ATTACHMENT No I.5 – G ROUND A ND/OR G ROUNDWATER … · TP03 at 0.4m (Silt) TP04 at 0.3m (Silt) TP06 at 1.1m (Silt) TP07 at 0.3m (Madeground) Groundwater analysis (EW) 1 TP06 at

ATTACCHMENT NNo I.5 – GCON

ROUND ANTAMINAT

AND/OR GTION

IPC Applic

GROUNDW

cation Form

WATER

m, V1/13

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EPA Export 12-09-2014:23:33:32

P14013 1 of 5

Our Ref: JMS/Rp/P14013 21st March 2014. Messrs. DPS Engineering Eastgate Business Park,

Little Island,

Co. Cork.

Re: Quaterstown Mallow, preliminary site assessment.

In February, 2014 Priority Geotechnical were requested by DPS, acting on behalf of their

Clilent, Magni Industries Ltd., to undertake a preliminary site investigation to obtain

environmental samples for analysis, as part of a due diligence for the purchase of a site

at Quaterstown Mallow, Co. Cork ( 52° 7.531', -8° 39.979', see also below).

The brownfield site included the carparking to the north of the existing building and

allotments to the south.

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P14013 2 of 5

The scope of works was such that one (1) day trial pit excavation and professional

attendance was provided by PGL, Denis Mc Carthy BSc, Geologist. The position of the

trial holes was determined by DPS, EHS Manager Nicholas Murray, in conjunction with

PGL, following a brief walk over survey of the site.

The works were undertaken on the 12th February, 2014, using a JCB back-hoe

excavator. The fieldwork was carried out in general accordance with BS 5930 (1999)

Code of Practice for Site Investigation and Part 9 of BS 1377 (1990). The subsequent

sections should be read in conjunction with the exploratory logs, photographic records

and environmental analysis attached.

A total of seven (7) number trial pits (TP01 to TP07, inclusive) were excavated to depths

of 1.2m below existing ground level (bgl) to 2.5m bgl. The trial pit excavation locations

accompany this report on drawing ref: P14013-SI-01. The ‘as built’ locations were

surveyed to the ING75 system of co-ordinates with elevations to Malin head datum. The

survey data has been presented on the relevant exploratory logs.

The preparation for and methods of taking environmental samples, together with their

size, preservation and handling was in accordance with the Association of Geotechnical

and Geoenvironmental Specialists (AGS) guide to environmental sampling, September

2010. A total of twelve (12) number environmental soil samples (ES), two (2) number

environmental groundwater samples (EW), and one (1) bulk disturbed samples (B) were

taken from the trial pit excavations between ground level and a depth 2.0m bgl within the

Madeground, Fill and natural Silt deposits on site. These were placed immediately in air-

tight containers, which were filled to the top of the sample container, a 250g Glass sample.

The sample was such to allow for required analysis.

=

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EPA Export 12-09-2014:23:33:32

P14013 3 of 5

All samples were transported to Priority Geotechnical’s laboratory in Midleton, Co. Cork

and prepared for scheduled testing at specialist analytical laboratory, Chemtest. The

following tests were scheduled by PGL being approved by DPS. The laboratory test

results were presented herein. A summary of tests undertaken were detailed below.

SUMMARY OF LABORATORY TESTING

SUPERFICIAL DEPOSITS

Type No. Remarks

Waste Acceptance Criteria, WAC (soil- ES) 5 TP02 at 0.8m (Silt)

TP03 at 0.4m (Silt)

TP04 at 0.3m (Silt)

TP06 at 1.1m (Silt)

TP07 at 0.3m (Madeground)

Groundwater analysis (EW) 1 TP06 at 1.05m

The geology of the study area (GSI 1:100,000 mapping Sheet 21) was characterized by

the Walsortian Limestone formation (WA) - massive unbedded Lime-Mudstone. Teagasc

subsoil mapping indicated; Madeground glacial deposits, alluvial deposits and bedrock

outcropping in the vicinity of the study area.

Based on the available data the site was characterized by Topsoil to depths 0.13m bgl to

0.3m bgl and unbound surfacing (Fill) to depth 0.25m bgl. The Topsoil was underlain by

assumed alluvial deposits of (slightly) sandy (slightly) gravelly SILT to depth up to 2.5m

bgl. Sandy GRAVEL was identified locations TP05 to TP07, below 0.5m bgl and 1.7m

bgl respectively. Madeground was identified at locations TP06 and TP07 to a depth

1.05m bgl. The Madeground had inclusions of plastic, steel and bitumen.

Groundwater was encountered at a depth of 1.05m bgl to 1.7m bgl. The Gravel was

groundwater bearing. Groundwater at location TP07 at a depth 0.5m bgl was assumed

perched. The Silt deposits were described as mottled at TP01 possibly indicative of

fluctuating groundwater level on the site. The site was characterized by regionally

important karstified bedrock aquifer. It is noted a cave feature lies 600m east of the site

at Ballydahin.

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EPA Export 12-09-2014:23:33:32

P14013 4 of 5

Environmental assessment The waste acceptance criteria (WAC) indicated inert materials, based on the extractable

leachate. There was no determination of absolute concentrations. Note, there has been

no assessment of the PAH of the Madeground between 0.6m bgl to 1.0m bgl at location

TP06. It should also be noted that the list of parameters assessed was not

comprehensive, the scope of works being a preliminary assessment.

Analysis of the ground water found it to be in-keeping with the Environmental Protection

Agency, interim guideline values, IGV outlined below.

