Ground Investigations Ireland Ltd I A • TP016729-04-17.TP01 Figure No. 1:2 5 DML Scale (approx) Logged By No groundwater encountered Trial Pit stable Trial Pit backfill ed on completion

6729-04-17.TP01

Figure No.

DML 1:25

Logged By Scale (approx)

No groundwater encountered Trial Pit stable Trial Pit backfilled on completion

Remarks

2· 1 ° 1 OBSTRUCTION: Presumed Boulders or Weathered Rock

Stiff brown grey slightly sandy gravelly CLAY with many angular cobbles and boulders

1.20

Stiff reddish brown slightly sandy slightly gravelly CLAY

(0.90)

(0.70)

MADE GROUND Reddish brown slightly sandy slightly gravelly Clay with occasional red brick and ceramic fragments (0.30)

Reddish brown slightly sandy slightly gravelly TOPSOIL with grass rootlets

Description

(0.20) 0.20

-

-

-

-

- 0.50 B

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

Plan

Field Records Sample I Tests Water DeP.th (m)

Depth (m)

Level Depth (mOD) (m)

(Thickness)

Project Contractor

Ground Investigation Ireland

Dates 11/05/2017

Location

Method : Trial Pit

Ground Level (mOD) Client

O'Callaghan Moran

Dimensions 3.9m x 0.4m

Machine : JCB 3CX

Trial Pit Number

TP01 Job Number

6729-04-17

Sheet

1/1

~ Legend .2l ..

:s:

~

9~5 .o:.i...l:... :o. ~·.·.o~ ~2~ 0: •·. 0- 0

~o~ <·~-0 ~o..:..:..:..

:s1 :o;".:ff; ::. ~o~

\fj +1~ t~

I

IDA Business Park Raheen Limerick

Site

Complete at 2.1 Om

0.50

I A • .. ·- Ground Investigations Ireland Ltd

www.gii.ie -·· ·····-

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EPA Export 30-11-2018:04:35:51

6729-04-17. TP02

1 ·50 1 OBSTRUCTION: Presumed Boulders or Weathered Rock

(0.40)

(0.70)

Plan

I

.. · ~ :· ..

.•., ".'. ··.···

1:25

Figure No. Logged By Scale (approx)

Grey slightly sandy slightly clayey angular fine to coarse GRAVEL with many angular cobbles and boulders

1.30 (0.20)


Remarks

Firm reddish brown slightly sandy slightly gravelly CLAY 0.90

MADE GROUND: Grey mottled brown clayey sandy angular to subangular fine to coarse Gravel with some subangular to subrounded cobbles, boulders and large boulder

- 0.20

DML

Reddish brown slightly sandy slightly gravelly TOPSOIL with grass rootlets - (0.20)

Description Level Depth

(mOD) (m) (Thickness)

Field Records Water DeP.th (m)

B

Sample I Tests

1.20

0.70 B

~ .2l Legend ~

Depth (m)

Project Contractor


Sheet

1/1

Location

Job Number

6729-04-17


O'Callaghan Moran


Machine : JCB 3CX

Method : Trial Pit

Number Trial Pit

IDA Business Park Raheen Limerick Ground Investigations Ireland Ltd

www.gii.ie

Site

Complete at 1.50m

Dates 11/05/2017

I A • -·· ·····- TP02

.. ·-

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EPA Export 30-11-2018:04:35:51

6729-04-17. TP03 1:25



Remarks Plan

2·80 1 OBSTRUCTION: Presumed Boulders or Weathered Rock

(1.10)

Firm light brown mottled grey slightly sandy gravelly CLAY with many angular cobbles and boulders

1.70

(0.90)

Firm light brown slightly sandy slightly gravelly CLAY with subangular to subrounded cobbles

0.80

(0.60)

DML

Firm reddish brown slightly sandy slightly gravelly Clay with occasional subangular to subrounded cobbles

I

(0.20) 0.20


~ .2l Legend ~ Description


(Thickness) Field Records

Water DeP.th (m)

B

B

B

Sample I Tests

2.50

1.10

0.50

Depth (m)

Project Contractor


Sheet

1/1

Location

Job Number

6729-04-17


O'Callaghan Moran


Machine : JCB 3CX

Method : Trial Pit

Number IDA Business Park Raheen Limerick

Trial Pit Ground Investigations Ireland Ltd www.gii.ie

Site

Complete at 2.80m

Dates 11/05/2017

I A • -·· ·····- TP03

.. ·-

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EPA Export 30-11-2018:04:35:51

1:25


Remarks

6729-04-17.TP04

Logged By Scale (approx) Figure No.

