our ref: moc/nb/p - environmental protection agency · tp19 tp20 tp21 tp22 tp23 tp24 tp25 tp26 tp27...

P16128_Pipe F02 1 of 24

Our Ref: GH/Rp/P16128

06th March, 2017. Messrs. MRG Consulting Engineers

4 Day Place,

Tralee,

Co Kerry.

Re: Rathgoggan North WwTP, Outfall pipe route, Site investigation

Introduction

In September, 2016 Priority Geotechnical were requested by MRG, Consulting

Engineers, acting as Employer’s Representative on behalf of Kerry Ingredients Ltd, to

undertake a site investigation, to determine the ground and groundwater conditions

along the route of the proposed 2.5km outfall from the existing waste water treatment

plant at, Rathgoggan North to the river Maigue.

Scope

The scope of the ground investigation, which was specified by MRG in consultation with

PGL, comprised of the following:

Dynamic probing;

7No. cable percussive borehole;

7No. rotary core borehole;

19No. trial pit excavations;

In situ testing including, standard penetration;

Laboratory testing and

Reporting.

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Objectives

The purpose of the soils investigation was to provide information to allow for the

planning and design of the outfall pipe including crossing of existing water courses and

outfall chamber.

This report presents the factual records and data obtained with regard to the ground

investigation for the Rathgoggan North WwTP outfall pipe, and should be read in

conjunction with the exploratory and photographic records and laboratory test data

accompanying this report.

WwTP

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Site Works

This investigation was carried out in accordance with the contract specification:

Eurocode 7- Geotechnical Design Part 2, ground investigation and testing (BS EN 1997-

2: 2007) and the relevant British Standards (BS 5930 (1999) Code of Practice for Site

Investigation +A2:2010 and BS 1377, Method of Tests for Soil for Civil Engineering

Purposes, in situ Tests Parts 1 to 9).

The fieldworks were undertaken between the 04th September and the 07th November,

2016 under the supervision of PGL, Engineering Geologist. Subsequently the outfall

location was revised and supplementary works were undertaken between the 30th

January and 03rd February, 2017. Details of the plant and equipment used are detailed

on the relevant exploratory records, attached.

Proposed Maigue river crossing(s)

Proposed outfall

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Trial pits

Seventeen (17) number trial pit excavations (TP13, TP14, TP15, TP16, TP17, TP18,

TP19, TP20, TP21, TP22, TP23, TP24, TP25, TP26, TP27, TP28 and TP29.) were

excavated to depths of 1.3m below existing ground level (bgl) to 4.8m bgl using a 12t

tracked excavator. Trial pit excavations terminated below the expected invert depth or on

obstructions. The exploratory records attached, herein.

Dynamic probing

PGL’s Competitor dynamic probing rig was to undertake dynamic probing (DP(H); 50kg

drop weight, 500mm drop height) in general accordance with Geotechnical Investigation

and Testing, Part 2, Dynamic probing, BS EN ISO 22476-2:2005. The blows per 100mm

(N100) were recorded to refusal being 25blows without progress over 100mm. Twenty

four (24) number dynamic probes (DP09, DP10, DP11, DP12, DP13, DP14, DP15,

DP16, DP17, DP18, DP19, DP20, DP21, DP22, DP23, DP24, DP25, DP26, DP28,

DP29, DP30, DP31, DP32 and DP32A.) inclusive progressed to refusal at depths 0.4m

bgl and 6.0m bgl.

Cable tool boreholes

Four (4) cable percussive boreholes (BH04, BH05, BH06 and BH07) was drilled to

depths 4.3m bgl and 6.7m bgl using Dando 200 light cable percussive rig with 200mm

casing. Boreholes, terminating after one (1) hour chiseling without progress. The records

are attached, herein.

Rotary boreholes

Three (3) rotary boreholes (RC03, RC04 and RC05) was drilled to a depth 4.60m bgl to

10.4m bgl using a 6t Deltabase 520 rotary rig by means of open-hole, Symmetrex

boring. The records are attached, herein.

Sampling

A total of sixty four (64) bulk disturbed samples (B) and fifty eight (58) small disturbed

samples and 3.0lin.m rotary core (C) were recovered from the exploratory holes in

accordance with Geotechnical Investigation and Sampling – Sampling Methods and

Groundwater Measurements (EN ISO 22475-1:2006).

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In-situ testing

Standard Penetration Test

Thirty four (34) standard penetration tests, Nspt values, were carried out in the

boreholes using the 60o solid cone (CPT) in place of the standard split barrel sampler.

The tests were carried out in accordance with Geotechnical Investigation and Testing,

Part 3 Standard penetration test, BS EN ISO 22476-3:2005+A1:2011. The data is

presented on the exploratory logs accompanying this report.

Survey and Drawings

The ‘as built’ exploration locations were subsequently surveyed using Trimble 5700/5800

GPS equipment to the Ordinance Survey Irish Transverse Mercator system of co-

ordinates (ITM) and elevations to Malin Head datum. A location plan has been produced

and accompanies this report drawing ref: P16128-SI-02 – P16128-SI-05. The survey

data is summarized as follows:

Location Easting Northing Ground Level (mOD Malin)

Final Depth (m bgl)

Date

BH04 554135.670 627375.140 55.850 5.2 19/10/2016

BH05 554150.080 627467.120 57.320 5.5 20/10/2016

BH06 554260.090 627888.410 56.500 4.3 21/10/2016

BH07 554282.665 627986.630 56.434 6.7 03/02/2017

DP09 554065.530 625779.871 62.376 4.0 30/01/2017

DP10 554075.497 625858.303 61.964 5.0 30/01/2017

DP11 554083.655 625943.107 61.965 5.0 30/01/2017

DP12 554080.599 625951.389 62.283 3.9 30/01/2017

DP13 554084.000 625985.000 60.000 2.4 07/10/2016

DP14 554064.000 626098.000 62.000 0.9 03/10/2016

DP15 554040.000 626203.800 63.900 0.5 03/10/2016

DP16 554036.000 626428.900 58.600 2.5 03/10/2016

DP17 554031.000 626558.800 58.300 2.7 03/10/2016

DP18 554032.000 626676.800 58.100 2.5 03/10/2016

DP19 554042.000 626826.300 57.700 1.1 03/10/2016

DP20 554093.300 626960.400 57.400 4.0 06/10/2016

DP21 554146.900 627077.900 57.600 1.9 06/10/2016

DP22 554157.000 627238.000 57.700 2.8 06/10/2016

DP23 554140.500 627379.900 55.700 6.0 06/10/2016

DP24 554146.600 627463.000 57.400 2.8 06/10/2016

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Location Easting Northing Ground Level (mOD Malin)

Final Depth (m bgl)

Date

DP25 554165.800 627561.600 56.600 3.0 06/10/2016

DP26 554192.700 627678.600 56.600 4.7 06/10/2016

DP28 554287.000 627831.400 57.300 5.0 07/10/2016

DP29 554251.500 627894.400 56.200 5.0 07/10/2016

DP30 554114.430 626167.580 62.150 0.5 06/10/2016

DP31 554109.770 626212.350 62.550 0.8 06/10/2016

DP32 554103.120 626252.750 62.070 0.5 06/10/2016

DP32A 554102.100 626252.700 62.100 0.4 06/10/2016

RC03 554048.270 626172.490 63.780 4.6 03/11/2016

RC04 554137.150 627373.490 55.870 10.4 04/11/2016

RC05 554146.830 627465.970 57.270 10.0 07/11/2016

TP13 554083.340 625985.020 59.980 2.7 05/10/2016

TP14 554063.220 626098.200 61.990 2.9 04/10/2016

TP15 554039.410 626203.860 63.900 1.3 04/09/2016

TP16 554035.060 626428.990 58.560 3.9 04/10/2016

TP17 554030.600 626558.790 58.310 3.2 04/10/2016

TP18 554031.220 626676.780 58.050 3.5 04/10/2016

TP19 554041.350 626826.300 57.740 3.1 04/10/2016

TP20 554092.290 626960.430 57.380 3.3 04/10/2016

TP21 554145.940 627077.930 57.570 3.0 04/10/2016

TP22 554156.140 627238.020 56.720 4.0 05/10/2016

TP23 554139.530 627379.960 55.740 4.0 05/10/2016

TP24 554145.620 627463.000 57.410 4.8 15/10/2016

TP25 554164.810 627561.620 56.630 4.2 05/10/2016

TP26 554191.740 627678.600 56.580 4.2 05/10/2016

TP27 554221.520 627784.450 56.450 4.8 05/10/2016

TP28 554286.240 627831.650 57.280 4.0 05/10/2016

TP29 554250.500 627894.380 56.170 4.8 05/10/2016

Laboratory Testing

Laboratory testing was schedule by PGL on behalf of MRG. Testing was carried out by

PGL in accordance with BS1377 (1990), Methods of test for soils for civil engineering

purposes and ISRM suggested methods for rock characterisation, testing and

monitoring.

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The laboratory data accompanies this report and was summarised as follows;

SUMMARY OF LABORATORY TESTING Type No. Remarks

Natural moisture content 18 10% to 62%

Atterberg limits 06 Liquid limit, LL 29% to 75%

Plastic limit, PL 17% to 49%

Plasticity index, PI 12 to 26

Particle size distribution 08 No hydrometer analysis on fine soils

pH 05 8.0 to 9.0

Sulphate content SO4 05 <0.01g/l to 0.043g/l

California Bearing Ratio 02 <0.5%

Unconfined compressive strength 01 45MPa

Published Geology

The geology of the study area (GSI 1:100,000 mapping Sheet 17) is characterised by

Visean (VIS) and Walsortian (WA) Limestones. A search of the GSI well data indicated

bedrock 18m to 25m depth at a location (well ref: 1411NEW020/033) 2.5km north of the

study area. Bedrock outcrops was noted 730m north of the WwTP site. Teagasc subsoil

mapping indicates that the area is underlain by lake sediment, alluvial deposits and

glacial deposits derived from Devonian Sandstone. Historical site investigations

associated with Gas Transmission main (Ref: 1536) indicated glacial deposits to a depth

of 3.0m.

Ground conditions

The full details of the ground conditions encountered are provided for on the exploratory

records accompanying this report. The records provide descriptions, in accordance with

BS 5930 (1999) +A2: 2010 and Eurocode 7, Geotechnical Investigation and Testing,

Identification and classification of soils, Part 1, Identification and description (EN ISO

14688-1: 2002)– Identification and Classification of Soil, Part 2: Classification Principles

(EN ISO 14688-2:2004) and Identification and Classification of Rock, Part 1:

Identification & Description (EN ISO 14689-1:2004) of the materials encountered, in situ

testing and details of the samples taken, together with any observations made during the

ground investigation.

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P16128_Pipe F02 8 of 24

The site was characterised by soft to firm slightly sandy SILT deposits 0.9m to 1.8m

thick overlying stiff slightly sandy gravelly CLAY deposits with Cobble and Boulder

content to depths between 2.7m bgl to >10.0m bgl. Localised shallow bedrock

(Limestone) was identified <1.0m bgl in the vicinity of TP15.

Groundwater was recorded when encountered during boring and trial pit excavations

over a period of 20 minutes, noting any changes that may occur. Groundwater levels

were also monitored at start and end of drilling shifts.

It should be noted that the normal rate of boring may not permit the recording of

equilibrium groundwater levels for any one groundwater water strike where casing may

exclude low volume flows as the borehole progresses in stiff glacial deposits.

Groundwater conditions observed in the borings or pits are those appertaining to the

period of the investigation. Groundwater levels may be subject to diurnal, seasonal and

climatic variations and can also be affected by drainage conditions, tidal variations etc.

The groundwater regime should be assessed from standpipe well installations, where

available.

A summary of groundwater is presented below and detailed on the exploratory records,

herein.