TP06 at 1.05m - EW EPA IGV Dutch S‐value Parameter Mesured Units mg/l µg l‐¹ mg/l µg l‐¹

Total Dissolved Solids 200 mg l‐¹ 1000 Chloride 22 mg l‐¹ 30 Fluoride <0.050 mg l‐¹ 1 Sulfate 8.4 mg l‐¹ 200 Arsenic <1.0 µg l‐¹ 0.01 10 0.01 10 Barium 11 µg l‐¹ 0.1 100 Cadmium <0.080 µg l‐¹ 0.005 5 0.0004 0.4 Chromium <1.0 µg l‐¹ 0.03 30 0.001 1 Copper 2.7 µg l‐¹ 0.03 30 0.015 15 Mercury <0.50 µg l‐¹ 0.001 1 0.00005 0.05 Molybdenum <1.0 µg l‐¹ ‐ ‐ Nickel <1.0 µg l‐¹ 0.02 20 0.015 15 Lead <1.0 µg l‐¹ 0.01 10 0.015 15 Antimony <1.0 µg l‐¹ ‐ ‐ Selenium <1.0* µg l‐¹ 0.0007 0.7 Zinc <1.0 µg l‐¹ 0.1 100 0.065 65 Total Organic Carbon 14 mg l‐¹ ‐ Phenols (total) < 0.03* mg l‐¹ 0.0005 ‐ * Detection limit outside IGV

In summary other than the presence of Madeground on site, there is no apparent

contamination based on the extent of works undertaken.

The data presented herein should be reviewed along with the historical usage of the site.

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EPA Export 12-09-2014:23:33:32

P14013 5 of 5

Should you have any queries in relation to the data collected and assessed herein,

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 12-09-2014:23:33:32

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 12-09-2014:23:33:32

Samples & In Situ TestingDepth (m)

DepthLevel Legend(m)(m AOD) Stratum Description

Project Name:

Location:

Client:

Dimensions:Level:Co-ords:Project No.

Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water

Water Depth (m) Type Results Level Depth

Plant:Backfill:

Hi-Cone site

JCB

DPS Engineering Ltd.

Arisings.

Good

-

Quartertown, Mallow, Co. Cork

P14013

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

1.35m

None encountered.

154366E - 97267N56.25 m AOD

0.60

m

2.50m

TP01

12/02/2014

DMC

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.30-0.40 ES

56.12

54.90

0.13

1.35

Topsoil: Firm, brown, slightly sandy slightly gravelly SILT. Sand is fine tocoarse. Gravel is fine to medium, subangular.

Firm, brown, mottled black, slightly sandy gravelly SILT. Sand is fine tocoarse. Gravel is fine to coarse, subangular to subrounded.

Trial pit completed at 1.35 m

1

2

3

1:25

Sheet 1 of 1

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EPA Export 12-09-2014:23:33:32

Trial Pit Photographic Record

Number:

TP01

Project Project No Engineer

Quaterstown , Mallow P14013 DPS

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Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:

Hi-Cone site

JCB


Arisings.

Good

20mm diameter steel water pipe encountered at 1.2m.


P14013


1.20m

None encountered.

154387E - 97185N56.06 m AOD

0.60

m

2.00m

TP02

12/02/2014

DMC

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.30-0.50

0.80-1.00

ES

ES

55.81

55.46

54.86

0.25

0.60

1.20

Fill. Hardcore with cobble content.

Assumed Fill: Soft, brown, slightly sandy gravelly SILT. Sand is fine tocoarse. Gravel is fine to medium, subangular.

Soft, brown, slightly gravelly SILT. Gravel is fine to medium, subangular.


1

2

3

1:25

Sheet 1 of 1

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Number:

TP02



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Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:

Hi-Cone site

JCB


Arisings.

Good

Trial pit excavated adjacent to sprinkler tank.


P14013


2.50m

None encountered.

154414E - 97165N57.05 m AOD

0.60

m

2.50m

TP03

12/02/2014

DMC

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.00-0.30

0.40-0.60

1.80-2.00

ES

ES

ES

56.75

56.05

54.55

0.30

1.00

2.50

Topsoil; firm, brown, slightly gravelly sandy SILT. Sand is fine to coarse.Gravel is fine to medium, subangular.

Soft, brown, slightly gravelly sandy SILT. Sand is fine to coarse. Gravel isfine to medium, subangular.

Firm, light brown, slightly sandy slightly gravelly SILT. Sand is fine tocoarse. Gravel is fine to coarse, subangular to subrounded.


1

2

3

1:25

Sheet 1 of 1

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Number:

TP03



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Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:

Hi-Cone site

JCB


Arisings.

Moderate

-


P14013


2.50m

None encountered.

154524E - 97167N59.14 m AOD

0.60

m

2.30m

TP04

12/02/2014

DMC

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.30-0.40 ES

58.94

56.64

0.20

2.50

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

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


1

2

3

1:25

Sheet 1 of 1

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EPA Export 12-09-2014:23:33:32


Number:

TP04



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EPA Export 12-09-2014:23:33:32



Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:

Hi-Cone site

JCB


Arisings.

Poor

-


P14013


1.80m

Steady inflow at 3.1m.

154439E - 97219N56.26 m AOD

0.60

m

2.00m

TP05

12/02/2014

DMC

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.20-0.30

1.30

ES

EW

56.06

55.76

54.46

0.20

0.50

1.80

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

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

Sandy GRAVEL. Sand is fine to coarse. Gravel is fine to medium, subangular torounded.


1

2

3

1:25

Sheet 1 of 1

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EPA Export 12-09-2014:23:33:32


Number:

TP05



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EPA Export 12-09-2014:23:33:32



Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:

Hi-Cone site

JCB


Arisings.

