 3

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe

Borehole terminated at required depth. 50mm dia standpipe installed,response zone from 20.2m to 2.0m.

Type

Type



Results


09/01/2014-10/01/2014

P13131

22.26 m AOD

224137E - 124370N

WD

-

Rotary Cored

RC02

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

3.00m10.10m14.90m17.60m

----

----

----

See shift data---

15.00m16.00m20.20m

131mm76mm131mm

131mm76mm131mm

-4.10m2.60m9.40m

09/01/201409/01/201410/01/201410/01/2014

0.00m15.00m15.00m20.20m


3.10

4.50

6.00

7.50

9.00

CPT

CPT

CPT

CPT

CPT

N=35 (9,7/10,8,8,9)

For

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ectio

n pur

pose

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EPA Export 28-07-2015:23:40:41


10.50

12.00

13.50

15.00

15.00-16.00

16.50

18.00

CPT

CPT

CPT

CPT

0

CPT

CPT

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)

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

N=12 (4,2/3,3,4,2)

0 0

10.50

12.00

13.50

15.00100.00%

16.00

16.50

18.00

7.26

6.26

4.26

15.00

16.00

18.00


No recovery.


Open hole boring. Driller described: SandyCLAY.


10

11

12

13

14

15

16

17

1:50

Sheet 2 of 3

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

TCR


SCR


RQD

Results

Fracture spacing


09/01/2014-10/01/2014

P13131

22.26 m AOD

224137E - 124370N

WD

-

Rotary Cored

RC02

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

3.00m10.10m14.90m17.60m

----

----

----

See shift data---

15.00m16.00m20.20m

131mm76mm131mm

131mm76mm131mm

-4.10m2.60m9.40m

09/01/201409/01/201410/01/201410/01/2014

0.00m15.00m15.00m20.20m


For

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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 28-07-2015:23:40:41


20.20

Open hole boring. Driller described: SandyCLAY.

Open hole boring. Driller described: Stiff,sandy CLAY with boulder content.


19

20

21

22

23

24

25

26

1:50

Sheet 3 of 3

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


TCR

TCR


SCR

SCR

Rotary CoringRQD



09/01/2014-10/01/2014

P13131

22.26 m AOD

224137E - 124370N

WD

-

Rotary Cored

RC02

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

3.00m10.10m14.90m17.60m

----

----

----

See shift data---

15.00m16.00m20.20m

131mm76mm131mm

131mm76mm131mm

-4.10m2.60m9.40m

09/01/201409/01/201410/01/201410/01/2014

0.00m15.00m15.00m20.20m


19.50 CPT N=19 (8,4/4,6,5,4) 19.50

20.20

2.76

2.06

19.50

For

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ectio

n pur

pose

s only

.

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nt of

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uired

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se.

EPA Export 28-07-2015:23:40:41


Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type



Results


20/01/2014-24/01/2014

P13131

27.77 m AOD

224033E - 124410N

WD

JMS

Rotary Cored

RC03

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

14.00m - - - See shift data 14.50m17.50m

131mm76mm

131mm76mm

-8.20m7.80m8.10m

20/01/201420/01/201424/01/201424/01/2014

0.00m15.50m15.50m17.50m




1

2

3

4

5

6

7

8

1:50

Sheet 1 of 2

For

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ectio

n pur

pose

s only

.

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nt of

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uired

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se.

EPA Export 28-07-2015:23:40:41


15.00-15.50

15.50-16.30

16.30-17.50

CPT

80

50

79

87

(50 for 2mm)

60

30

90

68

44

20

56

59

30mm min100mm avg210mm max

14.4014.50

100.00%

17.50

13.3713.27

10.27

14.4014.50

17.50


Open hole boring. Driller described: Rock.

Strong, grey, fossiliferous LIMESTONE withcalcite veining. Fractures: Weathering:Slightly weathered. Loss of strength. Claysmearing. Localised discolouration. Fractures:Closely to medium spaced. Fractures dipapproximately 65-90 degrees with planar andundulating surfaces.