SUMMARY OF GROUNDWATER

Location Depth of water strike, m bgl Remarks

Installation, Y/N

TP16 1.7 Trickle

N

TP17 3.0 Slight seepage

N

TP18 1.7 Deposits wet N

TP20 3.0 Slight seepage N


TP24 3.3 Steady flow N





BH04 - Artesian Y

BH05 - Wet below 3.5m bgl

Y

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Location Depth of water strike, m bgl Remarks

Installation, Y/N

BH06 - - Y

BH07 - Dry end shift Y

RC03 - 4.3m bgl end shift N

RC04 - 4.3m bgl end shift N

RC05 7.2 4.1m bgl end shift N

Groundwater was typically encountered between 1.7m bgl and 3.5m bgl. Four (4)

groundwater 50mm diameter standpipe wells were installed to allow for groundwater

monitoring.

Groundwater was measured at depth 0.45m bgl, 2.80m bgl and 1.45m bgl at BH04,

BH05 and BH06 respectively on the 08th November, 2016. Groundwater was again

measured at depth +0.30m1 bgl, 1.80m bgl and 0.63m bgl at BH04, BH05 and BH06

respectively on the 17th January, 2017.

Groundwater was again measured at depth +0.00m bgl, 1.46m bgl, 0.55m bgl and

0.62m bgl at BH04, BH05, BH06 and BH07 respectively on the 03rd March, 2017.

1 Artesian groundwater above ground level.

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Geotechnical Review

Ground model

Based on the site investigations, alluvial deposits of soft to firm2 slightly sandy SILT (MH-

MV) are present to depths 0.9m bgl to 1.8m bgl overlying glacial deposits of stiff slightly

sandy gravelly CLAY deposits with Cobble and Boulder content (CL-CI) to depths

between 2.7m bgl to >10.0m bgl. Localised shallow bedrock (medium strong

LIMESTONE, RC03) was identified 0.6m bgl to 1.6m bgl in the vicinity of TP15.

Elsewhere along the route bedrock, assumed Limestone was at a depth 2.7m bgl

(TP13), this being below the expected invert level to depths exceeding 3.0m bgl up to

10.0m bgl. MUDSTONE was encountered at RC04 below a depth 8.9m bgl.

Groundwater was typically encountered between 1.7m bgl and 3.5m bgl along the pipe

route. Mottled SILT deposits suggested possible fluctuating groundwater levels.

Equilibrium groundwater was taken to be between 55.5mOD to 55.9mOD at the Maigue

river. Artesian groundwater conditions were recorded at BH04 (56.15mOD) + 0.3m bgl.

Characteristic properties

The deposits were differentiated by alluvial SILT of high to very high plasticity deposits

(MH/ MV) in the upper 1.0m bgl to 1.8m bgl. These being underlain by glacial low to

intermediate plasticity CLAY deposits (CL-CI).

2 It shall be noted tactile assessment described stiff sandy SILT deposits, N100 H data indicated soft to firm deposits. The probe data is taken as characteristic of the soil strength being a physical measurement of a soil property. Seasonal moisture content may influence tactile assessment where also the deposits typically transitioned to higher strength with depth. Visually there is a distinct change from fine grained (SILT) deposits to more granular mixed glacial deposits (CLAY).

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Natural moisture content, w ranged between 28% to 62% in the upper alluvial deposits,

(MH-MV). In the glacial deposits (CL-CI) typically below 2.0m bgl, natural moisture

content ranged between 10% to 34%.

The variation in liquid limit highlighted the boundary between the two strata identified.

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With plasticity index, PI = 12-26, a factor f1 is proposed (f1 = 4.5, 5 & 6) such that Cu

(kPa) = Nspt x f1 (Stroud, 1975). This yielded undrained shear strenght between 15kPa to

35kPa in the upper 1.5m bgl. Below this shear strength increased with values between

42kPa to 86kPa.

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P16128_Pipe F02 13 of 24

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The correlation was cross referenced with actual Nspt vallues in cable percussion

boreholes and the relationships Nspt = N100 H +3 (SILT) and Nspt = N100 H x 2 (CLAY)

being confirmed.

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P16128_Pipe F02 15 of 24

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A review of natural moisture content, w to plastic limit, PL ratio, w/PL indicated soft to

firm deposits (w/PL >1.2) in the upper 1.5m bgl becomming firm to stiff (w/PL <1.2)

below this depth. (C504, Engineering in glacial tills). Soft deposits were present to

depths of 3.5m bgl adjacent to the existing watercourse(s) beyond DP23/ TP23 and

BH04. It was also noted that at BH07 natural moisture content yielded w/PL >1.2

indicative of soft deposits while Nspt data indicated stiff deposits.

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The rock mass characterization has been established using the Rock Quality

Designation, (RQD, Deere, 1964), Rock Mass Rating (RMR) using the Geo-mechanics

System (Bieniawski, 1989) and Geologic Strength Index (GSI, Hoek and Brown 1997,

2002). A review of the rock properties, strength (UCS, 45MPa), fracture spacing (30mm

– 380mm) and condition (slight weathering and clay smeared fractures), Rock Quality

Designation (RQD, 90% to 100%) and groundwater (assumed ‘damp’) was undertaken.

A rock mass rating of 57 was provided indicating Class III fair, Limestone, with a

recommended angle of friction 32o and cohesion 250kPa. A safe bearing pressure of

2.5MPa is expected in the rock mass in accordance with BS8004 figure 1 for Class 2

rock.

Foundations

It is expected to construct the pipe invert within the stiff CLAY deposits typically below

1.5m bgl. Approaching the watercourse the depth to invert is expected to increase to

found within the stiff deposits.

A presumed bearing pressure of 150kPa is expected (BS8004, Code of practice for

Foundations) of the stiff deposits. Taking a characteristic Nspt value of 12 an undrained

shear strength of 72kPa is recommended. Allowing for a partial factor of safety 1.4, (and

bearing capacity factor, NC = 5.14, Skempton 1951) an ultimate bearing pressure

between 264kPa is expected of the stiff glacial deposits.

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The low plasticity (CL) was indicative of low compressibility and so settlement is not

expected to exceed 25mm. An allowable bearing pressure of 150kPa is recommended

for settlement up to 25mm for foundations in the stiff CLAY deposits as well as for thrust

and anchor block design.

At the Maigue river crossing, BH04 and BH05 the invert shall be below 2.0m bgl

(53.8mOD) to 4.0m bgl (53.3mOD). A characteristic Nspt of 18 is recommended. A

characteristic shear strength of 90kPa is expected (f1 = 5), allowing for a partial factor of

safety 1.4, an ultimate bearing pressure of 330kPa is expected at invert level within the

stiff glacial deposit. Design for buoyancy can be expected with artesian groundwater in

this area. Anchor blocks shall be considered.

At the initial Maigue river outfall, BH06 the invert shall be below 2.0m bgl (54.5mOD). A

characteristic Nspt of 17 is recommended. A characteristic shear strength of 85kPa is

expected (f1 = 5), allowing for a partial factor of safety 1.4, an ultimate bearing pressure

of 312kPa is expected at invert level within the stiff glacial deposit.

At the revised Maigue river outfall, BH07 the invert shall be below 2.0m bgl (54.5mOD).

A characteristic Nspt of 18 is recommended. A characteristic shear strength of 90kPa is

expected (f1 = 5), allowing for a partial factor of safety 1.4, an ultimate bearing pressure

of 330kPa is expected at invert level within the stiff glacial deposit (CI). A high fines

content 86% was measured. The intermediate plasticity (CI) was indicative of some

degree of compressibility. Taking an factored (1.4) elastic modulus, E of 12MPa for the

stiff Clay, an allowable bearing pressure of 100kPa is recommended for settlement up to

10mm for foundations in the stiff CLAY deposits, subject to a review of the outfall

chamber geometry (presently assumed 2m sq. at a depth below 2.0m bgl).

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P16128_Pipe F02 19 of 24

Hardstandings

In the upper 1.0m soft deposits were identified. Trafficability of plant may be problematic.

Capping of 600mm is expected for a CBR 1%3 (NRA DMRB Vol 7 Pt 2A, TD25-26/10

Figure 4.1. A California bearing ratio, CBR of <0.5% was measured at BH04 and BH06

in the upper 1.0m correlating with low N100 H data and high moisture content in the high

plasticity Silt deposits.

Backfill to excavations

It is expected that excavate material will be used to backfill the trench excavations it

shall be considered segregating the Topsoil, upper soft SILT deposits and lower stiff

CLAY deposits. The lower CLAY should form the bulk of the backfill along with pipe

bedding and surround. Disposal of the SILT deposits is recommended where re-

compaction is expected to be poor.

Excavations

Excavation shall be by means of hydraulic excavator. Excavations in the glacial deposits

can expect to encounter coarse Cobble and Boulder particles. Localised excavation in

hard strata, Limestone will be required in the vicinity of TP15. Excavation within the

medium strong Limestone is expected to be by means of hydraulic ripping with some

breaking.

3 Taking shear strength 15kPa – 35kPa where Cu (kPa)= CBR (%) x 15 a lower limit of CBR1% to CBR2% is expected.

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P16128_Pipe F02 20 of 24

Excavation below the groundwater level shall be required at the proposed Maigue river

crossing.

Existing ponds

Dynamic probes were undertaken along the existing ponds where it is proposed to

construct the pipe outfall. The N100 H data indicated soft deposits, su <40kPa to depth

2.5m bgl. Below this depths there was an increase in strength. The pipe invert should be

constructed within the firm deposits. Regarding the soft deposits some basic form of

remediation of the pond lining/ construction should be undertaken. Trench boxes are

recommended to prevent failure of the cutting for the outfall pipe.

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P16128_Pipe F02 21 of 24

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P16128_Pipe F02 22 of 24

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EPA Export 13-07-2017:03:06:48

P16128_Pipe F02 23 of 24

Groundwater

Groundwater was typically not encountered during the fieldworks within the expected

depth to invert <2.0m bgl, with the exception of the Maigue river crossing and outfall.

Slow seepage is expected in the glacial deposits with equilibrium groundwater level

taken at the underside of the SILT deposits.

Design against uplift is required adjacent to the Maigue river crossing and outfall with

groundwater was taken to be between 55.5mOD to 55.9mOD, noting artesian conditions

at BH04, groundwater 56.15mOD. The recommended invert at the crossing lies below

53.3mOD to 54.5mOD, being below the groundwater level.

With d10 assumed <0.063mm permeability k is of the order <10-5ms-1, describing low

permeability (C113, Control of groundwater for temporary works). Groundwater control in

excavations shall be by sump and pump systems in low permeability glacial deposits.

It was noted during the fieldworks seepage was observed with limited groundwater flow,

typically below 2m to 3m depths. Localised Sand lenses encountered at BH05 may

slump in open excavations over the interval, 53.8mOD to 53.3mOD.

Chemical

pH (8.0 – 9.0) and sulphate (<0.01g/l – 0.049g/l) data indicated design class XA1 in

accordance with EN206-1:2000 Table 2 or design sulphate class DS-1 in accordance

with BRE digest for concrete in aggressive ground (SD1; 2005).

Should you have any queries in relation to the data collected or subsequent analysis

please do not hesitate to contact our office.

Yours sincerely, For Priority Geotechnical,

Greg Hayes BE MEngSc CEng MIEI Geotechnical Specialist

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EPA Export 13-07-2017:03:06:48

P16128_Pipe F02 24 of 24

No responsibility can be held by PGL for ground conditions between exploratory locations. The

exploratory logs provide for ground profiles and configuration of strata relevant to the

investigation depths achieved during the fieldworks. Caution shall be taken when extrapolating

between such exploratory locations. No liability is accepted for ground conditions extraneous to

the exploratory locations.

No account has been taken of potential subsidence or ground movement due to mineral

extraction, mining works or karstification below or in proximity to the site, unless specifically

addressed.

This report has been prepared for the Employer and their Representative as outline, herein. The

information should not be used without their prior written permission. PGL accepts no

responsibility or liability for this document being used other than for the purposes for which it was

intended.

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EPA Export 13-07-2017:03:06:48

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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EPA Export 13-07-2017:03:06:48

Well WaterStrikes

Sample and In Situ Testing

Depth (m) Type ResultsDepth

(m)

1.50

5.20

Level(m)

54.35

50.65

Legend Stratum Description

Firm, brown, slightly gravelly slightly sandy SILT. Sand is fine to coarse.