Moderate

-


P14013


1.80m

Slow inflow at 1.05m.

154455E - 97261N56.20 m AOD

0.60

m

2.50m

TP06

12/02/2014

DMC

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.20-0.40

0.60-1.00

1.05

1.10-1.30

ES

B

EW

ES

55.65

55.15

54.80

54.40

0.55

1.05

1.40

1.80

Fill: Soft, brown, slightly sandy slightly gravelly SILT with low cobblecontent, plastic and re-bar inclusions. Sand is fine to coarse. Gravel is fineto coarse, subangular to rounded. Cobbles are subrounded, 60 to 100mm dia.

Bituminous surfacing.

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

Sandy GRAVEL. Sand is fine to coarse. Gravel is fine to coarse, subrounded.


1

2

3

1:25

Sheet 1 of 1

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EPA Export 12-09-2014:23:33:32


Number:

TP06



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EPA Export 12-09-2014:23:33:32



Project Name:

Location:

Client:


Trial Pit No

Scale

Logged By

Remarks:

Date

Type Results

Groundwater:

Depth

Stability:

Water


Plant:Backfill:

Hi-Cone site

JCB


Arisings.

Good

-


P14013


2.00m

Trickle at 0.5m,

154417E - 97269N56.33 m AOD

0.60

m

2.40m

TP07

12/02/2014

DMC

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d Tr

ialp

it Lo

g v2

dat

ed 2

7th

Nov

03

0.30-0.50

1.00-1.20

ES

ES55.33

54.63

54.33

1.00

1.70

2.00

Fill: Soft, brown, slightly sandy slightly gravelly SILT. Sand is fine tocoarse. Gravel is fine to medium, subangular.

Firm, dark grey, slightly sandy gravelly SILT. Sand is fine to coarse. Gravelis fine to medium, subangular.

Sandy GRAVEL. Sand is fine to coarse. Gravel is fine to coarse, subangular tosubrounded.


1

2

3

1:25

Sheet 1 of 1

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EPA Export 12-09-2014:23:33:32


Number:

TP07



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EPA Export 12-09-2014:23:33:33

Priority Geotechnical Ltd

Unit 12

Owenacurra Business Park

Midleton, Co. Cork

Ireland

FAO Colette Kelly

Login Batch No

Chemtest LIMS ID

Sample ID

Sample No

Sampling Date

Depth

Determinand i SOP i * Units i

Total Organic Carbon 2625 M % 0.34 3 5 6

Loss on Ignition 2610 N % 2.54 10

Total BTEX 2761 M mg kg-¹ <0.005 6

Total PCBs (7 congeners) 2811 M mg kg-¹ <1 1

Mineral Oil 2670 M mg kg-¹ < 10 500

Total (of 17) PAHs 2700 N mg kg-¹ <2 100

pH 2010 M 7.8 >6

Acid Neutralisation Capacity 2015 N mol kg-¹ 0.009 To evaluate To evaluate

Determinand i SOP i * Units i mg kg-¹

Arsenic 1450 U µg l-¹ <1.0 < 0.01 0.5 2 25

Barium 1450 U µg l-¹ <5.0 < 0.05 20 100 300

Cadmium 1450 U µg l-¹ <0.080 < 0.0008 0.04 1 5

Chromium 1450 U µg l-¹ <1.0 < 0.01 0.5 10 70

Copper 1450 U µg l-¹ 1.3 0.013 2 50 100

Mercury 1450 U µg l-¹ <0.50 < 0.005 0.01 0.2 2

Molybdenum 1450 U µg l-¹ <1.0 < 0.01 0.5 10 30

Nickel 1450 U µg l-¹ <1.0 < 0.01 0.4 10 40

Lead 1450 U µg l-¹ <1.0 < 0.01 0.5 10 50

Antimony 1450 U µg l-¹ 1.5 0.015 0.06 0.7 5

Selenium 1450 U µg l-¹ <1.0 < 0.01 0.1 0.5 7

Zinc 1450 U µg l-¹ <1.0 < 0.01 4 50 200

Chloride 1220 U mg l-¹ 1.6 16 800 15000 25000

Fluoride 1220 U mg l-¹ 0.14 1.4 10 150 500

Sulfate 1220 U mg l-¹ 4.3 43 1000 20000 50000

Total Dissolved Solids 1040 N mg l-¹ 24 240 4000 60000 100000

Phenol Index 1920 N mg l-¹ < 0.03 < 0.3 1

Dissolved Organic Carbon 1610 N mg l-¹ 30 300 500 800 1000

Moisture (%)

All tests undertaken between 19-Feb-2014 and 28-Feb-2014 Column page 1

* Accreditation status Report Page 1 of 5

This report should be interpreted in conjunction with the notes on the accompanying cover page. LIMS sample ID range AJ85211 to AJ85220

10:1

Eluate

Limit values for compliance leaching test

using BS EN 12457-2 at L/S 10 l/kg

16.2

Eluate Analysis 10:1

Eluate

00:00:00

Inert Waste

Landfill

Stable

Non-reactive

Hazardous

Waste in Non-

Hazardous

Landfill

Hazardous

Waste Landfill

0.8m

Solid Waste Analysis

251669

AJ85216 Soil: AJ85211Landfill Waste Acceptance

Criteria LimitsTP2

LABORATORY TEST REPORTCEN 10:1 CUMULATIVE SINGLE STAGE BATCH TEST

Results of analysis of 10 samples

received 19 February 2014

P14013- Hi CoveReport Date

28 February 2014

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EPA Export 12-09-2014:23:33:33