14.5m - 15.0m: Fracture index - 5.15.0m - 15.5m: Fracture index - 5.15.5m - 16.3m: Fracture index - 8.

16.3m - 17.5m: Fracture index - 8.16.35m - 16.85m: Non-intact.


10

11

12

13

14

15

16

17

1:50

Sheet 2 of 2

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

TCR


SCR


RQD

Results

Fracture spacing


20/01/2014-24/01/2014

P13131

27.77 m AOD

224033E - 124410N

WD

JMS

Rotary Cored

RC03

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

14.00m - - - See shift data 14.50m17.50m

131mm76mm

131mm76mm

-8.20m7.80m8.10m

20/01/201420/01/201424/01/201424/01/2014

0.00m15.50m15.50m17.50m


14.40

14.50-15.00

For

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ectio

n pur

pose

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nt of

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uired

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se.

EPA Export 28-07-2015:23:40:41



Number:

RC03



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 28-07-2015:23:40:41

2.00

2.50

2.50-3.50

3.50

3.50-4.50

4.50

6.00-7.20

7.20-8.30

8.30-9.30

CPT

CPT

15

CPT

13

CPT

68

40

74

(50 for 6mm)

25 (25,25 for 2mm/25 for 3mm)

N=68 (10,14/12,18,17,21)

25 (22,25 for 2mm/25 for 2mm)

0

0

51

18

74

0

0

38

9

74


2.00

2.50100.00%

3.50

4.50

6.00100.00%

23.78

21.28

19.78

2.00

4.50

6.00


Open hole boring. Driller described: Possiblerock recovered as: Light brown/ grey, slightlysandy GRAVEL. Sand is fine to medium. Gravel iscoarse, subangular to rounded, Siltstone.

Open hole boring. Driller described: Weatheredrock.

Strong, light grey, fossiliferous, chertyLIMESTONE with calcite veining. Weathering:Slightly weathered. Localised discolouration.Minor orange oxide staining. Fractures: Closelyto medium spaced. Fractures dip: 1)Approximately 90 degrees 2) Approximately 10degrees. Surfaces are planar and undulatingrough.

6.0m - 7.2m: Fracture index - 7.7.2m - 8.3m: Fracture index - 6.

8.3m - 9.3m: Fracture index - 5.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 2

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

TCR


SCR


RQD

Results

Fracture spacing


15/01/2014-16/01/2014

P13131

25.78 m AOD

224016E - 124320N

WD

JMS

Rotary Cored

RC04

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

4.30m - - - - 2.50m4.50m6.00m16.50m

131mm76mm131mm76mm

131mm76mm131mm76mm

-5.90m

--

15/01/201415/01/201416/01/201416/01/2014

0.00m6.00m6.00m6.00m


For

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ectio

n pur

pose

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.

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EPA Export 28-07-2015:23:40:41


9.30-10.80

10.80-12.10

12.10-12.70

12.70-14.30

14.30-15.10

15.10-16.50

82

73

97

65

96

93

82

56

55

46

96

93

82

48

17

39

71

71

70mm min90mm avg

130mm max


16.50 9.28 16.50

Strong, light grey, fossiliferous, chertyLIMESTONE with calcite veining. Weathering:Slightly weathered. Localised discolouration.Minor orange oxide staining. Fractures: Closelyto medium spaced. Fractures dip: 1)Approximately 90 degrees 2) Approximately 10degrees. Surfaces are planar and undulatingrough.








10

11

12

13

14

15

16

17

1:50

Sheet 2 of 2

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


TCR

TCR


SCR

SCR

Rotary CoringRQD


Fractures


15/01/2014-16/01/2014

P13131

25.78 m AOD

224016E - 124320N

WD

JMS

Rotary Cored

RC04

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

4.30m - - - - 2.50m4.50m6.00m16.50m

131mm76mm131mm76mm

131mm76mm131mm76mm

-5.90m

--

15/01/201415/01/201416/01/201416/01/2014

0.00m6.00m6.00m6.00m


For

insp

ectio

n pur

pose

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.

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nt of

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uired

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se.

EPA Export 28-07-2015:23:40:42



Number:

RC04



For

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ectio

n pur

pose

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.