Stiff, brown, slightly sandy slightly gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse. Cobbles are 150mm dia, sub-rounded to rounded, Sandstone and Siltstone lithology.

End of Borehole at 5.20m

1

2

3

4

5

6

7

8

9

0.00 - 1.00 B0.00 - 1.00 D

1.00 - 2.00 B1.00 - 2.00 D

1.00 SPT(C)

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

2.00 - 3.00 B2.00 - 3.00 D

2.00 SPT(C)

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

3.00 - 4.00 B3.00 - 4.00 D

3.00 SPT(C)

N=18 (4,3/4,4,5,5)

4.00 - 5.00 B4.00 - 5.00 D

4.00 SPT(C)

N=25 (4,5/6,6,7,6)

5.00 SPT(C)

25 (33 for 85mm/25 for 0mm)

Priority Geotechnical Ltd.Tel: 021 4631600Fax: 021 4638690

www.prioritygeotechnical.ie

Drilled By:PC

Logged By:MF

Borehole No.

BH04Sheet 1 of 1

Project Name: Kerry Ingredients CharlevilleProject No.P16128

Co-ords: 554136E - 627375N Hole Type

CP

Location: Charleville, Co. Cork Level: 55.85Scale1:50

Client: MRG Date: 19/10/2016 - 19/10/2016

Groundwater: Hole Information: Chiselling:

Equipment: Dando 2000.

Remarks:Borehole terminated at 5.20m bgl due to obstruction. 50mm dia. standpipe installed. Response zone from 3.20 to 5.20m bgl.

Shift Data:

Struck (m) Rose to After (mins) Sealed CommentNone encountered.

Hole Depth (m)5.20

Hole Dia (mm)200

Casing Dia (mm)200

Depth Top Depth Base Duration Tool2.75 2.90 01:00 Chisel.5.10 5.20 01:00 Chisel.

Groundwater Shift Hole Depth (m) Remarks19/10/2016 08:00 0.00 Start of shift.

Dry. 19/10/2016 18:00 5.20 End of borehole.

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Well WaterStrikes



(m)

1.00

3.50

5.50

Level(m)

56.32

53.82

51.82


Firm, brown, sandy slightly gravelly SILT. Sand is fine to coarse. Gravel is fine to medium.

Soft, brown, slightly sandy slightly gravelly SILT. Sand is fine to coarse.

3.35m: Locally sandy. Silt described as wet.Stiff, grey, slightly sandy slightly gravelly CLAY with low cobble content. Sand is fine to coarse. Gravel is fine to medium. Cobbles are 63mm to 90mm dia.

High cobble content below 4.00m.


1

2

3

4

5

6

7

8

9

0.00 - 1.00 B0.00 - 1.00 D

1.00 - 2.00 B1.00 - 2.00 D

1.00 SPT(C)

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

2.00 - 3.00 B2.00 - 3.00 D

2.00 SPT(C)

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

3.00 - 3.50 B3.00 - 3.50 D

3.00 SPT(C)

N=4 (1,1/1,1,1,1)

3.50 - 4.00 B3.50 - 4.00 D

4.00 - 5.00 B4.00 - 5.00 D

4.00 SPT(C)

N=22 (3,4/4,6,6,6)

5.00 SPT(C)

75 (8,10/75 for 80mm)



Drilled By:PC

Logged By:MF

Borehole No.

BH05Sheet 1 of 1



CP


Client: MRG Date: 20/10/2016 - 20/10/2016



Remarks:Borehole terminated at 5.50m bgl due to obstruction. 50mm dia. standpipe installed. Response zone from 2.50 - 5.50m bgl.

Shift Data:


Hole Depth (m)5.50

Hole Dia (mm)200

Casing Dia (mm)200

Depth Top Depth Base Duration Tool5.40 5.50 01:00 Chisel.



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EPA Export 13-07-2017:03:06:48

Well WaterStrikes



(m)

2.00

4.30

Level(m)

54.50

52.20


Soft, brown, slightly sandy slightly gravelly SILT. Sand is fine to coarse. Gravel is fine to medium, sub-angular to sub-rounded.

Stiff, brown, slightly sandy gravelly CLAY. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded.


1

2

3

4

5

6

7

8

9

0.00 - 1.00 B0.00 - 1.00 D

1.00 - 2.00 B1.00 - 2.00 D

1.00 SPT(C)

N=4 (1,1/1,1,1,1)

2.00 - 3.00 B2.00 - 3.00 D

2.00 SPT(C)

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

3.00 - 4.00 B3.00 - 4.00 D

3.00 SPT(C)

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

4.00 SPT(C)

50 (5,10/50 for 5mm)



Drilled By:PC

Logged By:GH

Borehole No.

BH06Sheet 1 of 1



CP


Client: MRG Date: 21/10/2016 - 21/10/2016



Remarks:Borehole terminated at 4.30m bgl due to obstruction. 50mm dia. standpipe installed. Response zone from 1.30 - 4.30m.

Shift Data:


Hole Depth (m)4.30

Hole Dia (mm)200

Casing Dia (mm)200

Depth Top Depth Base Duration Tool4.20 4.30 01:00 Chisel.



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EPA Export 13-07-2017:03:06:48

WellWaterStrike (m)



(m)

1.00

6.70

Level(mOD)

55.43

49.73


Soft brown, slightly sandy slightly gravelly SILT. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded.

Stiff brown grey, slightly sandy slightly gravelly CLAY. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded.


1

2

3

4

5

6

7

8

9

0.00 - 1.00 B

1.00 - 1.50 B1.00 SPT

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

1.50 - 2.00 B

2.00 - 3.00 B2.00 SPT

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

3.00 - 4.00 B3.00 SPT

(C)N=21 (5,5/5,5,6,5)

4.00 - 5.00 B4.00 SPT

(C)N=22 (5,6/6,5,5,6)

5.00 - 6.00 B5.00 SPT

(C)N=21 (5,5/5,5,5,6)

6.00 SPT(C)

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

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

Drilled By:PC

Logged By:GH

Borehole No.

BH07Sheet 1 of 1



CP

Location: Charleville, Co. Cork Level: 56.43m ODScale1:50

Client: MRG Date: 03/02/2017 - 03/02/2017



Remarks:Borehole terminated at 6.70m bgl.. 50mm standpipe well installed.

Shift Data:

Struck (m) Rose to After (mins) Sealed CommentSee shift data.

Hole Depth (m)6.70

Hole Dia (mm)200

Casing Dia (mm)200

Depth Top Depth Base Duration Tool



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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

2

1

2

2

3

2

1

2

2

1

1

1

3

2

1

2

2

1

1

1

1

3

2

2

2

2

3

2

2

3

5

4

5

8

9

10

11

13

17

25

Torque(Nm)



Probe No

DP09Sheet 1 of 1

Project Name: Kerry Ingredients Charleville Project No.

P16128Co-ords: 554065.53 - 625779.87 Hole Type

DCP

Location: Charleville, Co. Cork Level: 62.38 Scale1:25

Client: MRG Dates: 30/01/2017 Logged By

Remarks:DP09 terminated at 4.00m bgl, refusal.

Fall Height:Hammer Wt:Probe Type:

500 Cone Base Dia:50 Final Depth: 4.00DPH

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

0

1

2

2

20

5

3

3

3

2

2

1

2

1

1

2

1

2

1

3

3

4

3

5

5

7

6

6

8

8

10

11

12

12

13

12

11

10

10

10

14

14

16

14

14

15

17

16

Torque(Nm)



Probe No

DP10Sheet 1 of 2



DCP






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EPA Export 13-07-2017:03:06:48

Depth(m)

6

7

8

9

Blows/100mm10 20 30 40

25

Torque(Nm)



Probe No

DP10Sheet 2 of 2



DCP






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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

0

0

1

2

2

2

2

1

1

1

2

2

2

1

2

4

2

2

3

2

3

1

2

3

5

4

3

3

2

4

5

5

4

4

5

4

7

7

7

12

14

12

16

16

15

15

14

18

Torque(Nm)



Probe No

DP11Sheet 1 of 2



DCP






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EPA Export 13-07-2017:03:06:48

Depth(m)

6

7

8

9

Blows/100mm10 20 30 40

18

Torque(Nm)



Probe No

DP11Sheet 2 of 2



DCP






For

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

0

2

2

1

1

1

0

0

0

0

0

0

0

1

0

0

1

1

1

2

2

4

4

5

5

6

6

7

7

6

10

8

9

9

10

11

12

25

Torque(Nm)



Probe No

DP12Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

1

2

6

7

3

2

2

2

2

7

8

8

15

15

10

8

8

14

11

12

11

17

25

Torque(Nm)



Probe No

DP13Sheet 1 of 1



DCP



Remarks:Probe terminated at 2.40m bgl due to refusal.



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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

1

2

2

3

2

3

7

25

Torque(Nm)



Probe No

DP14Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

1

2

2

4

25

Torque(Nm)



Probe No

DP15Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

1

3

3

2

1

0

0

1

0

1

0

1

3

8

9

9

8

7

13

6

13

15

6

11

25

Torque(Nm)



Probe No

DP16Sheet 1 of 1



DCP






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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

1

1

2

2

2

1

2

2

2

3

2

10

17

10

7

10

12

10

11

16

12

7

9

11

10

17

25

Torque(Nm)



Probe No

DP17Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

3

2

2

1

2

2

5

7

7

11

13

19

13

10

9

8

8

7

7

6

12

13

16

25

Torque(Nm)



Probe No

DP18Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

1

1

1

2

2

2

1

2

3

12

25

Torque(Nm)



Probe No

DP19Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

0

0

1

1

2

2

2

2

2

2

1

2

1

3

3

2

4

9

6

8

6

7

9

8

6

9

8

8

12

14

14

15

20

18

19

14

15

16

25

Torque(Nm)



Probe No

DP20Sheet 1 of 1



DCP






For

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pose

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

1

1

1

2

2

3

2

7

5

5

9

7

5

6

12

8

11

25

Torque(Nm)



Probe No

DP21Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

0

0

0

0

2

1

2

1

4

4

6

9

9

9

6

3

3

3

4

11

9

4

5

6

7

4

25

Torque(Nm)



Probe No

DP22Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

1

2

2

3

2

2

2

1

1

1

1

0

0

0

3

5

10

6

7

6

3

4

5

6

6

8

5

7

6

6

5

5

6

9

12

9

7

10

10

10

10

10

11

13

13

14

14

14

16

Torque(Nm)



Probe No

DP23Sheet 1 of 2



DCP






For

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pose

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for a

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EPA Export 13-07-2017:03:06:48

Depth(m)

6

7

8

9

Blows/100mm10 20 30 40

17

14

16

13

15

19

18

23

16

18

25

Torque(Nm)



Probe No

DP23Sheet 2 of 2



DCP






For

insp

ectio

n pur

pose

s only

.

