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Roadstone Dublin Limited Waste Licence Application : Environmental Impact Statemenf Lands at Blessington, Co. Wicklow Remediation of Unauthorised Landfill Sites . : ‘, ,, i. ,: ’ __, :>., PRE-EXISTING GROUND INVESTIGATION INFORMATION For inspection purposes only. Consent of copyright owner required for any other use. EPA Export 25-07-2013:13:49:48

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Page 1: Consent of copyright owner required for any other use. PRE ... · JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North Description

Roadstone Dublin Limited Waste Licence Application : Environmental Impact Statemenf

Lands at Blessington, Co. Wicklow Remediation of Unauthorised Landfill Sites

.

:

‘, ,, i. ,: ’

__, :>.,

PRE-EXISTING GROUND INVESTIGATION INFORMATION

For

insp

ectio

n pur

pose

s only

.

Conse

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EPA Export 25-07-2013:13:49:48

Page 2: Consent of copyright owner required for any other use. PRE ... · JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North Description

Boiehole Log Borehole No. BH-1

Client : Roadstone Dublin Ltd. Drilling Company : Glovers Site Investigation Ltd. Location : Blessington Quarry Drilling Method : Air Rotary / ODEX

Job No : 1193 ’ . Drillers Name : Mick Cronin Date : 120 l/96. National Grid Co. Ord. : 297180 East 215260 North

Description : Monitoring Well Surface Elevation : 246.63 m O.D. (Malin Head) Logged by : Conor Walsh B.Sc.

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‘150 mm D steel Details

Drilling Notes and Strata Description

lockable cap

\ Concrete

Construction

brown gravelly SAND with subrounded cobbles (0 - 4.6m)

grey & brown sandy GRAVEL with abundant subrounded cobbles

(4.6 - 10.7m)

brown SAND with occasional subrounded cobbles (10.7 - 18.3m)

brown fine silty SAND (18.3 - 21.6m)

brown silty sandy gravelly CLAY with subrounded cobbles & boulders

(21.6 - 29.3m)

blue and green PHYLLITE & SLATE (29.3 - 31 .l m)

____._._:.............._....

. . . . . . . . . . . . . . . . . . . . . . . . . . . .

_......____......_.....__...

. . . . . .._....................

. . . . . . . . . . . . . . . . . . . . . . . . . . .

E.O.H. 0 31.10 m

208

Sample I Test Legend U - UlOOTubes

SS - Split Spoon SPT - Standard Penetration Test

R - Refusal / No Recovery

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EPA Export 25-07-2013:13:49:48

Page 3: Consent of copyright owner required for any other use. PRE ... · JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North Description

Borehole Log Borehole No. BH-2

Client : Roadstone Dublin Ltd. Drilling Company,: Glovers Site Investigation Ltd. Location : Blessington Quarry Drilling Mettiod : Air Rotary / ODEX

Job No : 1193 Drillers Name : &lick Cronin Date : 13/l l/96 National Grid Co. Ord. : 296750 East 215080 North

Description : Monitoring Well Surface Elevation : :236.56 m O.D. (Malin Head) Logged by : .Conor Walsh BSc.

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Const,ruction

150 mm 0 steel D’ettiils

Drilling.Notes and Strata Description Concrete

brown gravelly coarse SAND with subrounded cobbles (0 - 3.7m)

brown sandy coarse GRAVEL with subrounded cobbles

(3.7 - 12.2m)

brown silty very sandy gravelly CLAY with subrounded cobbles

(12.2 - 18.0m)

pale green soft PHYLLITE (18.0 - 22.5m)

__..._..........._._..._....

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. . . . . . . . . . . . . . . . . . . . . . . . . . . .

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E.O.H. @ 22.50 m

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EPA Export 25-07-2013:13:49:48

Page 4: Consent of copyright owner required for any other use. PRE ... · JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North Description

Borehole. Log Borehole No. BH-3.

Client : Roadstone Dublin Ltd. Drilling Company : Glovers Site Investigation Ltd. Location : Blessington .Quarry Drilling Method : Air Rotary / ODEX

JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North

Description : Monitoring Well Surfke Elevation : 270.90 m O.D. (Malin Head) Logged by .: Conor Walsh B.Sc.