Unit 12


Midleton, Co. Cork

Ireland

FAO Colette Kelly





28 February 2014

Login Batch No

Chemtest LIMS ID

Sample ID

Sample No

Sampling Date

Depth








pH 2010 M 7.6 >6



Arsenic 1450 U µg l-¹ <1.0 < 0.01 0.5 2 25

Barium 1450 U µg l-¹ <5.0 < 0.05 20 100 300

Cadmium 1450 U µg l-¹ <0.080 < 0.0008 0.04 1 5

Chromium 1450 U µg l-¹ <1.0 < 0.01 0.5 10 70

Copper 1450 U µg l-¹ <1.0 < 0.01 2 50 100

Mercury 1450 U µg l-¹ <0.50 < 0.005 0.01 0.2 2

Molybdenum 1450 U µg l-¹ <1.0 < 0.01 0.5 10 30

Nickel 1450 U µg l-¹ <1.0 < 0.01 0.4 10 40

Lead 1450 U µg l-¹ <1.0 < 0.01 0.5 10 50

Antimony 1450 U µg l-¹ <1.0 < 0.01 0.06 0.7 5

Selenium 1450 U µg l-¹ <1.0 < 0.01 0.1 0.5 7

Zinc 1450 U µg l-¹ <1.0 < 0.01 4 50 200

Chloride 1220 U mg l-¹ 1.4 14 800 15000 25000

Fluoride 1220 U mg l-¹ 0.1 1 10 150 500

Sulfate 1220 U mg l-¹ 1.2 12 1000 20000 50000




Moisture (%)



This report should be interpreted in conjunction with the notes on the accompanying cover page. Report Page 2 of 5

10:1

Eluate



18.2


Eluate

00:00:00

Inert Waste

Landfill

Stable

Non-reactive

Hazardous

Waste in Non-

Hazardous

Landfill

Hazardous

Waste Landfill

0.4m


251669


Criteria LimitsTP3

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EPA Export 12-09-2014:23:33:33


Unit 12


Midleton, Co. Cork

Ireland

FAO Colette Kelly





28 February 2014

Login Batch No

Chemtest LIMS ID

Sample ID

Sample No

Sampling Date

Depth








pH 2010 M 7.9 >6



Arsenic 1450 U µg l-¹ <1.0 < 0.01 0.5 2 25

Barium 1450 U µg l-¹ <5.0 < 0.05 20 100 300

Cadmium 1450 U µg l-¹ <0.080 < 0.0008 0.04 1 5

Chromium 1450 U µg l-¹ <1.0 < 0.01 0.5 10 70

Copper 1450 U µg l-¹ <1.0 < 0.01 2 50 100

Mercury 1450 U µg l-¹ <0.50 < 0.005 0.01 0.2 2

Molybdenum 1450 U µg l-¹ <1.0 < 0.01 0.5 10 30

Nickel 1450 U µg l-¹ <1.0 < 0.01 0.4 10 40

Lead 1450 U µg l-¹ <1.0 < 0.01 0.5 10 50

Antimony 1450 U µg l-¹ <1.0 < 0.01 0.06 0.7 5

Selenium 1450 U µg l-¹ <1.0 < 0.01 0.1 0.5 7

Zinc 1450 U µg l-¹ <1.0 < 0.01 4 50 200

Chloride 1220 U mg l-¹ 1.4 14 800 15000 25000

Fluoride 1220 U mg l-¹ 0.093 0.93 10 150 500

Sulfate 1220 U mg l-¹ 0.9 9 1000 20000 50000




Moisture (%)




10:1

Eluate



14.1


Eluate

00:00:00

Inert Waste

Landfill

Stable

Non-reactive

Hazardous

Waste in Non-

Hazardous

Landfill

Hazardous

Waste Landfill

0.3m


251669


Criteria LimitsTP4

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EPA Export 12-09-2014:23:33:33


Unit 12


Midleton, Co. Cork

Ireland

FAO Colette Kelly





28 February 2014

Login Batch No

Chemtest LIMS ID

Sample ID

Sample No

Sampling Date

Depth








pH 2010 M 7.7 >6



Arsenic 1450 U µg l-¹ <1.0 < 0.01 0.5 2 25

Barium 1450 U µg l-¹ <5.0 < 0.05 20 100 300

Cadmium 1450 U µg l-¹ <0.080 < 0.0008 0.04 1 5

Chromium 1450 U µg l-¹ <1.0 < 0.01 0.5 10 70

Copper 1450 U µg l-¹ <1.0 < 0.01 2 50 100

Mercury 1450 U µg l-¹ <0.50 < 0.005 0.01 0.2 2

Molybdenum 1450 U µg l-¹ <1.0 < 0.01 0.5 10 30

Nickel 1450 U µg l-¹ <1.0 < 0.01 0.4 10 40

Lead 1450 U µg l-¹ <1.0 < 0.01 0.5 10 50

Antimony 1450 U µg l-¹ <1.0 < 0.01 0.06 0.7 5

Selenium 1450 U µg l-¹ <1.0 < 0.01 0.1 0.5 7

Zinc 1450 U µg l-¹ <1.0 < 0.01 4 50 200

Chloride 1220 U mg l-¹ 0.57 5.7 800 15000 25000

Fluoride 1220 U mg l-¹ 0.15 1.5 10 150 500

Sulfate 1220 U mg l-¹ 0.37 3.7 1000 20000 50000




Moisture (%)