Conse

nt of

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EPA Export 13-07-2017:03:06:48

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

1

2

3

2

2

2

1

2

2

11

26

23

12

11

14

13

13

13

12

12

20

19

16

15

15

17

21

25

Torque(Nm)



Probe No

DP24Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:49

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

2

2

2

2

2

1

2

1

1

1

0

0

0

0

0

0

1

0

5

3

3

4

4

7

11

11

10

9

25

Torque(Nm)



Probe No

DP25Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:49

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

1

1

2

2

1

2

1

2

2

1

1

2

3

3

2

2

2

2

3

3

3

3

4

5

4

4

5

6

7

7

7

7

6

6

8

8

10

12

16

13

12

10

14

16

19

25

Torque(Nm)



Probe No

DP26Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:49

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

1

1

1

1

0

1

1

1

1

1

1

1

0

1

1

1

1

2

2

2

2

0

0

0

0

1

0

3

5

8

6

6

6

5

6

6

6

9

10

14

12

12

13

14

21

15

16

17

17

Torque(Nm)



Probe No

DP28Sheet 1 of 2



DCP






For

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EPA Export 13-07-2017:03:06:49

Depth(m)

6

7

8

9

Blows/100mm10 20 30 40

25

Torque(Nm)



Probe No

DP28Sheet 2 of 2



DCP






For

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EPA Export 13-07-2017:03:06:49

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

2

2

2

1

1

0

1

1

0

0

0

0

0

0

0

0

0

0

0

1

2

7

5

2

3

2

2

2

2

2

3

4

4

4

5

7

7

7

7

11

10

10

12

13

12

15

13

21

Torque(Nm)



Probe No

DP29Sheet 1 of 2



DCP






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EPA Export 13-07-2017:03:06:49

Depth(m)

6

7

8

9

Blows/100mm10 20 30 40

25

Torque(Nm)



Probe No

DP29Sheet 2 of 2



DCP






For

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EPA Export 13-07-2017:03:06:49

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

1

2

4

4

25

Torque(Nm)



Probe No

DP30Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:49

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

1

3

3

4

24

25

24

25

Torque(Nm)



Probe No

DP31Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:49

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

1

2

3

5

25

Torque(Nm)



Probe No

DP32Sheet 1 of 1



DCP






For

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EPA Export 13-07-2017:03:06:49

Depth(m)

1

2

3

4

Blows/100mm10 20 30 40

0

2

7

25

Torque(Nm)



Probe No

DP32ASheet 1 of 1



DCP






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EPA Export 13-07-2017:03:06:49

Well WaterStrikes

Depth(m)

1.60 - 3.10

Type/FI

7

9

CoringTCR

100

SCR

100

RQD

93

Depth(m)

1.60381

722

3899

30

4.60

Level(m)

62.18

59.18


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

Lithology: Medium strong, grey, LIMESTONE.

Weathering: Moderately weathered with clay smearing on fracture surfaces.

Fractures: Main set oriented 0-10 degrees, closely spaced, with undulating rough fracture surfaces. Second set oriented 30-45 degrees, close to medium spacing, with undulating rough fracture surfaces.

1.60m: UCS 45MPa.


1

2

3

4

5

6

7

8

9

Priority Geotechnical [email protected]

Borehole No.

RC03Sheet 1 of 1

Project Name: Kerry Ingredients Charleville Project No.P16128 Co-ords: 554048.27 - 626172.49 Hole Type

RC


Client: MRG Dates: 03/11/2016 Logged ByAH

Hole Information:Hole Depth (m) Hole Dia (mm) Casing Dia

(mm)4.60

Equipment: Deltabase 520.

Remarks:

Borehole terminated at 4.60m bgl.

Shift Data:

Groundwater

Struck (m) Rose to After (mins) Sealed Comment0.0 0 None encountered.

Chiselling:Depth Top Depth Base Duration Tool


4.30 03/11/2016 18:00 4.60 End of borehole.

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EPA Export 13-07-2017:03:06:49

Photographic Record

Number:

RC03

Project Project No Engineer

Kerry Group, Rathgoggan North WwTP Outfall P16128 MRG

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EPA Export 13-07-2017:03:06:49

Well WaterStrikes

Depth(m)

N=27 (3,5/6,8,9,4)

(C)

N=28 (2,4/7,6,7,8)

(C)

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

(C)

50 (25 for 0mm/50 for

1mm)(C)

N=58 (9,12/14,11,1

7,16)(C)

50 (25 for

Type/FI

CoringTCR SCR RQD

Depth(m)

1.50

3.00

8.90

Level(m)

54.37

52.87

46.97


Open hole boring. Driller described: Sandy SILT.

Open hole boring. Driller described: Stiff CLAY.

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

5.80 - 7.20m: Driller attempted core run through boulder.

Continued on Next Sheet

1

2

3

4

5

6

7

8

9


Borehole No.

RC04Sheet 1 of 2


RC




(mm)10.40


Remarks:


Shift Data:

Groundwater

Struck (m) Rose to After (mins) Sealed Comment0.0 0 See shift data.



4.30 04/11/2016 18:00 10.40 End of borehole.

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EPA Export 13-07-2017:03:06:49

Well WaterStrikes

Depth(m)

8.90 - 10.40

0mm/50 for 2mm)

(C)

N=68 (8,9/11,27,14,

16)(C)

Type/FI

6

CoringTCR

33

SCR

13

RQD

0

Depth(m)966

39

10.40

Level(m)

45.47


Lithology: Moderately strong, black, MUDSTONE.

Weathering: Highly weathered, with clay infill and clay smearing.

Fractures: Main set oriented 0-30 degrees, closely spaced, with undulating rough fracture surfaces.

9.00 - 10.30m: Clay infill.End of Borehole at 10.40m

10

11

12

13

14

15

16

17

18


Borehole No.

RC04Sheet 2 of 2


RC




(mm)10.40


Remarks:


Shift Data:

Groundwater




4.30 04/11/2016 18:00 10.40 End of borehole.

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EPA Export 13-07-2017:03:06:49

Photographic Record

Number:

RC04

Project Project No Engineer

Kerry Group, Rathgoggan North WwTP Outfall P16128 MRG

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EPA Export 13-07-2017:03:06:49

Well WaterStrikes

Depth(m)

N=62 (21,27/14,17,

15,16)(C)

N=2 (1,0/1,0,1,0)

(C)

N=5 (1,0/1,1,1,2)

(C)

N=25 (3,4/5,5,6,9)

(C)

N=24 (2,3/5,6,6,7)

(C)

Type/FI

CoringTCR SCR RQD

Depth(m)

5.00

Level(m)

52.27


Open hole boring. Driller described: Soft SILT with boulder content.

1.50m: Boulder obstruction.


Continued on Next Sheet

1

2

3

4

5

6

7

8

9


Borehole No.

RC05Sheet 1 of 2


RC




(mm)10.00


Remarks:


Shift Data:

Groundwater




4.10 07/11/2016 18:00 10.00 End of borehole.

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EPA Export 13-07-2017:03:06:49

Well WaterStrikes

Depth(m)

N=33 (7,11/8,7,8,10

)(C)

N=24 (4,5/3,5,9,7)

(C)

Type/FI

CoringTCR SCR RQD

Depth(m)

10.00

Level(m)

47.27



End of Borehole at 10.00m 10

11

12

13

14

15

16

17

18


Borehole No.

RC05Sheet 2 of 2


RC




(mm)10.00


Remarks:


Shift Data:

Groundwater




4.10 07/11/2016 18:00 10.00 End of borehole.

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EPA Export 13-07-2017:03:06:49

Wat

er

Strik

e Samples & In Situ Testing

Depth Type ResultsDepth

(m)

0.20

1.30

2.00

2.70

Level(m)

59.78

58.68

57.98

57.28


Topsoil.

Stiff, brown, grey mottled, slightly sandy CLAY. Sand is fine to coarse.

Stiff, brown, grey mottled, slightly sandy gravelly CLAY with high cobble content, high boulder content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-rounded, Limestone lithology. Boulders are up to 600mm dia, Limestone lithology.

Very stiff, dark brown, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to sub-rounded. Cobbles are sub-angular.

End of Pit at 2.70m

1

2

3

4

5

1.50 D1.50 - 2.00 B

2.00 - 2.50 B

2.50 D



Trial Pit No

TP13Sheet 1 of 1

Project Name: Kerry Ingredients Charleville

Project No.P16128

Co-ords:Level:

554083.34 - 625985.0259.98

Date05/10/2016

Location:

Client:

Charleville, Co. Cork

MRG

Dimensions (m):

Depth:2.70

1.00

4.50 Scale1:25

LoggedAO

Stability:Plant:Backfill:

Good.12T track machine.Arisings.

Groundwater: None encountered.

Remarks: Trial pit terminated at 2.70m bgl due to obstruction.

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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.30

0.80

1.90

2.90

Level(m)

61.69

61.19

60.09

59.09


Topsoil.

Firm, red brown, slightly sandy slightly gravelly CLAY with low cobble content, high boulder content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are Limestone lithology. Boulders are up to 800mm dia, Limestone lithology.

Clayey gravelly SAND with high cobble content, high boulder content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to rounded. Cobbles are angular to sub-rounded, Limestone lithology. Boulders are up to 400mm dia, Limestone lithology.

Stiff, brown, slightly sandy gravelly CLAY. Sand is fine to coarse. Gravel is fine to coarse, angular to sub-rounded.

End of Pit at 2.90m

1

2

3

4

5

1.00 - 1.50 B

1.50 D

2.00 - 2.50 B

2.50 D



Trial Pit No

TP14Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554063.22 - 626098.2061.99

Date04/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:2.90

1.00

6.00 Scale1:25

LoggedAO





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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.20

0.60

1.30

Level(m)

63.70

63.30

62.60


Topsoil.

Firm, red brown, slightly sandy slightly gravelly CLAY. Sand is fine to coarse. Gravel is fine to coarse, angular to sub-rounded.

Weathered bedrock recovered as: Brown, slightly sandy gravelly CLAY with high cobble content, high boulder content. Sand is fine to coarse. Gravel is fine to coarse and angular. Cobbles are angular, Limestone lithology. Boulders are up to 600mm dia, Limestone lithology.

End of Pit at 1.30m

1

2

3

4

5

0.80 - 1.00 B



Trial Pit No

TP15Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554039.41 - 626203.8663.90

Date04/09/2016

Location:

Client:


MRG

Dimensions (m):

Depth:1.30

1.20

2.80 Scale1:25

LoggedAO


Moderate.12T track machine.Arisings.


Remarks: Trial pit terminated at 1.30m bgl due to bedrock. See also, DP30 - DP32 & DP32A.

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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.30

1.10

1.90

2.60

3.90

Level(m)

58.26

57.46

56.66

55.96

54.66


Topsoil.

Soft, brown, grey mottled, slightly sandy SILT. Sand is fine to coarse.

Stiff, grey, brown mottled. slightly sandy slightly gravelly CLAY with low cobble content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-rounded, Limestone lithology.

Soft to firm, brown, slightly sandy gravelly SILT with high cobble content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to rounded. Cobbles are sub-rounded, Limestone lithology.

Stiff, dark brown, slightly sandy gravelly CLAY with high cobble content, low boulder content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to rounded. Cobbles are sub-rounded to rounded, Limestone lithology. Boulders are up to 400mm dia, Limestone lithology.

End of Pit at 3.90m

1

2

3

4

5

1.10 - 1.50 B

1.50 D

2.00 - 2.50 B

2.50 D

3.00 - 3.50 B

3.50 D



Trial Pit No

TP16Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554035.06 - 626428.9958.56

Date04/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:3.90

1.00

4.90 Scale1:25

LoggedAO



Groundwater: 1.70m: Trickle flow rate.


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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.30

1.10

2.00

2.50

3.20

Level(m)

58.00

57.20

56.30

55.80

55.10


Topsoil.

Stiff, brown, grey mottled, slightly sandy SILT. Sand is fine to coarse.

Stiff, grey, brown mottled, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-angular to sub-rounded, Limestone lithology.

Stiff to very stiff, brown, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-angular to sub-rounded, Limestone lithology.

Very stiff, dark brown, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse, angular to sub-rounded. Cobbles are sub-rounded, Limestone lithology.

Lense of sandy GRAVEL.

End of Pit at 3.20m

1

2

3

4

5

1.10 - 1.50 B

1.50 D

2.00 - 2.50 B

2.40 D

2.80 - 3.20 B

3.00 D



Trial Pit No

TP17Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554030.60 - 626558.7958.31

Date04/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:3.20

1.00

4.00 Scale1:25

LoggedAO



Groundwater: 3.00m: Seepage.

Remarks: Trial pit terminated at 3.20m bgl due to weathered bedrock.

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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.20

0.90

1.70

2.10

2.80

3.50

Level(m)

57.85

57.15

56.35

55.95

55.25

54.55


Topsoil.


Stiff, grey, brown mottled, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-rounded to rounded, Limestone lithology.

Firm, brown, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-angular to sub-rounded, Limestone lithology.

Silty slightly gravelly SAND. Sand is fine to coarse. Gravel is fine to coarse and sub-rounded.

Stiff to very stiff, dark brown, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse and sub-rounded. Cobbles are sub-rounded, Limestone lithology.

End of Pit at 3.50m

1

2

3

4

5

1.00 D1.00 - 1.50 B

2.20 - 2.50 B

2.50 D

3.00 - 3.50 B

3.50 D



Trial Pit No

TP18Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554031.22 - 626676.7858.05

Date04/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:3.50

1.00

4.20 Scale1:25

LoggedAO


Poor.12T track machine.Arisings.