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Construction

150 mm 0 steel D&fails .

lockable cap \

Drilling Notes arid:. Strata D’oscriptidn Concrete

brown silty gravelly SAND with subrounded cobbles (0 - 4.9m)

brown sandy GRAVEL with subrounded cobbles (4.9 - 9.1 m)

blue-grey GREYWACKE with minor green and blue SLATE beds

(9.1 - 38.3m)

_._......................-..

_._......._.............-.-.

Simi~le I Test begend ’ U - UlbO Tubes’

SS - ‘Split Spoon SPT - Standard P&wtrat&TeSt

R - Refusal I No Recohiy

E.O.H. @ 38.30 m

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EPA Export 25-07-2013:13:49:48

Page 5: Consent of copyright owner required for any other use. PRE ... · JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North Description

Borehole Log Borehole No. BH-4

Client : Roadstone Dublin Ltd. Location : Blessington Quarry

Job No : 1193 Date : WI 1196

Description : Monitoring Well

Drilling Company : Glovers Site Investigation Ltd. Drilling Method : Air Rotary / ODEX

Drillers Name : Mick Cronin National Grid Co. Ord. : 296850 East 215860 North

Surface Elevation : 267.11 m O.D. (Malin Head) Logged by : Conor Walsh B.Sc.

Construction

6 m

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150 mm 0 steel D&ails .

lockable cap I 270 =

Drilling Notes and q

Strata Description Concrete

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brown silty very sandy gravelly CLAY with .o -6.9 subrounded cobbles (4.3 - 6.1 m)

brown clayey silty very gravelly SAND _...

i.0 9.0 with subrounded cobbles (6.1 - 9.lm)

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Je and green soft PHYLLITE and SLATE (13.1 - 18.9m)

blue-srev GREYWACKE with minor - _ green SLATE beds

(18.9 - 40.5m)

40.50 m I . . .._.__......_..._...__~.. . . I-

Sample I Test Legend U - UlOOTubes

ss - Split spson SPT - Standfxd’Penetration Test

R - Refusal /No Recovery

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EPA Export 25-07-2013:13:49:49

Page 6: Consent of copyright owner required for any other use. PRE ... · JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North Description

Borehole Log Borehole No. EjH-5

Client : Roadstone Dublin Ltd. Drilling Company : Glovers Site Investigation Ltd. Location : Blessington Quarry Drilling Method : Air Rotary / ODEX

JobNo: 1193 Drillers Name : Mick Cronin Date : 1511 l/96 National Grid Co. Ord. : 297080 East 215510 North

Description : Monitoring Well Surface Elevation : 243.57 m O.D. (Malin Head) Logged by : Conor Walsh B.Sc.

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@lling Notes and Strata Description

Construction

150 mm 0 steel Details . lockable cap

\ g.246

brown medium SAND (0 - 3.0m)

. dark brown silty sandy gravelly CLAY with

subrounded cobbles (3.0 - 4.6m)

green PHYLLITE and SLATE (4.6 - 12.2m)

. .

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blue-grey GREYWACKE with minor green SLATE beds

(12.2 - 20.5m)

Sample 1 lest Legend U - UlooTubes

SS - Split Spoon SPT - Standard Penetration Test

R - RefusalINoRecovery

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204

I Page No.

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EPA Export 25-07-2013:13:49:49

Page 7: Consent of copyright owner required for any other use. PRE ... · JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North Description

I I I

Barehole Log I I Borehole No. BH-6 I

Client : Roadstone Dublin Ltd. Location : Blessington Quarry

Drilling Company : Glovers Site Investigation Ltd. Drilling Method : Air Rotary / ODEX

Job No: 1193 Drillers Name : Mick Cronin Date : 16/l l/96 National Grid Co. Ord. : 297240 East 215470 North

Description : Monitoring Well Surface Elevation : 236.67 m O.D. (Malin Head) Logged by : Conor Walsh B.Sc.