DML

Plan


(0.30)

Firm reddish brown slightly sandy gravelly CLAY with many angular cobbles and boulders

0.30

Reddish brown slightly sandy slightly gravelly TOPSOIL (0.30) with grass rootlets

B 0.40




Sample I Tests Depth

(m)

Project Contractor


Location


O'Callaghan Moran


Machine : JCB 3CX

Method : Trial Pit

Trial Pit Number

TP04 Job Number

6729-04-17

Sheet

1/1

~ Legend .2l ..

:s:

I ,o:.£..:.::o.

f.~~ I


www.gii.ie

Site

Complete at 0.60m

Dates 11/05/2017

I A • -·· ·····- .. ·-

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EPA Export 30-11-2018:04:35:51

6729-04-17. TP05 1:25



Remarks Plan

:o:··~::. :~~.~·:oo' :";·~::. ~ ~ ~.: _. ;o. ": oo'

:";·~:: :~ ~. :_·;". ": :' :";·~:: :~~-~-:"o. :":.".:ff;::. ~ ~ ~.: .. ;o .": ".

: ":.".:ff;::· ~ ~ ~.: .. ;o • ": ".

:";'f!;::. ~ ~ ~.: • ;o • "::

:";'.:ff;:: ~~~~-.o·,

(0.50)

DML

3.80

(1.60)

Stiff light brown grey sandy gravelly CLAY with some subangular to subrounded cobbles and boulders

:" .'.i..:.:. :o. . . "" ~ :~~.~-:Oo• .o:..L..:.:. :o.

:o;".:ff; ::. ~ ~ ~.: • • ;o • ": o: :o;·f!;::. ~ ~ ~. : •. ;o .": o ..

:o;'ff-:o. ~ ~ ~.: .. ;o •: :'

2.20

(1.00)

~ ~ ~.:' • ;o • ": oo•

-:c:». 0: .·."" 0

Firm to stiff brown mottled grey slightly sandy gravelly CLAY with some subangular to subrounded cobbles and boulders

1.20

~ ~ ~.:' • ;o • ": o~· • 0 :..L.:.:: ", 0: •·. ,,_ 0

Firm to stiff grey mottled brown slightly sandy CLAY with some subangular to subrounded cobbles and boulders

0.70

(0.70)


~ .2l

Legend ~ Description Level Depth


Field Records

B

B

Sample I Tests

2.50

1.40

Depth (m)

Water DeP.th (m)

Sheet

1/1

Location

Job Number

6729-04-17

Number

Project Contractor


Trial Pit


O'Callaghan Moran

IDA Business Park Raheen Limerick


Machine : JCB 3CX

Method : Trial Pit

Ground Investigations Ireland Ltd www.gii.ie

Site

Complete at 3.80m

Dates 11/05/2017

TPOS

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EPA Export 30-11-2018:04:35:51

6729-04-17. TP06 1:25


4 nn

(1.40)

2.60

(1.40)

(0.90)

Plan


Remarks

Firm to stiff reddish brown slightly gravelly sandy CLAY with some subangular to subrounded cobbles and boulders

1.20

Reddish brown slightly sandy slightly gravelly TOPSOIL with grass rootlets and occasional subangular to subrounded cobbles and boulders (0.30)

DML

Firm reddish brown slightly sandy slightly gravelly CLAY with occasional subangular to subrounded cobbles and boulders (Possible Made Ground)

- 0.30 I Description



Water DeP.th (m)

B

B

B

B

Sample I Tests

3.60

2.80

1.70

0.70

~ .2l Legend ~

Depth (m)

Project Contractor


Sheet

1/1

Location

Job Number

6729-04-17


O'Callaghan Moran


Machine : JCB 3CX

Method : Trial Pit

Number Trial Pit


www.gii.ie

Site

Firm reddish brown slightly sandy slightly gravelly CLAY with some subangular to subrounded cobbles and boulders

Dates 11/05/2017

I A • -·· ·····- TP06

.. ·-

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EPA Export 30-11-2018:04:35:51

6729-04-17. TP07 1:25


- 3.90

(1.30)

Firm light brown grey sandy gravelly CLAY with some subangular to subrounded cobbles and boulders

- 2.60

- (1.00)