10:1

Eluate



12.5


Eluate

00:00:00

Inert Waste

Landfill

Stable

Non-reactive

Hazardous

Waste in Non-

Hazardous

Landfill

Hazardous

Waste Landfill

1.1m


251669


Criteria LimitsTP6

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EPA Export 12-09-2014:23:33:33


Unit 12


Midleton, Co. Cork

Ireland

FAO Colette Kelly





28 February 2014

Login Batch No

Chemtest LIMS ID

Sample ID

Sample No

Sampling Date

Depth








pH 2010 M 8.2 >6



Arsenic 1450 U µg l-¹ <1.0 < 0.01 0.5 2 25

Barium 1450 U µg l-¹ <5.0 < 0.05 20 100 300

Cadmium 1450 U µg l-¹ <0.080 < 0.0008 0.04 1 5

Chromium 1450 U µg l-¹ <1.0 < 0.01 0.5 10 70

Copper 1450 U µg l-¹ 1.4 0.014 2 50 100

Mercury 1450 U µg l-¹ <0.50 < 0.005 0.01 0.2 2

Molybdenum 1450 U µg l-¹ <1.0 < 0.01 0.5 10 30

Nickel 1450 U µg l-¹ <1.0 < 0.01 0.4 10 40

Lead 1450 U µg l-¹ <1.0 < 0.01 0.5 10 50

Antimony 1450 U µg l-¹ <1.0 < 0.01 0.06 0.7 5

Selenium 1450 U µg l-¹ <1.0 < 0.01 0.1 0.5 7

Zinc 1450 U µg l-¹ <1.0 < 0.01 4 50 200

Chloride 1220 U mg l-¹ 18 180 800 15000 25000

Fluoride 1220 U mg l-¹ 0.24 2.4 10 150 500

Sulfate 1220 U mg l-¹ 4.5 45 1000 20000 50000




Moisture (%)




10:1

Eluate



12.7


Eluate

00:00:00

Inert Waste

Landfill

Stable

Non-reactive

Hazardous

Waste in Non-

Hazardous

Landfill

Hazardous

Waste Landfill

0.3m


251669


Criteria LimitsTP7

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EPA Export 12-09-2014:23:33:33

LABORATORY TEST REPORTResults of analysis of 1 sample


P14013- Hi CoveFAO


Colette Kelly

Unit 12


Midleton, Co. Cork

Ireland Report Date

28 February 2014

251688AJ85297

TP6

Not Provided

1.05m

WATER

1040 Total Dissolved Solids TDS mg l-¹ N 2001220 Chloride 16887006 mg l-¹ U 22

Fluoride 16984488 mg l-¹ U <0.0501610 Total Organic Carbon TOC mg l-¹ N 141220 Sulfate 14808798 mg l-¹ U 8.41450 Arsenic 7440382 µg l-¹ U <1.0

Barium 7440393 µg l-¹ U 11Cadmium 7440439 µg l-¹ U <0.080Chromium 7440473 µg l-¹ U <1.0Copper 7440508 µg l-¹ U 2.7Mercury 7439976 µg l-¹ U <0.50Molybdenum 7439987 µg l-¹ U <1.0Nickel 7440020 µg l-¹ U <1.0Lead 7439921 µg l-¹ U <1.0Antimony 7440364 µg l-¹ U <1.0Selenium 7782492 µg l-¹ U <1.0Zinc 7440666 µg l-¹ U <1.0

1920 Phenols (total) mg l-¹ N < 0.03

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

All tests undertaken between 20/02/2014 and 28/02/2014

* Accreditation status

This report should be interpreted in conjunction with the notes on the accompanying cover page.

Column page 1

Report page 1 of 1

LIMS sample ID range AJ85297 to AJ85297

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EPA Export 12-09-2014:23:33:33

TP01

TP02

TP03 TP04

TP05

TP06TP07

Sheet Title:

JOB NUMBER:

P14013

DRAWING NUMBER:

P14013-SI-01

DRAWN BY:

G.C.

21/03/2014

DATE:

SCALE:

1:1000 ON A3

APPROVED:

REVISION:

D01

G.H.

JOB NAME:JOB NAME:

QUARTERSTOWN,MALLOW

EXPLORATORY LOCATIONPLAN

KEY:

Denotes Trial Pit locationTP00

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EPA Export 12-09-2014:23:33:33

P14013A 1 of 4

Our Ref: GH/Rp/P14013A 12th May 2014. Messrs. DPS Engineering Eastgate Business Park,

Little Island,

Co. Cork.

Re: Magni, Quaterstown Mallow, Site investigation

In April, 2014 Priority Geotechnical having previously undertaken a preliminary site

assessment, were requested by DPS, acting on behalf of their Client, Magni Group to

undertake a site investigation to determine the ground conditions at the recently

purchased site at Quaterstown Mallow, Co. Cork to allow for the design of new structural

elements within the existing building.

The works were undertaken on the 11th to the 17th of April, 2014, using PGL’s Dando

2000 light cable percussive rig. The fieldwork was carried out in general accordance with

BS 5930 (1999) Code of Practice for Site Investigation and Part 9 of BS 1377 (1990).

The subsequent sections should be read in conjunction with the exploratory logs, and

laboratory data attached as well as previous reporting ref: P14013, March 2014.

A total of seven (7) number boreholes (BH01, BH02, BH03, BH03A, BH04, BH05 and

BH05A) were advanced to depths of 0.2m/ 1.21 below existing ground level (bgl) to

10.9m bgl. The boreholes terminated after one hour chiseling without progress at depths

of between 4.85m bgl and 10.9m bgl. The nature of the strata in which the borehole

terminated was not determined. Twenty four (24) bulk disturbed samples (B) were taken.