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nt of

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uired

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EPA Export 28-07-2015:23:40:42

24.25

21.25

1.50

4.50

7.50

Open hole boring. Driller described: CLAY withcobble content.

Open hole boring. Driller described: Stiff CLAYwith cobble content and boulder content.


Open hole boring. Driller described: Stiff,gravelly CLAY.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 2

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Soil Mech PSM 8G


Results


24/01/2014-04/02/2014

P13131

28.75 m AOD

224005E - 124387N

WD

-

RO

RC05

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

9.20m12.10m

--

--

--

See shift data- 14.00m 131mm 131mm

---

12.40m

24/01/201424/01/201404/02/201404/02/2014

0.00m7.50m7.50m15.00m


0.00

1.50

3.00

4.50

6.00

7.50

9.00

CPT

CPT

CPT

CPT

CPT

CPT

CPT

N=23 (4,5/6,5,7,5)

N=25 (6,6/5,7,8,5)

N=25 (3,2/5,7,7,6)

N=16 (5,4/4,4,3,5)

N=24 (8,7/8,5,5,6)

N=22 (4,5/7,6,4,5)

N=22 (6,8/7,5,4,6)

0.00

1.50

3.00

4.50

6.00

7.50

9.00

27.25

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 28-07-2015:23:40:42



10

11

12

13

14

15

16

17

1:50

Sheet 2 of 2

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

Type

Soil Mech PSM 8G


Results


24/01/2014-04/02/2014

P13131

28.75 m AOD

224005E - 124387N

WD

-

RO

RC05

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

9.20m12.10m

--

--

--

See shift data- 14.00m 131mm 131mm

---

12.40m

24/01/201424/01/201404/02/201404/02/2014

0.00m7.50m7.50m15.00m


10.50

12.00

13.50

CPT

CPT

CPT

N=21 (8,11/5,5,6,5)

N=37 (6,8/10,11,9,7)

N=43 (12,10/14,10,7,12)

10.50

12.00

13.50

14.00

18.25

13.75

10.50

15.00

Open hole boring. Driller described: Stiff,gravelly CLAY.


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EPA Export 28-07-2015:23:40:42


4.50

4.50-5.50

6.00

7.50

8.00

CPT

CPT

CPT

CPT

20

CPT

CPT

CPT

N=27 (7,6/5,5,8,9)

N=39 (3,6/5,10,11,13)

50 (6,12/25 for 3mm)

N=35 (8,6/7,6,10,12)

N=27 (13,7/7,6,5,9)

N=26 (8,4/5,7,4,10)

N=30 (16,10/10,8,7,5)

8 0

0.00

1.50

3.00

4.50100.00%

5.50

6.00

7.50

8.00

20.81

19.31

17.81

16.81

16.31

14.81

13.31

1.50

3.00

4.50

5.50

6.00

7.50

9.00

Open hole boring. Driller described: COBBLESand BOULDERS.

Open hole boring. Driller described: Dense,sandy GRAVEL with cobble content.

Open hole boring. Driller described: SandyGRAVEL with boulder content.

Dark grey BOULDER.

Open hole boring. Driller described: Stiff,sandy gravelly CLAY with boulder content.

Open hole boring. Driller described: Stiff,sandy gravelly CLAY.

Open hole boring. Driller described: Stiff,sandy gravelly CLAY with boulder content.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 3

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


Type

TCR


SCR


RQD

Results

Fracture spacing


06/02/2014-07/02/2014

P13131

22.31 m AOD

224168E - 124383N

WD

JMS

Rotary Cored

RC06

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

4.70m14.70m

--

--

--

See shift data- 4.50m

5.50m15.00m20.00m

131mm76mm131mm76mm

131mm76mm131mm76mm

-6.20m5.60m11.20m

06/02/201406/02/201407/02/201407/02/2014

0.00m7.50m7.50m15.00m


0.00

1.50

3.00

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EPA Export 28-07-2015:23:40:42


10.50

12.00

13.50

15.00-16.00

16.00-17.20

17.20-18.50

CPT

CPT

CPT

27

51

55

N=28 (7,6/10,7,5,6)

N=35 (12,7/11,6,8,10)

(50 for 6mm)

70

23

26

0

0

8


10.50

12.00

13.50

15.00100.00%

11.81

10.31

8.81

7.71

7.31

10.50

12.00

13.50

14.60

15.00

Open hole boring. Driller described: CLAY withboulder content.