Groundwater: 1.70m: Material damp.

Remarks: Trial pit terminated at required depth of 3.50m bgl.

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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.25

0.90

1.70

3.10

Level(m)

57.49

56.84

56.04

54.64


Topsoil.


Stiff, grey, brown mottled, slightly sandy gravelly CLAY with high cobble content, low boulder content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-angular to sub-rounded, Limestone lithology. Boulders are up to 600mm dia, Limestone lithology.

Stiff, brown, slightly sandy gravelly CLAY with high cobble content, low boulder content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-angular to sub-rounded, Limestone lithology. Boulders are up to 500mm dia, Limestone lithology.

End of Pit at 3.10m

1

2

3

4

5

1.00 - 1.50 B

1.50 D

2.00 - 2.50 B

2.50 D



Trial Pit No

TP19Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554041.35 - 626826.3057.74

Date04/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:3.10

1.00

5.50 Scale1:25

LoggedAO





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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.20

1.80

3.30

Level(m)

57.18

55.58

54.08


Topsoil.


0.20m: DP data indicated soft deposits.

Stiff, brown, slightly sandy gravelly CLAY with high cobble content, high boulder content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-rounded, Limestone lithology. Boulders are up to 600mm dia, Limestone lithology.

End of Pit at 3.30m

1

2

3

4

5

1.00 D1.00 - 1.50 B

2.00 - 2.50 B

2.50 D



Trial Pit No

TP20Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554092.29 - 626960.4357.38

Date04/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:3.30

1.00

4.50 Scale1:25

LoggedAO





For

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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.20

1.40

2.20

3.00

Level(m)

57.37

56.17

55.37

54.57


Topsoil.


Firm to stiff, grey, slightly sandy gravelly CLAY with high cobble content, high boulder content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are Limestone lithology. Boulders are up to 600mm dia, Limestone lithology.

Stiff to very stiff, brown, slightly sandy gravelly CLAY with high cobble content, high boulder content. Sand is fine to coarse. Gravel is fine to coarse, angular to sub-rounded. Cobbles are sub-angular to sub-rounded, Limestone lithology. Boulders are up to 600mm dia, Limestone lithology.

End of Pit at 3.00m

1

2

3

4

5

1.00 D1.00 - 1.40 B

2.00 D2.00 - 2.20 B



Trial Pit No

TP21Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554145.94 - 627077.9357.57

Date04/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:3.00

1.00

4.50 Scale1:25

LoggedAO





For

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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.20

1.20

1.90

3.20

4.00

Level(m)

56.52

55.52

54.82

53.52

52.72


Topsoil.


Stiff, brown, grey mottled, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse and sub-rounded. Cobbles are sub-rounded, Limestone lithology.

Firm, grey brown, slightly sandy gravelly CLAY with high cobble content, high boulder content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular top sub-rounded. Cobbles are sub-rounded, Limestone lithology. Boulders are up to 400mm dia, Limestone lithology.

Stiff, brown, slightly sandy gravelly CLAY with high cobble content, high boulder content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded.

End of Pit at 4.00m

1

2

3

4

5

1.20 - 1.50 B

1.50 D

2.00 - 2.50 B

2.50 D

3.50 D3.50 - 4.00 B



Trial Pit No

TP22Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554156.14 - 627238.0256.72

Date05/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:4.00

1.00

4.50 Scale1:25

LoggedAO





For

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se.

EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.20

1.50

3.50

4.00

Level(m)

55.54

54.24

52.24

51.74


Topsoil.

Soft, brown, grey mottled, slightly sandy SILT. Sand is fine to coarse.

Firm, grey, slightly sandy gravelly CLAY with high cobble content, high boulder content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-rounded, Limestone lithology. Boulders are up to 400mm dia, Limestone lithology.

Firm, brown, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-rounded, Limestone lithology.

End of Pit at 4.00m

1

2

3

4

5

1.00 - 1.50 B

1.20 D

2.50 D2.50 - 3.00 B

3.50 D3.50 - 4.00 B



Trial Pit No

TP23Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554139.53 - 627379.9655.74

Date05/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:4.00

1.20

4.50 Scale1:25

LoggedAO




Remarks: Trial pit terminated at 4.00m bgl due to instability.

For

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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.20

0.80

1.00

2.50

3.00

3.30

4.00

4.80

Level(m)

57.21

56.61

56.41

54.91

54.41

54.11

53.41

52.61


(MADE GROUND) Topsoil.

(MADE GROUND) Dark brown, slightly sandy slightly gravelly SILT with high boulder content. Sand is fine to coarse. Gravel is fine to coarse and sub-rounded. Boulders are Limestone lithology.

Topsoil.

Firm, brown, black mottled, slightly sandy slightly gravelly SILT. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded.

Soft, dark brown, slightly sandy organic CLAY. Sand is fine to coarse.

Slightly gravelly SAND. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded.

Soft to firm, brown grey SILT.

Stiff, brown, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse and sub-rounded. Cobbles are sub-rounded, Limestone lithology.

End of Pit at 4.80m

1

2

3

4

5

1.00 - 1.50 B

1.50 D

2.80 D

3.20 D

3.50 D3.50 - 4.00 B

4.50 D4.50 - 4.80 B



Trial Pit No

TP24Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554145.62 - 627463.0057.41

Date15/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:4.80

1.00

4.50 Scale1:25

LoggedAO



Groundwater: 3.30m: Steady flow rate.


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EPA Export 13-07-2017:03:06:49

Wat

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Strik



(m)

0.20

1.00

2.00

3.00

4.20

Level(m)

56.43

55.63

54.63

53.63

52.43


Topsoil.

Soft, dark brown, slightly sandy slightly organic SILT. Sand is fine to medium.

Soft, red brown, grey mottled, slightly sandy slightly gravelly SILT. Sand is fine to coarse.

Firm, grey, slightly sandy gravelly SILT with medium cobble content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-rounded, Limestone lithology.

Stiff, grey brown, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-rounded, Limestone lithology.

End of Pit at 4.20m

1

2

3

4

5

1.00 - 1.50 B

1.50 D

2.00 - 2.50 B

2.50 D

3.00 - 3.50 B

3.50 D



Trial Pit No

TP25Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554164.81 - 627561.6256.63

Date05/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:4.20

1.20

4.50 Scale1:25

LoggedAO




Remarks: Trial pit terminated at 4.20m bgl due to instability.

For

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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.20

1.60

3.90

4.20

Level(m)

56.38

54.98

52.68

52.38


Topsoil.

Firm, brown, grey mottled, slightly sandy SILT. Sand is fine to coarse.

Firm, brown, grey mottled SILT.

Very stiff, dark brown, slightly sandy gravelly CLAY with high cobble content. Sand is fine to coarse. Gravel is fine to coarse and sub-rounded. Cobbles are sub-rounded, Limestone lithology.

End of Pit at 4.20m

1

2

3

4

5

1.00 - 1.50 B

1.50 D

2.00 - 2.50 B

2.50 D

4.00 D



Trial Pit No

TP26Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554191.74 - 627678.6056.58

Date05/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:4.20

1.00

4.20 Scale1:25

LoggedAO





For

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n pur

pose

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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.20

3.60

4.80

Level(m)

56.25

52.85

51.65


Topsoil.

Stiff, brown, grey mottled, slightly sandy slightly gravelly CLAY with low cobble content. Sand is fine to coarse. Gravel is fine to coarse, sub-angular to sub-rounded. Cobbles are sub-rounded, Limestone lithology.

Firm, brown, slightly sandy slightly gravelly CLAY.

End of Pit at 4.80m

1

2

3

4

5

1.00 - 1.50 B

1.50 D

2.50 D

4.00 D4.00 - 4.50 B



Trial Pit No

TP27Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554221.52 - 627784.4556.45

Date05/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:4.80

0.90

4.50 Scale1:25

LoggedAO




Remarks: Trial pit terminated at 4.80m bgl.

For

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pose

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EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.30

1.30

2.20

2.80

4.00

Level(m)

56.98

55.98

55.08

54.48

53.28


Topsoil.

Soft, brown, slightly sandy SILT. Sand is fine to medium.

Soft, brown, black mottled, slightly sandy SILT. Sand is fine to medium.

Soft, grey, slightly sandy slightly organic SILT. Sand is fine to coarse.

Stiff to very stiff, brown, slightly gravelly CLAY with low cobble content. Sand is fine to coarse. Gravel is fine to coarse and sub-rounded. Cobbles are sub-rounded, Limestone lithology.

End of Pit at 4.00m

1

2

3

4

5

1.40 - 2.00 B

2.50 D2.50 - 2.80 B

3.00 - 3.50 B

3.50 D



Trial Pit No

TP28Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554286.24 - 627831.6557.28

Date05/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:4.00

1.00

4.50 Scale1:25

LoggedAO





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se.

EPA Export 13-07-2017:03:06:49

Wat

er

Strik



(m)

0.20

1.40

2.20

4.80

Level(m)

55.97

54.77

53.97

51.37


Topsoil.

Soft, brown, slightly sandy SILT. Sand is fine to medium.

Soft, grey, slightly organic SILT.

Firm to stiff, brown, slightly sandy slightly gravelly CLAY. Sand is fine to coarse. Gravel is fine to coarse and sub-rounded.

End of Pit at 4.80m

1

2

3

4

5

1.00 - 1.40 B

1.50 - 2.00 B

2.00 D

2.50 - 3.00 B

3.50 D



Trial Pit No

TP29Sheet 1 of 1


Project No.P16128

Co-ords:Level:

554250.50 - 627894.3856.17

Date05/10/2016

Location:

Client:


MRG

Dimensions (m):

Depth:4.80

1.10

4.50 Scale1:25

LoggedAO




Remarks: Trial pit terminated at 4.80m bgl.

For

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n pur

pose

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se.

EPA Export 13-07-2017:03:06:49

TP01

RC01

DP01

TP02

DP02

TP03

RC03

DP03

TP04

RC04

DP04A

TP05

RC05

BH05

DP05

BH06

DP06

TP07

BH07

DP07

TP08 DP08

DP09

DP10

DP11

DP12

DP13

TP14

DP14

TP15

DP15

TP16

DP16

TP17

DP17

DP18

TP19

DP19

TP20

DP20

TP21

DP21

TP22

DP22

TP23

DP23

TP24

DP24

TP25

DP25

TP26

DP26

TP27

TP28

DP28

TP29

DP29

DP30

BH01

BH02

BH04

DP31

DP32

DP03A

DP04

DP06B

DP32A

Sheet Title:

EXPLORATORY LOCATION

LAYOUT

JOB NUMBER:

P16128

DRAWING NUMBER:

P16128-SI-A

DRAWN BY:

Gary Curtin

22/11/2016

DATE:

SCALE:

1:10,000 ON A3

APPROVED:

REVISION:

D01

GH

JOB NAME:JOB NAME:

Kerry Ingredients

Charleville Co. Cork

6°8°10°

52°

54°

Site Location

Priority Geotechnical Site

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EPA Export 13-07-2017:03:06:49