1 Shallow depths were as a result of services encountered.

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EPA Export 12-09-2014:23:33:33

P14013A 2 of 4

The exploratory borehole locations have not been surveyed to a system of co-ordinates,

nor were with elevations to any datum recorded. Locations as presented are indicative

only. These locations are outlined on drawing ref: P14013A-SI-01 accompanying this

report.

A total of twenty five (25) number Standard Penetration Tests, NSPT values, were carried

out in the borehole, in accordance with Geotechnical Investigation and Testing, Part 3

Standard penetration test, BS EN ISO 11476-3:2005. The data was presented on the

relevant logs as well as being presented graphically herein. The distribution of

uncorrected Standard Penetration Test, NSPT values with depth is presented with the

exploratory logs. Refusals, NSPT >50 or where a full set of 4 number 75mm increments

were not achieved have not been plotted.

All samples were transported to Priority Geotechnical’s laboratory in Midleton, Co. Cork

and prepared for testing. The following tests were scheduled by PGL being approved by

DPS. The laboratory test results were presented herein. A summary of tests undertaken

is presented below.

SUMMARY OF LABORATORY TESTING

SUPERFICIAL DEPOSITS

Type No. Remarks

Natural moisture content 16 15% to 29%

Atterberg limits 3 Liquid limit 21% to 43%

Plastic limit 17% to 24% including NP non-plastic

Plasticity index 10 to 19

Particle size dsrtibution 7 Including 1number hydrometer analysis on fines

pH 3 7.43 to 7.78

Sulphate content SO4 3 0.005 g/l to 0.01g/l

The geology of the study area (GSI 1:100,000 mapping Sheet 21) was characterized by

the Walsortian Limestone formation (WA) - massive unbedded Lime-Mudstone. Teagasc

subsoil mapping indicated; Madeground glacial deposits, alluvial deposits and bedrock

outcropping in the vicinity of the study area.

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EPA Export 12-09-2014:23:33:33

P14013A 3 of 4

Based on the available data the site was characterized by Fill material to depths 1.0m

below existing ground level (bgl) Beneath the Fill slightly sandy gravelly CLAY with low

Cobble content was identified to depths 4.85m bgl to 10.9m bgl. Boreholes terminated

after one (1) hours chiseling without progress. The nature of the strata in which the

borehole terminated has not been established. Location BH02 identified granular

deposits slightly gravelly clayey SAND and very clayey very sandy GRAVEL with low

Cobble content to a depth 4.5m bgl. These deposits were underlain by slightly sandy

CLAY to a depth 9.0m bgl. BH04 identified a slightly sandy slightly gravelly SILT to a

depth 4.0m bgl. Topsoil where encountered was 0.2m thick.

Based on the standard penetration test NSPT vales the CLAY was described as firm

(NSPT 12 to 19) becoming stiff (NSPT 21 to 39) below a depths of 4.0m bgl to 7.5m bgl .

Elevated NSPT value of 60 and 65 was measured at a depth 10.5m bgl and 4.85m bgl

respectively, prior to chiseling. The SAND was described as very loose (NSPT 3). The

GRAVEL was described as loose and medium dense (NSPT = 6 to 14). Elevated NSPT

values at 1.0m bgl were assumed associated with Fill material (NSPT 21 to 37 and >50-

Refusal).

Groundwater was encountered at a depth of 2.8m bgl to 3.2m bgl. Previous groundwater

was identified at a depth 1.05m bgl, noting the rate of progress of the cable tool casing

may not allow for equilibrium groundwater levels to be reached. Groundwater level may

fluctuate seasonally as previously indicated (TP01, March 2014).

Geotechnical assessment

The ground model for the site was such that: glacial deposits firm to stiff slightly sandy

slightly gravelly CLAY (CLAY_1) and loose to medium dense very clayey very sandy

GRAVEL (GR) were identified to depth 4.85m bgl to 7.0m bgl. Below a depth 5.5m bgl to

7.0m bgl stiff slightly sandy CLAY (CLAY_2) was identified characterized by high fines

content (98%) and plasticity index of 19 (intermediate plasticity) to depths up to 10.9m

bgl. Localised very loose slightly gravelly very clayey SAND was present at BH02

between 2.5m bgl and 3.5m bgl, coinciding with groundwater.

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EPA Export 12-09-2014:23:33:33

P14013A 4 of 4

The upper slightly sandy slightly gravelly CLAY was charactersed by a NSPT value of 14.

The lower slightly sandy CLAY was characterized by a NSPT value of 22. Based on NSPT

data (Stroud, cu = f1 x NSPT, f1 function of PI, PI = 10 and 19, f1 = 6 and 5 respectively)

undrained shear strengths of the order 84kPa and 110kPa are proposed for the upper

CLAY of low plasticity (CLAY_1) and the lower CLAY of intermediate plasticity

(CLAY_2). An angle of friction, φ of 30o is proposed for the loose to medium dense

GRAVEL deposits (Nspt value of 6 to 14). An angle of friction, φ of 28o is proposed for

the loose SAND deposits (Nspt value of 3).

Given the presence of granular deposits of low and varied relative density coinciding

with groundwater, differential settlement is expected and so shallow foundations are not

recommended.

Mini-piles are proposed to transfer loading to a suitable bearing strata. The piles may be

designed for friction founding within the stiff slightly sandy CLAY (CLAY_2) below 7.0m

bgl. Piles may also be designed as end bearing at a depth between 9.0m bgl and 10.9m

bgl where cable percussion boreholes terminated in hard strata (Nspt 60 – 65).

pH and sulphate data indicated the site t be DS-1/ XA1.