Open hole boring. Driller described: Stiff,sandy CLAY with boulder content.

Open hole boring. Driller described: Dense,clayey SAND with boulder content.

Open hole boring. Driller described: BoulderCLAY.

Open hole boring. Driller described: Possiblerock.

Possible weathered rock recovered as: GRAVELwith high cobble content. Gravel is coarse,subangular, limestone. Cobbles are subangular,limestone.





10

11

12

13

14

15

16

17

1:50

Sheet 2 of 3

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


TCR

TCR


SCR

SCR

Rotary CoringRQD


Fractures


06/02/2014-07/02/2014

P13131

22.31 m AOD

224168E - 124383N

WD

JMS

Rotary Cored

RC06

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

4.70m14.70m

--

--

--


5.50m15.00m20.00m

131mm76mm131mm76mm

131mm76mm131mm76mm

-6.20m5.60m11.20m

06/02/201406/02/201407/02/201407/02/2014

0.00m7.50m7.50m15.00m


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EPA Export 28-07-2015:23:40:42


18.50-20.00 44 12 7

20.00 2.31 20.00

Possible weathered rock recovered as: GRAVELwith high cobble content. Gravel is coarse,subangular, limestone. Cobbles are subangular,limestone.



19

20

21

22

23

24

25

26

1:50

Sheet 3 of 3

Well / WaterStrikes


Stratum Description

Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter


Medite, Europe


TCR

TCR


SCR

SCR

Rotary CoringRQD


Fractures


06/02/2014-07/02/2014

P13131

22.31 m AOD

224168E - 124383N

WD

JMS

Rotary Cored

RC06

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

4.70m14.70m

--

--

--


5.50m15.00m20.00m

131mm76mm131mm76mm

131mm76mm131mm76mm

-6.20m5.60m11.20m

06/02/201406/02/201407/02/201407/02/2014

0.00m7.50m7.50m15.00m


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EPA Export 28-07-2015:23:40:42



Number:

RC06



For

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EPA Export 28-07-2015:23:40:42

Samples & In Situ TestingDepth (m)

DepthLevel Legend(m)(m AOD) Stratum Description

Project Name:

Location:

Client:

Dimensions:Level:Co-ords:Project No.

Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water

Water Depth (m) Type Results Level Depth

Plant:Backfill:


13t Tracked Excavator

Medite, Europe

Arisings

Poor

Trial pit terminated due to side wall collapse.

Redmindstown, Clonmel, Co Tipperary

P13131


2.90m

None encountered.

224164E - 124388N22.31 m AOD

1.20

m

3.20m

TP01

17/12/2013

GB

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.50

1.50

2.50

B

B

B

22.11

19.41

0.20

2.90

Topsoil.

Light brown/ grey, clayey very sandy GRAVEL with high cobble contentand medium boulder content. Sand is fine to coarse. Gravel is fine tocoarse, subrounded to rounded. Cobbles are subrounded to rounded,60-200mm dia. Boulders are subrounded to rounded, 200-450mm dia.

Trial pit completed at 2.90 m

1

2

3

1:25

Sheet 1 of 1

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EPA Export 28-07-2015:23:40:42


Trial Pit Photographic Record

Number:

TP01



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EPA Export 28-07-2015:23:40:42



Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:



Medite, Europe

Arisings

Poor



P13131


3.10m

None encountered.

224152E - 124340N21.89 m AOD

1.10

m

3.20m

TP02

17/12/2013

GB

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.50

1.50

2.50

B

B

B

21.64

20.99

18.79

0.25

0.90

3.10

Topsoil.

Soft, light brown, slightly gravelly sandy CLAY with low cobblecontent.