(1.30)

Plan


Remarks

Firm grey mottled brown slightly sandy slightly gravelly CLAY with some subangular to subrounded cobbles and boulders and rootlets (Possibly original ground level)

1.60

Reddish brown slightly sandy slightly gravelly TOPSOIL with grass rootlets and occasional subangular to subrounded cobbles (0.30)

DML

MADE GROUND Reddish brown slightly sandy slightly gravelly Clay with occasional subangular to subrounded cobbles and red brick fragments

- 0.30 I Description



Water DeP.th (m)

B

B

B

Sample I Tests

3.50

2.20

0.80

~ .2l Legend ~

Depth (m)

Project Contractor


Sheet

1/1

Location

Job Number

6729-04-17


O'Callaghan Moran


Machine : JCB 3CX

Method : Trial Pit

Number Trial Pit


www.gii.ie

Site

Complete at 3.90m

Dates 11/05/2017

I A • -·· ·····- TP07

.. ·-

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EPA Export 30-11-2018:04:35:51

.. ·- Site Trial Pit -·· ·····- Ground Investigations Ireland Ltd Number I .A • www.gii.ie

IDA Business Park Raheen Limerick TPOS Machine : JCB 3CX Dimensions Ground Level (mOD) Client Job

3.3m x 0.4m Number Method : Trial Pit O'Callaghan Moran 6729-04-17

Location Dates Project Contractor Sheet 11/05/2017

Ground Investigation Ireland 1/1

Depth Water Level Depth ~

.2l (m) Sample I Tests DeP.th Field Records (mOD) (m) Description Legend .. (m) (Thickness) :s:

-

~ - (0.20) Reddish brown slightly sandy slightly gravelly TOPSOIL

with grass rootlets - 0.20 Firm reddish brown slightly sandy slightly gravelly Clay with ~"':."~::. - occasional subangular to subrounded cobbles

fi4 - (0.40) - t·:'~ - 0.60 Firm light brown slightly sandy slightly gravelly CLAY with .o."..L.:.:, :o. - some subangular to subrounded cobbles and boulders

fi~ -

- ~i:L~-~~- - (0.90)

0 : • • ... 0 -

fi~ 1.10 B -

- ±~·.o~ - 7:'~~ - 1.50 ... "'.,

Firm light brown slightly sandy slightly gravelly CLAY with .o:~:o. - many subangular to subrounded cobbles and boulders and

~· ... o~

- large boulders ?-'~~ - ..... 0

- };i~ - 0: •· ... 0 ?·.o~ - ~2~ (1.30) -

fi~ -

- ±"··.o~ - ~~~ 2.50 B -

fi~ -

- 2.80

1 ., ••• 0 0

OBSTRUCTION: Presumed Boulders or Weathered I - Rock

- Complete at 2.80m -

-

-

-

-

-

-

-

-

-

Plan Remarks


Scale (approx) Logged By Figure No.

1:25 DML 6729-04-17. TP08

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EPA Export 30-11-2018:04:35:51

6729-04-17. TP09 DML 1:25



Remarks

I

1.40 1 OBSTRUCTION: Presumed Boulders or Weathered Rock

(1.10)

Stiff reddish brown slightly sandy slightly gravelly CLAY with many subangular and subrounded cobbles, boulders and large boulders

0.30 I Reddish brown slightly sandy slightly gravelly TOPSOIL with grass rootlets

-

-

-

-

B -

0.70 -

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

Plan

~ .2l Legend ~ Field Records Sample I Tests

Water DeP.th (m)

Depth (m) Description


(Thickness)

Project Contractor


Sheet

1/1

Dates 12/05/2017

Location

Job Number

6729-04-17 Method : Trial Pit


O'Callaghan Moran


Machine : JCB 3CX

IDA Business Park Raheen Limerick Number Trial Pit Site

Complete at 1.40m

(0.30)

I A • .. ·-

TP09 Ground Investigations Ireland Ltd

www.gii.ie -·· ·····-

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EPA Export 30-11-2018:04:35:51

6729-04-17.TP10


(1.50)

(1.00)

Plan

1:25


Stiff light brown grey sandy gravelly CLAY with some subangular to subrounded cobbles and boulders

1.90


Remarks

Stiff light brown sandy gravelly CLAY with some subangular to subrounded cobbles and boulders

I

0.90

(0.60)