TP01

RC01

DP01

TP02

DP02

TP03

DP03

TP04

DP04A

TP05DP05

DP06

TP07DP07

TP08 DP08

DP09

DP10

BH01

BH02

63.58

63.5963.49

63.73

63.93

63.93

63.75

64.05

GATE

64.04

64.07

63.90

63.96

SIGNSIGN

63.85

63.66

63.91

64.20

64.18

64.03

63.71

63.96

63.94

63.98

64.15 64.97

64.14

64.23

64.23

64.29

64.30

64.21

64.20

64.30

64.23

64.21

64.23

63.84IL

63.99IL

64.19

64.23

64.43

64.23

64.23

64.01

63.81

64.32

64.37

64.2563.91

64.49

64.08

63.85IL

64.19

64.26

64.44

64.00IL

64.44

64.38

63.41

63.72

63.77

63.79

63.36

63.70

63.87

62.80

IL

63.80

GY

GY

GY

GY

GY

64.34MHCL

SIGN

63.93

64.27

64.41

64.1863.93

63.95

64.0964.23

64.4464.31

64.3364.18

64.1664.03

64.13

64.31

64.31

64.27

64.26

64.13

64.25

64.19

64.16

64.11

64.31

64.42

64.45

CONCRETE

64.45

64.3464.24

64.18

64.1764.28

64.2064.0764.01

GA

TE

64.02

63.90

63.65

63.81

63.84

63.92

63.99

63.91

63.84

64.08

64.04

64.23

64.34

63.92

63.98

63.90

63.75

63.77

63.9664.00

63.93 63.67

63.64

63.49

63.66

63.84

64.13

64.4164.30

64.4864.38

64.33

TARMAC

64.3864.47

64.3064.49 GY

64.40GY

64.44

64.40

64.43

64.33FL

64.42

LS

64.3564.43

64.3464.43

64.3064.41

64.2564.40

EP

64.18

64.13GY

64.08

GY

64.12

64.12

64.11

64.21

64.26

64.23

SIGN64.4664.30

64.4064.25

64.2564.12

64.2464.29

64.37

64.32

64.38

64.75

64.82

63.41

63.35

64.53

64.49

64.35

64.02

64.4364.40

63.42

63.89

64.34

64.44

63.85

64.20

63.95

63.21

64.16

64.22

64.22

64.01

64.27

64.00 64.22

64.3464.31

64.37

HED

GE O

UTLIN

E

63.77

63.75

63.75

63.95

63.63

63.55

63.40

63.37

63.25

63.21

63.13

TP

63.5863.06

62.90

63.49

63.27

62.84

62.72

63.15

63.13

63.17

63.23

63.37

63.55

63.70

63.74

63.70

TP

63.73

63.81

63.77

63.6463.68

63.83 63.68

63.79

63.83

63.81

63.7863.75

EP

63.42

64.27

64.27

63.58

64.32

64.36

64.00

64.41

GY 64.30

64.48

64.45

64.41

64.37

64.37 64.29

64.50MHSQ

64.19

64.22

70.05APEX

67.45EAVE

63.82

63.67

63.85

64.00

64.10

TP

63.47

63.5

0

63.50

63.7

5

63.75

64.00

64.00

61.92

IL

0.9M TIMBER POST & WIRE FENCE

2.5M PALISADE FENCE

2.5M PALISADE FENCE

1.2M CONCRETE POST & WIRE FENCE

0.3M H

IGH

SO

D

& S

TON

E W

ALL

DR

IPLIN

E

DR

IPLINE

GRASS

LAN

D D

RA

IN

TAR

MA

C R

OA

D

BLO

CK

WA

LL - FEN

CE

ON

TOP

RO

AD

ED

GE

RO

AD

ED

GE

CO

NC

RE

TE LIN

E

SLO

PE TO

P

SLO

PE B

OTTO

M

KERBLINE

KER

BLIN

E

SLOPE BOTTOM

SLOPE TOP

SLOPE BOTTOM

DRIPLINE

SLOPE TOP

ROAD EDGE

ROAD EDGE

LANDDRAIN

GRAVEL ROAD

CONCRETE

LAND

DRAIN

BLOCK WALL

0.9M TIMBER POST & W

IRE FENCE

SLOPE TOP

553725

625375

553725

625400

553725

625425

553725

625450

553725

625475

553725

625500

553725

625525 553750

553775

553800

553825

553850

553875

553900

625525 625525 625525 625525 625525 625525 625525

TRACK

62.52

61.9361.05

62.14

62.13

61.42

60.29

60.21

IL

60.33IL

60.74WLVL

60.51

IL

60.32

IL

60.85

61.49

62.05

61.77

61.69

61.65

61.67

61.7562.00

62.10

62.47

62.45

62.50

62.61

62.84

62.86

62.88

62.73

62.34

62.44

62.16

61.96

62.06

62.34

62.31

62.64

62.34

62.29

62.15

61.87

61.59

61.74

61.64

61.72

61.84

62.25

62.33

62.46

62.39

62.42

62.23

61.90

62.08

61.91

61.98

62.11

62.26

62.04

62.13

62.03

61.99

61.8361.75

61.95

62.38

62.73

62.29

62.88

63.24

63.66

63.20

62.26

64.12

64.05

63.12

63.03 63.60

63.82

63.68

63.61

62.91

63.10

63.72

63.84

64.07

63.62

63.80

63.61

63.66

63.44

63.48

63.62

63.46

62.74

62.12

62.77

61.92

60.75

60.66IL

60.40

60.56

60.2260.09

IL61.87

61.96

61.11

60.93 60.23

61.62

61.9661.49

60.90

61.52

60.84

61.72

60.90

61.86

61.0261.87

61.37

62.65

62.15

62.56

62.16

63.53

63.52

63.65

63.67

63.65

63.59

63.65

63.82

63.99

63.95

63.73

63.60

63.55

63.60

63.61

63.71

63.64

63.51

63.45

63.28

63.34

63.63

63.66

63.52

63.47

63.48

63.45

63.64

63.81

63.80

63.61

63.53

63.45

63.36

63.34

63.38

63.51

63.48

63.24

63.17

63.11

63.37

63.37

63.32

63.02

63.07

63.00

62.80

63.17

63.21

63.20 63.03

63.01

62.90

62.93

62.75

62.73

62.69

62.67

63.35

63.41

63.23

SIGN

63.32

63.53

63.65

63.55

63.49

63.05

63.2863.11

63.48

63.50

GRAVEL

63.28

63.60

63.69

63.56

63.2663.40

63.65

63.48

63.72

GATE

62.98

61.65IL

63.13

62.17IL

63.01

63.55

63.57

63.43

63.32

63.34

63.35

STAY

EP

EP

EP

63.35 63.33

63.36

63.50

GRAVEL ROAD 63.47

POLE

61.94

62.3362.05

59.55

62.16

62.61

62.71

62.5462.52

61.77

60.6361.46

62.37

62.07

61.2

0

60.8

3

59.68

59.73IL

59.92WLVL60

.0261

.15

62.40

61.56

60.0559.83

SIGN

61.87

59.90

59.70

59.55

59.57IL

59.8

0

60.10

60.6960.13

60.91

61.67

60.88

61.84

61.20

60.6359.73

61.3360.30

60.15

59.74

59.8

1

60.7

8

62.08

60.65

60.25IL

60.03

59.94

59.80

61.65 FOOTBRIDGE

60.69

61.8062.34 62.39 62.13 62.10

62.2862.39

61.90

61.67

62.29

62.71

62.72

63.42

63.08

63.01

63.12

63.38

60.21

60.38

60.24

61.43

62.12

62.19

62.18

61.21

61.84

60.9

5

60.55

60.14

60.96

60.27

60.4660.99

60.4361.12

60.41

61.74

61.47

61.75

60.41

60.64

60.30 62.16

60.75

61.32

60.0

0

60.0

0

60.2

560

.50

60.50

60.5

0

60.5

0

60.5

0

60.7

5

60.75

60.75

60.7

5

61.00

61.00

61.00

61.0061

.00

61.00

61.25

61.25

61.2

5

61.2

5

61.2

5

61.25

61.25

61.50

61.50

61.5

0

61.5

0

61.50

61.50

61.5

0

61.50

61.75

61.75

61.75

61.7561.75

61.7

5

61.7

5

62.00

62.00

62.00

62.00

62.0

0

62.00

62.00

62.0

0

62.00

62.00

62.00

62.0

0

62.0

0

62.00

62.25

62.25

62.25

62.25

62.2

5

62.25

62.2562.25

62.25

62.2

5

62.2

5

62.25

62.25

62.5

0

62.5

0

62.50

62.50

62.5

0

62.5

0

62.5

0

62.50

62.50

62.50

62.50

62.50

62.50

62.75

62.7

5

62.75

62.7

5

62.75

62.7562.75

62.75

62.75

62.7

5

63.00

63.0

0

63.00

63.00

63.25

63.25

63.2

5

63.2

5

63.25

63.25

63.25

63.5

0

63.50

63.50

63.50

63.7

5

63.75

63.75

63.75

63.75

64.00

64.00

64.00

64.0

0

0.9M TIMBER POST & WIRE FENCE

SLOPE TOP

GRASS

GRASS

SLOPE BOTTOM

SLO

PE

TOP

SLO

PE TO

P

SLO

PE

BO

TTOM

SLO

PE

BO

TTOM

RIVER

RIVE

R

SLO

PE T

OP

SLO

PE B

OTT

OM

SLO

PE T

OP

SLO

PE B

OTT

OM

RIV

ER

SLO

PE

BO

TTO

M

SLO

PE

TO

P

SLO

PE

BO

TTO

M

SLO

PE

TO

PSL

OPE

TO

P

SLO

PE

TO

P

SLO

PE

BO

TTO

M

SLO

PE B

OTT

OM

GRASS

SLO

PE T

OP

SLO

PE B

OTT

OM

SLOPE TOP

SLOPE BOTTOM

SLOPE BOTTOM

DRAIN

553950

553975

554000

625525553925

625525 625525 625525625525

553950

625575

553975

625575

554000

625575

554025

625575

554050

625575

554075

625575

554100

625575

554125

625575

554150

625575

554175

625575

554200

625575

553950553950

553950553950

553950553950

625550

625400

625425

625450

625475

625500

62.67

63.35

63.25

63.05

62.8062.62

62.95

63.2

3

62.78

63.4463.41

63.5

663

.59

62.88

62.83

62.70

62.07

61.80

62.65

62.15

61.82

62.76

63.0

8

63.04

62.8962.91

62.99

62.83

62.62

63.24

62.9762.88

63.05

63.17

VE

62.86

62.92

63.47

63.40

63.35

63.10

62.71

62.71

62.56

62.69

62.67

62.56

PIPE VE

VE

62.72

62.70

62.74

62.47 62.43

62.38

62.72

62.76

62.73

62.66

62.73

62.65

62.6662.66

62.64

62.8863.16

62.69

62.6863.21

63.33

62.60

62.58 62.5263.35

63.4063.36

63.36

63.28

63.29

63.2363.18

62.91 62.75 62.7062.69

63.36

63.26

63.14

63.13

62.2562.29

62.2662.29

62.2962.32

62.3262.28

62.3062.32

62.3262.29

62.3062.33

62.3662.32

62.4062.45

62.5362.51

62.59

62.66

62.67

62.74

62.75

62.78

62.92

62.9562.95

63.04

62.94

62.84

62.82

62.90

62.86

62.8

5

62.9

4

63.0

6

62.7

8

62.87

62.8

6

62.6

9

62.6

8

SIGN

SIGN

62.50MHSQ

62.52 62.54

62.60

62.72

62.81

62.88

62.89

62.8463.75

64.22

64.26

63.8

0

63.56

64.14

64.35

63.25

63.48

63.87

64.26

64.5064.76

64.34 64.41

62.8163.19

62.9162.93

62.86

63.19B

B

62.88

62.75

62.88

62.97

62.9162.90

62.91

62.86MHSQ

62.88

62.80

62.73

62.65

62.56

62.42

62.49

62.49

62.83

62.9

263

.35

63.3563.4

5

63.29

63.20

62.9

0

62.92

62.97

62.81

62.7962.88

62.92

62.94

63.35Rock

62.89

63.02 62.95

62.84

63.0862.92

62.8562.94

62.91

62.83Tim

ber Kerb62.81

62.87

62.99 BHBH BH

BH

BHBH

62.87

62.91

63.14

62.99

62.96

63.0362.84

63.06

63.04

64.26

64.25

62.8162.79

62.7562.7662.81

62.8262.80

62.82

62.81

62.80

62.81

62.83

62.84

62.8162.83

62.8562.87

62.9462.91

62.9963.02

63.03

63.04

62.97

62.92

62.99

62.99

62.98

62.90

62.91

62.9462.91

62.90

62.93

62.9562.98

62.8762.89

62.9162.89

62.87

62.8

262

.84

62.77

Sign

63.26

63.10

63.17

63.03

62.91

62.88

63.04

63.07

63.0563.01

63.4563.67MHCL

62.93

62.88 63.16

Chamber

62.84

62.8263.16

62.78

62.82

62.6763.25

62.35

62.69

62.62 62.63

62.30

62.23 63.26

63.2762.60

62.59MHCL 62.61

MHCL62.64

GY

62.64MHCL

62.65MHCL

62.66MHCL 63.65

63.6462.6262.61

62.62 62.62

GY

62.56

62.68MHCL

62.6863.0262.71

63.0362.85GY

62.3462.31

62.62IC

SCSC

62.60

62.77FL

62.55

62.62MHCL

62.54

62.53

62.40

62.40

62.55

62.55

62.42

GY

62.4

562

.65

62.45 62.4562.63

62.46

62.47

62.55

62.66

62.74

62.72

62.74MHCL

62.77

62.75 62.65

62.63

Ladder

62.53

62.53