Light brown/ grey, clayey very sandy GRAVEL with high cobble content.Sand is fine to coarse. Gravel is fine to coarse, subrounded torounded. Cobbles re subrounded to rounded.


1

2

3

1:25

Sheet 1 of 1

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EPA Export 28-07-2015:23:40:42



Number:

TP02



For

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EPA Export 28-07-2015:23:40:42



Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:



Medite, Europe

Arisings

Poor



P13131


3.80m

None encountered.

224116E - 124333N22.22 m AOD

1.00

m

3.30m

TP03

16/12/2013

GB

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.500.50

1.501.50

2.502.50

3.503.50

BD

BD

BD

BD

21.92

21.32

18.42

0.30

0.90

3.80

Topsoil.

Soft, light brown/ orange, slightly sandy slightly gravelly CLAY withmedium cobble content. Sand is fine. Gravel is fine to coarse,subrounded to rounded. Cobbles are subrounded to rounded, 60-200mmdia.

Firm, light brown/ grey, slightly gravelly sandy CLAY with mediumcobble content and low boulder content. Sand is fine to coarse. Gravelis fine to coarse, subrounded to rounded. Cobbles are subrounded,60-200mm dia. Boulders are subrounded to rounded, 200-300mm dia.


1

2

3

1:25

Sheet 1 of 1

For

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EPA Export 28-07-2015:23:40:42



Number:

TP03



For

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EPA Export 28-07-2015:23:40:42



Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:



Medite, Europe

Arisings

Poor



P13131


4.20m

None encountered.

224083E - 124327N23.14 m AOD

1.20

m

3.20m

TP04

16/12/2013

GB

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.600.60

1.501.50

2.00

2.50

3.503.50

BD

BD

D

B

BD

22.84

21.94

20.44

18.94

0.30

1.20

2.70

4.20

Topsoil.

Firm, slightly sandy slightly gravelly CLAY with low cobble content.Sand is fine to coarse. Gravel is fine to coarse, subrounded torounded. Cobbles are subrounded, 60-200mm dia.

Firm, light brown/ grey, slightly sandy gravelly CLAY with low cobblecontent and low boulder content. Sand is fine to coarse. Gravel isfine to coarse, subrounded to rounded. Cobbles are subrounded,60-200mm dia. Boulders are subrounded to rounded, 200-300mm dia.

Becoming more gravelly with depth below 2.0m.

Light grey/ brown, clayey very sandy GRAVEL with high cobble contentand low boulder content. Sand is fine to coarse. Gravel is fine tocoarse, subrounded to rounded. Cobbles are subrounded to rounded,60-200mm dia. Boulders are subrounded to rounded.


1

2

3

1:25

Sheet 1 of 1

For

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EPA Export 28-07-2015:23:40:42



Number:

TP04



For

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EPA Export 28-07-2015:23:40:42



Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:



Medite, Europe

Arisings

Poor

Trial pit terminated due to groundwater inflow and side wall collapse.


P13131


4.20m

Slow inflow at 3.9m.

224078E - 124351N23.39 m AOD

1.20

m

3.50m

TP05

16/12/2013

GB

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.500.50

1.501.50

3.503.50

4.004.00

BD

BD

BD

BD

23.09

22.39

20.19

19.19

0.30

1.00

3.20

4.20

Topsoil.

Firm, slightly sandy slightly gravelly SILT. Sand is fine to coarse.Gravel is fine to coarse, subrounded to rounded.

Firm, light brown/ grey, slightly sandy slightly gravelly CLAY withmedium cobble content and low boulder content. Sand is fine to coarse.Gravel is fine to coarse, subrounded to rounded. Cobbles aresubrounded, 60-200mm dia. Boulders are subrounded to rounded,200-300mm dia.

Light brown/ grey, very clayey very sandy GRAVEL with high cobblecontent and medium cobble content. Sand is fine to coarse. Gravel isfine to coarse, subrounded to rounded. Cobbles re subrounded torounded. Boulders are subrounded to rounded, 300-350mm dia.


1

2

3

1:25

Sheet 1 of 1

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EPA Export 28-07-2015:23:40:42



Number:

TP05



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EPA Export 28-07-2015:23:40:42



Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:



Medite, Europe

Arisings

Poor

Trial pit terminated due to obstruction.