Should you have any queries in relation to the data collected and assessed herein,

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 12-09-2014:23:33:33

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 12-09-2014:23:33:33

Well / WaterStrikes

Depth (m)DepthLevel Legend

(m)(m AOD)Stratum Description

Project Name:

Client: Dates: Level:

Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type

Groundwater:Struck Sealed

Backfill

Depth (m) Level Depth

Rose to

Casing /

Casing

Equipment & Methods:

Drilled By

Hole Information:Hole Depth Casing Diameter

Chiselling:Depths (m) Time (hhmm) Tool

Water

Afterto

Shift Data: Shift (dd/mm/yyyy)

Flush

Casing depth Remarks

Comment

Groundwater

Hole Diameter

Magni Group, Mallow


Hole terminated at 1.20m due to obstruction. See BH05 / BH05A.

Type

Type

Dando 2000

Samples & In Situ TestingResults

Results


14/04/2014

P14013

-

-

JC

JMS

Cable

BH01

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

- - - -None encountered. 1.20m 131 131mm

--

0.101.20

11/04/201414/04/2014

0.201.20

01000100

1.20m-

End of shiftStart of shift

ChiselChisel

0.50-1.00

1.20

B

CPT 50 (25/25,25) 1.201.001.20

Bituminous surfacing and fill. Brown, slightly sandygravelly SILT with low cobble content. Sand is fineto coarse. Gravel is fine to coarse, sub-angular.Cobbles are sub-angular to sub-rounded, 60-100mm diasiltstone.

Stiff, brown CLAY with medium cobble content.1.00m - 1.20m: Drillers description.

End of Borehole at 1.20 m

1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

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EPA Export 12-09-2014:23:33:33

Well / WaterStrikes



Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter

Magni Group, Mallow


Hole terminated at 1.50m due to pipe.

Type

Type

Dando 2000


Results


16/04/2014

P14013

-

-

JC

JMS

Cable

BH05

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

- - - -None encountered. 1.50m 131 131mm

--

0.00

16/04/201416/04/2014

0.00

-1.50m

Start of shiftEnd of Borehole

0.50-1.00

1.20

B

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

1.50

0.20

1.50

Topsoil.

Brown, slightly sandy, slightly gravelly CLAY withlow cobble content. Sand is fine to coarse. Gravel isfine to coarse, sub-angular to rounded. Cobbles aresub-angular to sub-rounded, 60-100mm dia Siltstone.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

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EPA Export 12-09-2014:23:33:33

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

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

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

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

N=30 (5,6/7,7,8,8)

N=39 (7,8/9,10,10,10)

0.20

1.00

7.00

Topsoil.

Brown, slightly sandy, gravelly SILT with rootlets.Sand is fine to coarse. Gravel is fine to coarse,sub-angular to rounded.

Firm brown, slightly sandy, slightly gravelly CLAYwith low cobble content. Sand is fine to coarse.Gravel is fine to coarse, sub-angular to rounded.Cobbles are sub-angular to rounded, 60-90mm diaSiltstone.

CLAY becomming 'firm to stiff' below 4.0m

Stfiff brown grey, slightly sandy CLAY. Sand is fineto coarse. Gravel is fine to medium, sub-angular torounded.

Continued next sheet

1

2

3

4

5

6

7

8

1:50

Sheet 1 of 2

Well / WaterStrikes



Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter

Magni Group, Mallow


Hole relocated 3.00m from BH05. Hole terminated at 10.90m.

Type

Type

Dando 2000


Results


17/04/2014

P14013

-

-

JC

JMS

Cable

BH05A

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

- - - - None encountered 10.50m 131 131mm

--

1.4010.90

17/04/201417/04/2014

1.5510.90

00300100

-10.50m


ChiselChisel

0.50-1.00

1.20

1.50-2.00

2.00

2.50-3.00

3.00

3.50-4.00

4.00

4.50-5.00

5.00

5.50-6.00

6.00

7.00-7.50

7.50

8.50-9.00

9.00

B

CPT

B

CPT

B

CPT

B

CPT

B

CPT

B

CPT

B

CPT

B

CPT

N=37 (4,4/5,8,10,14)

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

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EPA Export 12-09-2014:23:33:33

Well / WaterStrikes



Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter

Magni Group, Mallow


Hole relocated 3.00m from BH05. Hole terminated at 10.90m.

Type

Type

Dando 2000


Results


17/04/2014

P14013

-

-

JC

JMS

Cable

BH05A

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

- - - - None encountered 10.50m 131 131mm

--

1.4010.90

17/04/201417/04/2014

1.5510.90

00300100

-10.50m


ChiselChisel

10.00-10.50

10.50

B

CPT N=60 (7,7/9,10,16,25) 10.50 10.50

Stfiff brown grey, slightly sandy CLAY. Sand is fineto coarse. Gravel is fine to medium, sub-angular torounded.


10

11

12

13

14

15

16

17

1:50

Sheet 2 of 2

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EPA Export 12-09-2014:23:33:33

B

CPT

B

CPT

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

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

N=3 (1,1/0,1,1,1)

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

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

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

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

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

50 (10,10/15,17,18) 9.00

0.30

3.50

4.50

5.50

9.00

Bituminous surfacing and Fill (sub - base).

Loose brown, very clayey very sandy GRAVEL. Gravel isfine to medium, sub-angular to rounded. Sand is fineto coarse.

Very loose slighty gravelly very clayey SAND 2.5mto 3.5m.