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Consti-uction

150 mm 0 steel D&ails . lockable cap 1

Drilling Notes and ‘$t&ta:Description Concrete

L

brown fine silty SAND (0 - 5.5m)

brown silty very sandy gravelly CLAY with subrounded cobbles (5.5 - lO.Om)

--..-.-...---..-.__......._

,...........__.....__.__.__.

._-__-_....._.__..._._.___..

...........................

...........................

Sample I Test Legend U - UlOOTubes

SS - spiit Spqon SPT - Staiviiard Penetration Test

A - Refusal I No Recovery

6 E.O.H. @ m 10.00m A! 7

,

,204

202

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19E

/ Page No. 1

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EPA Export 25-07-2013:13:49:49

Page 8: Consent of copyright owner required for any other use. PRE ... · JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North Description

Well Log

Grid Reference

I Project NoCOO Client Roadstone Blessington Drill Datel6th May 02

’ -eii TypeMonitoring Borehoie Location Biessington Co. iivicidow GeoiogSstGarrett Conneii 1

Description

t

Sand Fine brown Sand (feldspars quartz and clay minerals) some angular mudstone pebbles.

I ’

Water entry in a slightly coarser fine to medium \grained brown Sand. /

Fine brown sand.

‘(“m’p Symbol Well Construction

/

Drill MethodOdex Hole Size (mm)200

Casing Length (m)l9 TOC (mOD)218.1

DrillerColin Briody Static Water Level (bgl#Sm

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Page 9: Consent of copyright owner required for any other use. PRE ... · JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North Description

Well No.BH 2

Project No.CO01685

1 ‘Weii Typeivioniioring Borehoie

Well Log

Grid Reference

Client Roadstone ‘Blessington

Location Biessingion Co. Lbickiow

Drill Date20th May 02

GeoioglstGarreti Conneii

I SUBSURFACE PROFILE I

Sand I I

Ground Surface

Fine brown sand (quartz feldspar and clay minerals)

Description Well Construction

Drill MethodOdex

Casing Length (my9

DrillerColin Briody

Hole Size (mm)200

TOC (mOD)217.6

Static Water Level (bg1$.02

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Page 10: Consent of copyright owner required for any other use. PRE ... · JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North Description

Well Log

Well No.BH 3 m Grid Reference

I Project NoX001685 Client Roadstone Blessington Drill Date2lst May 02

SUBSURFACE PROFILE I

Description I ‘epth Symbol (ml

0.0, ,

Ground SuFface Made Ground Gravel and sand

Bou/def C/ay Light brown caly with pebbles and cobbles.

Sand Fine brown sand, perched water at 11.5

Boufdef day , Fine brown clav with oebbles and cobbles

Grave/ Gravel medium subangular pebbles with little sand, water entry at 16m

Well Construction

15.

Drill MethodOdex Hole Size (mm)200

Casing Length (m)l9 TOC (mOD)213.98

DrillerColin Briody Static Water Level (bgl16.68

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Page 11: Consent of copyright owner required for any other use. PRE ... · JobNo: 1193 Drillers Name : Mick Cronin Date: 14/11/96 Natidnal Grid Co. Ord. : 296550 East 215500 North Description

!D/IZ zuu3 08:44 FAX 2941823 WHITE YOUNG GREEN @loo2 I- .?

Project No. COO2782 Client P.D. Lane Assgciates Drill Date 08/l O/O3

Descr@&m

Ground Surface

ndy Silt

dy fine to medium Gravel. ! Silt Grey sandy $ilt.

Silt Grayish brown sandy slightly g&ally Silt.

Brown silty Sand containing occasional fine to medium gravel..

Greyish brown sandy fine to medium rounded Gravel.

n atightly fine ta coarse Sand.

,

Greyish brown sandy SK

C\aay Greyish brown gravelly sandy Clay containing occasional cobbles. , GfZWtZl

Brown silty fine to coarse Sand and Gravel.

Well Ccnstiuctlen

I I I I

I I

Orlll vethod Shell B Augw iCasing Size (mnti) 200

Casing Leirgth (m).21 TOC (mOD)

Driller Glover Site Investigations Ltd. Static Water Level (bgl) 10.34

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