62.54

62.53

62.5562.54

62.56

POLE

POLE

62.24

62.6262.19

62.2962.30

63.08

62.9762.95

63.00

63.13

62.90

62.79

62.79

62.94

63.03

62.68MHCL

62.4562.62

62.4662.64

62.42

62.39

62.4

062.3

0G

Y

PIPE

POLE62.32MHCL

62.4462.46

62.4262.44

62.21

62.34

62.2

5

62.1

8

62.1

6 62.1

662

.17

62.22

62.15

62.17Concrete

Gullyli

ne

62.15

62.15

62.16

62.13

62.12

62.16

62.1

6

62.19MHCL

Gullyline

62.2262.09MHCL

62.19

POLE62

.13

62.2

5

62.3062.33

POLE

62.29

65.00

65.31PARAPET

62.23

62.09

62.1

3

62.16

62.18 62.24

61.29IL

62.16

62.16

62.1862.21

62.20

62.15

62.2

6

61.22IL

62.12

62.14

62.14

62.1362.11

LifebuoySIGN

62.26

62.16

62.14 62.25

62.1

7

Ladder 62.19

62.13

63.96

63.96

62.19

62.19

62.28

62.42

62.28

62.27

62.26

62.2662.26

62.2562.27

62.27

62.29

62.30

62.31

62.30

62.39

62.31

62.31

62.31

62.34

62.33

62.35

62.40 62.3762.29

62.25

62.26

62.26

62.26

62.25

62.26

62.31 62.30

62.30

62.35

62.33

62.31

62.29

62.4762.40

62.28MHCL

62.2662.27

62.2662.28

62.39FL

62.27MHSQ

62.2962.46

62.4762.29

62.2762.44

62.16

62.2962.2762.11

62.30

62.29MHSQ 62.28

MHSQ

62.46MHSQ

62.46MHSQ 62.45

MHSQ 62.45MHSQ

62.4462.15 62.2162.46

62.44

62.4362.24 62.23

62.46

62.2062.45

62.45

62.46MHCL

63.46

PIPE

62.3462.34

62.35MHSQ

62.35

62.36

62.35

62.35

62.35

62.41

62.43

62.4863.07 62.35 62.47

62.36M

HSQ

62.4

0

62.3

762

.38

62.38

62.3062.36

62.18

62.47

62.13

62.36

62.43

62.5262.60

62.10

62.67

62.00

62.17

Gravel Surface

62.1862.26

62.1862.26

62.1862.26

62.17

62.27

62.13

62.20

62.19

Gravel Surface

62.44

61.56IL

62.19

62.17 62.19

62.27

62.28

62.2

4

62.22

62.17

62.18

62.12

62.08

62.14

62.19

62.17

62.21

PIPE

62.23

62.15

62.32

62.36

62.39

62.44

61.66IL

62.27

62.2562.65

62.6562.28 62.31

62.31

62.65MHSQ

62.64MHSQ

Hoist Hoist

62.34MHCL

62.2562.23 62.48

62.65

62.3262.22

62.65

62.13

62.34

62.30

62.32

62.37

62.40

62.37

62.37

62.36

62.32

62.36

62.36

62.38

62.48

62.43IC

62.27PIPE

62.45

62.45 62.38

62.40

Path Covered

62.45

62.64

62.23

62.62

62.28

62.45

62.10

62.57

62.39 62.28

62.34

62.45

Danger62.54

62.50

62.36

62.46

62.5762.51

62.41

62.42

62.5562.45

62.62

62.49

62.47

62.4763.07

62.3762.47

62.48

62.48

62.45

63.08

62.36

62.4162.46

62.46

62.50

62.46

62.41

62.4062.40

62.38

62.3962.40

62.45

62.45

62.55

62.61FL

62.50

62.45

Concrete

62.42MHCL

62.47MHCL

62.5162.50 62.51

62.52

Gravel62.55

GY

62.51

62.39

62.43

62.43

GY62.30

62.35

Line in Concrete62.41

62.4

3

62.5

4

62.55

62.54MHCL

62.57

62.45

62.46

62.4462.65

62.5662.65

62.65

62.39 62.4163.57

62.62FL

62.52

62.52

62.5562.56

62.55

62.51

62.49

62.49

62.46

62.44

62.47

62.46

62.30

62.33

62.41

62.41

62.45

62.46

62.49

62.57

62.52

Gravel

62.5862.68

62.70

62.80

62.75

62.64

62.73

62.84

62.91

63.05

63.03

62.90

62.84

62.84

62.59

62.60

62.58

62.53

62.48

62.54

62.5362.75

62.60

62.51

62.46

62.2462.56

62.35

62.42

GY

62.34

62.48

62.33

62.31

62.22

62.18

62.1662.34

Conc.62.18 62.19

62.32

GasSign

62.28

62.47

63.5962.39

VE

62.53

62.48

62.61

62.4262.48

62.38 62.30

62.40

62.39

62.47

62.4162.34

62.42

62.46

Gravel

PIPE

PIPE

PIPE

61.78 61.78

62.7262.72

62.64

61.78

62.81

62.78

62.84

Outline of Hedge

H

62.45

62.40

62.5

7GY

62.4262.41MHCL

GY

GY

62.4162.40

62.39

62.49

GY

62.41MHCL 62.42

MHCL

62.40

62.45

62.54

62.47

62.47

62.51

62.45 62.43VE

VE

VE

VE

VE

VE

62.42

62.40

63.09

GY62.35 62.35

63.0362.36MHSQ

62.46

62.40

62.59

62.5962.60

62.57MHCL

62.5462.58

62.5762.57

62.57

62.58 Concrete Path62.62

62.60RAMP

62.71

62.78

GATE

62.62

62.58

62.68

62.6062.55

62.46

62.53

62.61 62.57

62.6162.55

62.51 62.45

62.36

PIPEPIPE

62.61

62.6362.62

62.6062.5462.65

62.65

62.66

62.54MHCL

H

62.60

62.5462.54

62.67

62.6962.71

62.53

62.49

ConcreteGY62.51

62.54 GY

62.60

62.6862.76 62.59

62.77FL

GY

62.49

GY

62.43

62.5262.58 62.67

Plant

62.58

62.65

62.61

62.6663.27 62.42

62.6762.69

62.65

62.51

64.51

62.57

62.63

62.7164.72

62.72

62.71

62.7162.7264.72

62.64

62.56

62.7564.51

62.52

62.59

62.66

62.70 62.71

62.71

62.73

62.71

62.6862.68

62.7262.79

62.71

62.60

62.55

62.51

62.51

62.52

62.52

62.51

62.51

62.54

62.50

62.52

GY

62.51

62.53

62.54

62.54

62.60

62.68

62.68

62.60

62.54

62.54

62.61

62.68

62.67

62.61

62.55

62.7662.77

62.91

62.95

63.03

63.1263.04

63.19

63.31

63.26

GRASS

63.08

62.94

62.8962.88

62.9062.91

Kerb on Flat

62.9362.95

62.99

Edge of Stone Road

63.08

63.19

63.30

63.21

63.32

63.35

RAM

P

63.33

63.32

63.37

63.38

63.39

63.40

63.39

63.3663.40

63.3663.34

63.23

63.31

63.34

63.25

63.16

63.13 63.10

63.17

63.1763.13

63.06

62.96 62.82

62.98

62.7462.84

62.94

62.84

62.68

62.6862.72

62.6962.74

62.8662.82

62.9662.99

63.0863.02

63.0863.05

63.0863.05

63.0863.04

63.0463.07

63.0763.09

63.08

GRASS

63.09

63.04

62.88

63.17

63.20

63.22

63.11

63.03

62.78

63.13

63.37

63.26

63.17

63.25

63.2863.37

63.3263.28

63.2963.27

CCTV

62.34

62.32

62.27

62.31

Gravel

62.32 62.3262.39

62.39

62.37

62.40

62.4

5

62.39

62.36

62.45

62.44

62.4362.41

62.44

62.44

62.44MHSQ

62.45MHCL

62.46

MH

SQ

62.46

62.45

62.29

62.33

62.33

62.2962.30

62.30

62.2862.30

62.31

62.33

62.37

62.38

62.36

LS

LS

LS

62.26

62.28

62.17

62.41

62.16

62.25

62.32

62.32

62.29

62.26

62.35

62.5762.37

62.43

62.64

62.12

Pipes in

Kerb on Flat

Kerb on Flat

Surface

Surface

Out

line

of H

edge

Outline of Hedge

Concrete Post

Bottom Slopes

Slope Top

Old

Con

cret

e P

ost a

nd W

ire M

esh

Fenc

e

Outline of Hedge

Outline of Hedge

ConcreteSurface

Steel Rail

Tank

Path

Container

Container

Ker

b on

Fla

t

Kerb on Flat

Safety

Security Fence

Conc. Tank

Conc. Tank

Hoist

Hoist

Surface

Safety

SignSafety Tank

Gullyli

ne

Surface

Surface

Tank

GalvanisedShed

GullylineFooting

Prefab

over with Gravel

Timber Sleeper Fence

Concrete Wall

Sign

Hoist

Conc.Footing

Tank

Tank

Tank

Tank

Tank

Tank

Tank

TankTank

Tank

Tank

Tank

Tank

Tank

Tank

TankTank

Tank

Tank

Concrete Post & Wire Mesh Fence

Timber Post & Wire Fence

Concrete Post & Wire Fence

Safety

Safety

Concrete Post & Wire M

esh Fence

Timber Post

& Wire Fence

ConcreteSurface

ConcreteSurface

Timber Post &

Wire Fence

Tim

ber P

ost &

Wire

Fen

ce

Tim

ber P

ost &

Wire

Fen

ce

Kerb on Flat

SLO

PE B

OTT

OM

SLO

PE T

OP

62.20MHCL

Approx MH PositionPartially Covered

553900

625550

553900

625600

553900

625650

553900

625700

553900

625750

553900

625800

553900

625850

553900

625900

`62.509

62.506

DP03A

DP04

DP06B

Sheet Title:

EXPLORATION LOCATION

PLAN

JOB NUMBER:

P16128

DRAWING NUMBER:

P16128-SI-01

DRAWN BY:

Gary Curtin

22/11/2016

DATE:

SCALE:

1:2000 ON A3

APPROVED:

REVISION:

D01

GH

JOB NAME:

Kerry Ingredients Charleville

Co. Cork

KEY:

Denotes Trial Pit location

Denotes Borehole location

Denotes Dynamic Probe location

Denotes Rotary Core location

TP00

RC00

BH00

DP00

Pipe

553933.7E 625456.7N

to

553936.6E 625459.4N

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 13-07-2017:03:06:49

RC03

DP11

DP12

DP13

TP14

DP14

TP15

DP15

TP16

DP16

DP30

DP31

DP32

553900

625950

553900

626000

553900

626050

553900

626100

553900

626150

553900

626200

553900

626250

553900

626300

553900

626350

553900

626400

554100

553950

554000

554050

554150

554200

554250

626050 626050 626050 626050 626050 626050 626050

DP32A

Sheet Title:


PLAN

JOB NUMBER:

P16128

DRAWING NUMBER:

P16128-SI-02

DRAWN BY:

Gary Curtin

22/11/2016

DATE:

SCALE:

1:2000 ON A3

APPROVED:

REVISION:

D01

GH

JOB NAME:


Co. Cork

KEY:





TP00

RC00

BH00

DP00

For

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EPA Export 13-07-2017:03:06:49

TP17

DP17

DP18

TP19

DP19

TP20

DP20

553900

626450

553900

626500

553900

626550

553900

626600

553900

626650

553900

626700

553900

626750

553900

626800

553900

626850

553900

626900

553900

626950

554100

553950

554000

554050

554150

554200

554250

626600 626600 626600 626600 626600 626600 626600

Sheet Title:


PLAN

JOB NUMBER:

P16128

DRAWING NUMBER:

P16128-SI-03

DRAWN BY:

Gary Curtin

22/11/2016

DATE:

SCALE:

1:2000 ON A3

APPROVED:

REVISION:

D01

GH

JOB NAME:


Co. Cork

KEY:





TP00

RC00

BH00

DP00

For

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EPA Export 13-07-2017:03:06:49

RC04

RC05

BH05

TP21

DP21

TP22

DP22

TP23

DP23

TP24

DP24

BH04

553900

627000

553900

627050

553900

627100

553900

627150

553900

627200

553900

627250

553900

627300

553900

627350

553900

627400

553900

627450

553900

627500

554100

553950

554000

554050

554150

554200

554250

627150 627150 627150 627150 627150 627150 627150

Sheet Title:


PLAN

JOB NUMBER:

P16128

DRAWING NUMBER:

P16128-SI-04

DRAWN BY:

Gary Curtin

22/11/2016

DATE:

SCALE:

1:2000 ON A3

APPROVED:

REVISION:

D01

GH

JOB NAME:


Co. Cork

KEY:





TP00

RC00

BH00

DP00

For

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n pur

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.