Medium dense brown, slightly silty, sandy GRAVEL withlow cobble content. Sand is fine to coarse. Gravelis fine to coarse, sub-angular to rounded. Cobblesare sub-angular to rounded, 60-90mm dia Siltstone.

Firm brown, slightly sandy slightly gravelly CLAYwith low cobble content. Sand is fine to coarse.Gravel is fine to coarse, sub-angular to rounded.Cobbles are sub-angular to rounded, 60-90mm diaSiltstone.

Stiff grey, slightly sandy CLAY. Sand is fine tomedium.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes



Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter

Magni Group, Mallow


Type

Type

Dando 2000


Results


11/04/2014-14/04/2014

P14013

-

-

JC

JMS

Cable

BH02

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

3.60m 2.80m 20min - 9.00m 131 131mm

----

0.00

11/04/201411/04/201414/04/201414/04/2014

0.30 0030

-8.00m8.00m9.00m

Start of shiftEnd of shiftStart of shiftEnd of Borehole

Chisel

0.50-1.00

1.20

1.50-2.00

2.00

2.50-3.00

3.00

3.60-4.004.00

4.50-5.00

5.00

5.60-6.006.00

6.50-7.00

7.00

7.50-8.00

8.00

8.00-8.50

9.00

B

CPT

B

CPT

B

CPT

BCPT

B

CPT

BCPT

B

CPT

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EPA Export 12-09-2014:23:33:33

Well / WaterStrikes



Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter

Magni Group, Mallow


Concrete encountered at 0.20m. Hole terminated and relocated toBH03A.

Type

Type

Dando 2000


Results


15/04/2014

P14013

-

-

JC

Cable

BH03

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

0.20m 131

--

15/04/201415/04/2014

--


0.100.20


Concrete.End of Borehole at 0.20 m

1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

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EPA Export 12-09-2014:23:33:33

Well / WaterStrikes



Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter

Magni Group, Mallow


Relocated 0.5m forward from BH03. Hole terminated at 0.70m due to ofpipe.

Type

Type

Dando 2000


Results


15/04/2014

P14013

-

-

JC

Cable

BH03A

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

0.20m 131 131mm

--

15/04/201415/04/2014

--


0.20 0.20

0.70


Stiff CLAY with medium cobble content.0.20m - 0.70m: Drillers description.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

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EPA Export 12-09-2014:23:33:33

Concrete footpath.0.00m - 0.20m: Drillers description.

Firm brown, slightly sandy, slightly gravelly SILTwith low cobble content. Sand is fine to coarse.Gravel is fine to coarse, sub-angular to rounded.Cobbles are sub-angular to rounded, 60-120mm diaSiltstone.

Driller described: Dense clayey GRAVEL with Cobblecontent.


1

2

3

4

5

6

7

8

1:50

Sheet 1 of 1

Well / WaterStrikes



Project Name:


Co-ords:Project No.

Borehole No

Scale

Logged By

Remarks:

Hole Type


Backfill


Rose to

Casing /

Casing


Drilled By



Water

Afterto


Flush


Comment

Groundwater

Hole Diameter

Magni Group, Mallow


Type

Type

Dando 2000


Results


15/04/2014

P14013

-

-

JC

JMS

Cable

BH04

Hol

eBA

SE

III (

Bld

426

.58)

Sta

ndar

d B

oreh

ole

Log

v2 d

ated

27t

h N

ov 0

3

3.40m 3.20m 20min - 4.85m 131 131mm

--

4.30m-

1.204.70

15/04/201416/04/201416/04/201418/04/2014

1.354.85

00300100

-1.20m4.85m1.20m

Start of shiftStart of shiftEnd of BoreholeEnd of shift

ChiselChisel

0.50-1.00

1.20

1.50-2.00

2.00

2.50-3.00

3.00

3.50-4.00

4.00

4.85

B

CPT

B

CPT

B

CPT

B

CPT

CPT

N=21 (10,14/12,3,3,3)

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

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

N=37 (3,4/6,5,10,16)

N=65 (10,14/15,14,18,18) 4.85

0.20

4.00

4.85

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EPA Export 12-09-2014:23:33:33

Sheet

Client Job No.

Site Date Drawn

SPT Vs DepthDPS Engineering Ltd. P14013

1 of 1

Hi-Cone site 09/05/2014

0

2

4

6

8

10

12

0 10 20 30 40 50 60 70 80

Uncorrected Nspt values

Dep

th (m

bgl

)

BH05A BH05 BH04 BH02

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EPA Export 12-09-2014:23:33:33

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 12-09-2014:23:33:33

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EPA Export 12-09-2014:23:33:33

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EPA Export 12-09-2014:23:33:33

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EPA Export 12-09-2014:23:33:33

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EPA Export 12-09-2014:23:33:33

BH01

BH05BH05A

BH02

BH04

BH03

BH03A

Sheet Title:

JOB NUMBER:

P14013

DRAWING NUMBER:

P14013A-SI-01

DRAWN BY:

G.C.

12/05/2014

DATE:

SCALE:

1:1000 ON A3

APPROVED:

REVISION:

D01

G.H.

JOB NAME:JOB NAME:

MAGNI, QUARTERSTOWN,MALLOW

EXPLORATORY LOCATIONPLAN

KEY:

Denotes Borehole locationBH00

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EPA Export 12-09-2014:23:33:33

Documents

ATTACHMENT No I.5 – G ROUND A ND/OR G ROUNDWATER … · TP03 at 0.4m (Silt) TP04 at 0.3m (Silt) TP06 at 1.1m (Silt) TP07 at 0.3m (Madeground) Groundwater analysis (EW) 1 TP06 at