DML

Stiff reddish brown slightly sandy slightly gravelly CLAY with some subangular and subrounded cobbles and boulders

0.30 I Reddish brown slightly sandy slightly gravelly TOPSOIL with grass rootlets and subangular to subrounded cobbles (0.30)




Water DeP.th (m)

B

B

Sample I Tests

2.80

1.50

Depth (m)

Project Contractor


Sheet

1/1

Location

Job Number

6729-04-17


O'Callaghan Moran


Machine : JCB 3CX

Method : Trial Pit



Site

Complete at 3.40m

Dates 12/05/2017

I A • -·· ·····- TP10

.. ·-

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EPA Export 30-11-2018:04:35:51

DML 1:25



6729-04-17.TP11

Remarks Plan

I


(1.30)

Stiff light brown grey sandy gravelly CLAY with many subangular to subrounded cobbles and boulders and large boulders

1.20

(0.30)

Stiff reddish brown slightly sandy slightly gravelly CLAY with some subangular to subrounded cobbles and boulders

0.90

(0.60)

MADE GROUND Light brown sandy gravelly Clay with 3338<~ many subangular to subrounded cobbles and boulders with some red brick fragments

- 0.30

Reddish brown slightly sandy slightly gravelly TOPSOIL I with grass rootlets and subangular to subrounded cobbles

!))::

(0.30)



Water DeP.th (m)

Sample I Tests ~

.2l Legend ~ Description Depth

(m)

Project Contractor


Sheet

1/1

Location


Machine : JCB 3CX

Method : Trial Pit

Job Number

6729-04-17


O'Callaghan Moran

IDA Business Park Raheen Limerick Number Trial Pit Site

Complete at 2.50m

Dates 12/05/2017

Ground Investigations Ireland Ltd www.gii.ie I A • -·· ·····-

TP11

.. ·-

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EPA Export 30-11-2018:04:35:51

1:25


Remarks

6729-04-17.TP12


DML

1 ·50 1 OBSTRUCTION: Presumed Boulders or Weathered Rock

(0.90)

Plan


0.60

(0.35)

I


(0.25)

0.25





Water DeP.th (m)

B

B

Sample I Tests

1.00

0.50

Depth (m)

Project Contractor


Sheet

1/1

Location

Job Number

6729-04-17


O'Callaghan Moran


Machine : JCB 3CX

Method : Trial Pit



Site

Complete at 1.50m

Dates 12/05/2017

I A • -·· ·····- TP12

.. ·-

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EPA Export 30-11-2018:04:35:51

1:25 6729-04-17.TP13 DML


I

~ .2l Legend ~


Plan

- 2.70

1 OBSTRUCTION: Presumed Boulders or Weathered

- Rock - Complete at 2.70m -

-

-

-

-

-

-

-

-

-

-

Remarks




(mOD) (m) (Thickness) -

- (0.20) - 0.20 - (0.20) - 0.40 -

-

-

-

-

-

-

-

-

-

- (2.30)

-

-

-

-

-

-

-

-

-

-

-


Sample I Tests Depth

(m)

Project Contractor


Sheet

1/1

Location

Job Number

6729-04-17


O'Callaghan Moran


Machine : JCB 3CX

Method : Trial Pit



Site


Dates 12/05/2017

I A • -·· ·····- TP13

.. ·-

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EPA Export 30-11-2018:04:35:51

1:25


Remarks

DML


(1.00)

6729-04-17.TP14


Stiff light brown grey gravelly very sandy CLAY with some subangular to subrounded cobbles and boulders and large boulders

2.40

(1.70)

Plan

Stiff light brown grey sandy gravelly CLAY with some subangular to subrounded cobbles and boulders and large boulders

0.70

(0.50)

I

Stiff reddish brown slightly sandy slightly gravelly CLAY

(0.20) 0.20





Water DeP.th (m)

B

B

B

Sample I Tests

3.10

1.60

0.50

Depth (m)

Project Contractor


Sheet

1/1

Location

Job Number

6729-04-17


O'Callaghan Moran


Machine : JCB 3CX

Method : Trial Pit



Site

Complete at 3.40m

Dates 12/05/2017

I A • TP14

.. ·-

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EPA Export 30-11-2018:04:35:51

Documents

Ground Investigations Ireland Ltd I A • TP016729-04-17.TP01 Figure No. 1:2 5 DML Scale (approx) Logged By No groundwater encountered Trial Pit stable Trial Pit backfill ed on completion