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EPA Export 13-07-2017:03:06:49

BH06

BH07

TP25

DP25

TP26

DP26

TP27

TP28

DP28

TP29

DP29

627800

627850

627900

627950

628000

553900

627550

553900

627600

553900

627650

553900

627700

553900

627550

554100554100

554100554100

554100554100

554100554100

554100554100

627700 627700 627700 627700 627700627700627700553950

554000

554050

554150

554200

554250

Sheet Title:


PLAN

JOB NUMBER:

P16128

DRAWING NUMBER:

P16128-SI-05

DRAWN BY:

Gary Curtin

22/11/2016

DATE:

SCALE:

1:2000 ON A3

APPROVED:

REVISION:

D01

GH

JOB NAME:


Co. Cork

KEY:





TP00

RC00

BH00

DP00

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EPA Export 13-07-2017:03:06:49

KEY TO SYMBOLS - LABORATORY TEST RESULT

U Undisturbed SampleP Piston SampleTWS Thin Wall SampleB Bulk Sample - DisturbedD Jar Sample - DisturbedW Water SamplepH Acidity/Alkalinity IndexSO3 % - Total Sulphate Content (acid soluble)SO3 g/ltr - Water Soluble Sulphate (Water or 2:1 Aqueous Soil Extract)+ Calcareous ReactionCl Chloride ContentPl Plasticity Index<425 % of material in sample passing 425 micron sieveLL Liquid LimitPL Plastic LimitMC Water ContentNP Non PlasticYb Bulk DensityYd Dry DensityPs Particle DensityU/D Undrained/Drained TriaxialU/C Unconsolidated/Consolidated TriaxialT/M Single Stage/Multistage Triaxial100/38 Sample Diameter (mm)REM Remoulded Triaxial Test SpecimenTST Triaxial Suction TestV Vane TestDSB Drained Shear BoxRSB Residual Shear BoxRS Ring Shearσ3 Cell Pressureσ1-σ3 Deviator Stressc Cohesionc_ Effective Cohesion Interceptф Angle of Shearing Resistance - Degreesф_ Effective Angle of Shearing Resistanceεf Strain at Failure* Failed under 1st Load** Failed under 2nd Load# Untestable## Excessive Strainp_o Effective Overburden Pressuremv Coefficient of Volume Decreasecv Coefficient of ConsolidationOpt OptimumNat NaturalStd Standard Compaction - 2.5kg Rammer (¶ CBR)Hvy Heavy Compaction - 4.5kg Rammer (§ CBR)Vib Vibratory CompactionCBR California Bearing RatioSat m.c. Saturation Moisture ContentMCV Moisture Condition Value

Key sheet

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EPA Export 13-07-2017:03:06:49

Chemtest Ltd.

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Email: [email protected]

Report No.: 16-30034-1

Initial Date of Issue: 13-Dec-2016

Client Priority Geotechnical Ltd

Client Address: Unit 12

Owenacurra Business Park

Midleton

County Cork

Ireland

Contact(s): Colette Kelly

Project P16128 Charleville

Quotation No.: Date Received: 07-Dec-2016

Order No.: 9011 Date Instructed: 07-Dec-2016

No. of Samples: 4

Turnaround (Wkdays): 5 Results Due: 13-Dec-2016

Date Approved: 13-Dec-2016

Approved By:

Details: Keith Jones, Technical Manager

Final Report

Page 1 of 4

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EPA Export 13-07-2017:03:06:49

Results - Soil

Client: Priority Geotechnical Ltd 16-30034 16-30034 16-30034 16-30034

Quotation No.: 388034 388035 388036 388037

Order No.: 9011 BH04 BH04 BH06 BH06

SOIL SOIL SOIL SOIL

1.0 3.0 1.0 2.0

01-Dec-2016 01-Dec-2016 01-Dec-2016 01-Dec-2016

Determinand Accred. SOP Units LOD

Moisture N 2030 % 0.020 25 10 26 27

pH U 2010 N/A 8.3 9.0 8.1 8.1

Sulphate (2:1 Water Soluble) as SO4 U 2120 g/l 0.010 < 0.010 < 0.010 0.019 0.043

Project: P16128 Charleville

Top Depth (m):

Chemtest Job No.:

Chemtest Sample ID.:

Client Sample Ref.:

Sample Type:

Date Sampled:

Page 2 of 4

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EPA Export 13-07-2017:03:06:49

Test Methods

SOP Title Parameters included Method summary

2010 pH Value of Soils pH pH Meter

2030

Moisture and Stone Content of

Soils(Requirement of

MCERTS)

Moisture content

Determination of moisture content of soil as a

percentage of its as received mass obtained at

<37°C.

2120Water Soluble Boron, Sulphate,

Magnesium & ChromiumBoron; Sulphate; Magnesium; Chromium Aqueous extraction / ICP-OES

Page 3 of 4

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EPA Export 13-07-2017:03:06:49

Report Information

Key

U UKAS accredited

M MCERTS and UKAS accredited

N Unaccredited

S This analysis has been subcontracted to a UKAS accredited laboratory that is accredited for this analysis

SN This analysis has been subcontracted to a UKAS accredited laboratory that is not accredited for this analysis

T This analysis has been subcontracted to an unaccredited laboratory

I/S Insufficient Sample

U/S Unsuitable Sample

N/E not evaluated

< "less than"

> "greater than"

Comments or interpretations are beyond the scope of UKAS accreditation

The results relate only to the items tested

Uncertainty of measurement for the determinands tested are available upon request

None of the results in this report have been recovery corrected

All results are expressed on a dry weight basis

The following tests were analysed on samples as received and the results subsequently corrected to a dry

weight basis TPH, BTEX, VOCs, SVOCs, PCBs, Phenols

For all other tests the samples were dried at < 37°C prior to analysis

All Asbestos testing is performed at the indicated laboratory

Issue numbers are sequential starting with 1 all subsequent reports are incremented by 1

Sample Deviation Codes

A - Date of sampling not supplied

B - Sample age exceeds stability time (sampling to extraction)

C - Sample not received in appropriate containers

D - Broken Container

Sample Retention and Disposal

All soil samples will be retained for a period of 45 days from the date of receipt

All water samples will be retained for 14 days from the date of receipt

Charges may apply to extended sample storage

If you require extended retention of samples, please email your requirements to:

[email protected]

Page 4 of 4

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EPA Export 13-07-2017:03:06:50

mailto:[email protected]

Chemtest Ltd.

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Email: [email protected]

Report No.: 17-04132-1

Initial Date of Issue: 22-Feb-2017

Client Priority Geotechnical Ltd

Client Address: Unit 12

Owenacurra Business Park

Midleton

County Cork

Ireland

Contact(s): Colette Kelly

Project P16128 Charleville

Quotation No.: Date Received: 20-Feb-2017

Order No.: 9011 Date Instructed: 20-Feb-2017

No. of Samples: 1

Turnaround (Wkdays): 3 Results Due: 22-Feb-2017

Date Approved: 22-Feb-2017

Approved By:

Details: Keith Jones, Technical Manager

Final Report

Page 1 of 4

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EPA Export 13-07-2017:03:06:50

Results - Soil

Client: Priority Geotechnical Ltd 17-04132

Quotation No.: 414347

BH07

SOIL

2.0

16-Feb-2017

Determinand Accred. SOP Units LOD

Moisture N 2030 % 0.020 21

pH U 2010 N/A 8.0

Sulphate (2:1 Water Soluble) as SO4 U 2120 g/l 0.010 0.033

Sulphate (Acid Soluble) U 2430 % 0.010 0.058

LOI U 2610 % 0.10 15

Project: P16128 Charleville

Top Depth (m):

Chemtest Job No.:

Chemtest Sample ID.:

Client Sample ID.:

Sample Type:

Date Sampled:

Page 2 of 4

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EPA Export 13-07-2017:03:06:50

Test Methods

SOP Title Parameters included Method summary

2010 pH Value of Soils pH pH Meter

2030

Moisture and Stone Content of

Soils(Requirement of

MCERTS)

Moisture content

Determination of moisture content of soil as a

percentage of its as received mass obtained at

<37°C.

2120Water Soluble Boron, Sulphate,

Magnesium & ChromiumBoron; Sulphate; Magnesium; Chromium Aqueous extraction / ICP-OES

2430 Total Sulphate in soils Total SulphateAcid digestion followed by determination of

sulphate in extract by ICP-OES.

2610 Loss on Ignition loss on ignition (LOI)Determination of the proportion by mass that is

lost from a soil by ignition at 550°C.

Page 3 of 4

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EPA Export 13-07-2017:03:06:50

Report Information

Key

U UKAS accredited

M MCERTS and UKAS accredited

N Unaccredited

S This analysis has been subcontracted to a UKAS accredited laboratory that is accredited for this analysis

SN This analysis has been subcontracted to a UKAS accredited laboratory that is not accredited for this analysis

T This analysis has been subcontracted to an unaccredited laboratory

I/S Insufficient Sample

U/S Unsuitable Sample

N/E not evaluated

< "less than"

> "greater than"

Comments or interpretations are beyond the scope of UKAS accreditation

The results relate only to the items tested

Uncertainty of measurement for the determinands tested are available upon request

None of the results in this report have been recovery corrected

All results are expressed on a dry weight basis

The following tests were analysed on samples as received and the results subsequently corrected to a dry

weight basis TPH, BTEX, VOCs, SVOCs, PCBs, Phenols

For all other tests the samples were dried at < 37°C prior to analysis

All Asbestos testing is performed at the indicated laboratory

Issue numbers are sequential starting with 1 all subsequent reports are incremented by 1

Sample Deviation Codes

A - Date of sampling not supplied

B - Sample age exceeds stability time (sampling to extraction)

C - Sample not received in appropriate containers

D - Broken Container

Sample Retention and Disposal

All soil samples will be retained for a period of 45 days from the date of receipt

All water samples will be retained for 14 days from the date of receipt

Charges may apply to extended sample storage

If you require extended retention of samples, please email your requirements to:

[email protected]

Page 4 of 4

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EPA Export 13-07-2017:03:06:50

mailto:[email protected]

Unconfined Compressive Strength, UCS

Job Name Charleville WWTP

Job Number P16128

Borehole: RC03

Depth: 1.6 m

Rock Type

Bulk Density 2.70 Mg/m3

Load at Failure, P 205.3 kN

Stress at Failure 45.27 MPa

PHOTO

Failure mode

NOTES:

Operator JMS

Checked CK

Limestone

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EPA Export 13-07-2017:03:06:50

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