P13131


3.60m

None encountered.

223993E - 124343N26.71 m AOD

1.20

m

3.30m

TP06

17/12/2013

GB

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.500.50

1.501.50

2.502.50

3.503.50

BD

BD

BD

BD

26.41

23.61

23.11

0.30

3.10

3.60

Topsoil.

Soft, light brown/ grey, slightly sandy slightly gravelly CLAY withmedium cobble content and low boulder content. Sand is fine to coarse.Gravel is fine to coarse, subrounded to rounded. Cobbles aresubrounded, 60-200mm dia. Boulders are subrounded to rounded,200-300mm dia.

Soft to firm below 1.5m.

Soft below 2.5m.

Soft, light brown/ grey, slightly gravelly sandy CLAY with high cobblecontent and low boulder content. Sand is fine to coarse. Gravel isfine to coarse, subrounded to rounded. Cobbles are subrounded,60-200mm dia. Boulders are subrounded to rounded, 200-300mm dia.


1

2

3

1:25

Sheet 1 of 1

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EPA Export 28-07-2015:23:40:42



Number:

TP06



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EPA Export 28-07-2015:23:40:42



Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:



Medite, Europe

Arisings

Moderate



P13131


3.30m

None encountered.

223989E - 124393N29.98 m AOD

1.20

m

3.10m

TP07

16/12/2013

GB

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.500.50

1.501.50

2.502.50

BD

BD

BD

29.68

29.08

26.68

0.30

0.90

3.30

Topsoil.

Firm, light brown/ orange, slightly sandy slightly gravelly CLAY withlow cobble content. Sand is fine. Gravel is fine to coarse, subroundedto rounded. Cobbles are subrounded to rounded, 60-200mm dia.

Firm, light brown, slightly sandy gravelly CLAY with medium cobblecontent and low boulder content. Sand is fine to coarse. Gravel isfine to coarse, subrounded to rounded. Cobbles are subrounded,60-200mm dia. Boulders are subrounded to rounded, 300-350mm dia.


1

2

3

1:25

Sheet 1 of 1

For

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EPA Export 28-07-2015:23:40:42



Number:

TP07



For

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EPA Export 28-07-2015:23:40:42



Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:



Medite, Europe

Arisings

Poor



P13131


1.70m

None encountered.

224009E - 124434N31.27 m AOD

1.10

m

3.30m

TP08

17/12/2013

GB

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.600.60

1.301.30

BD

BD

31.02

29.57

0.25

1.70

Topsoil.

Firm, light brown / grey, slightly sandy gravelly CLAY with highcobble content and high boulder content. Sand is fine to coarse.Gravel is fine to coarse, subrounded to rounded. Cobbles aresubrounded, 60-200mm dia. Boulders are subrounded to rounded,300-400mm dia.


1

2

3

1:25

Sheet 1 of 1

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EPA Export 28-07-2015:23:40:42



Number:

TP08



For

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EPA Export 28-07-2015:23:40:42


Number:

TP08



For

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EPA Export 28-07-2015:23:40:43



Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:



Medite, Europe

Arisings

Poor



P13131


3.20m

None encountered.

224030E - 124390N27.18 m AOD

1.10

m

3.30m

TP09

16/12/2013

GB

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.500.50

1.501.50

2.502.50

BD

BD

BD

26.88

26.28

23.98

0.30

0.90

3.20

Topsoil.

Firm, light brown, slightly sandy slightly gravelly CLAY with lowcobble content. Sand is fine to coarse. Cobbles are subrounded torounded, 60-200mm dia.

Firm, light brown, slightly sandy slightly gravelly CLAY with highcobble content and low boulder content. Sand is fine to coarse. Gravelis fine to coarse, subrounded to rounded. Cobbles are subrounded,60-200mm dia. Boulders are subrounded to rounded, 300-350mm dia.


1

2

3

1:25

Sheet 1 of 1

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EPA Export 28-07-2015:23:40:43



Number:

TP09



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EPA Export 28-07-2015:23:40:43