Appendix 2 Trial Pit records For inspection purposes only ... · PDF fileAppendix 2 Trial Pit...

Appendix 2 Trial Pit records

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Trial Pit No.:

Sheet:

Excavation Method:

Date Started:

Date Completed:

Ground Level (mOD):

Groundwater Conditions:

Remarks:

Samples

Geotechnical Description

Leg

end

Dep

th (

m)

Ele

vat

ion

(m

OD

)

Ref

. N

o.

Ty

pe

REPORT NO.

Dep

th (

m)

IGSL Ltd.TRIAL PIT RECORD

CONTRACT:

CLIENT:

CO-ORDINATES:

ENGINEER:

Van

e T

est

(KP

a)

Han

d P

enet

rom

eter

(K

Pa)

Stability:

Dep

th (

m)

Wat

er S

trik

e (m

)

E

N

Foxhole, Youghal

SWS Natural Resources Ltd

-

-

11303

Seepage @ 1.3m

Pit walls stable

TP1

14T Tracked Excavator

23/11/2005

23/11/2005

-

0.40

1.30

1.90

3.50

T310

T311

T312

B

B

B

1.00

2.50

3.50

MADE GROUND consisting of red sand andcobbles.

MADE GROUND consisting of black sandy claywith plastic, glass and red brick.

Stiff grey brown very sandy CLAY

Stiff becoming very stiff grey brown slightlysandy CLAY

End of Trial Pit at 3.50 m

0.0

1.0

2.0

3.0

4.0

Sheet 1 of 1

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EPA Export 23-03-2017:02:12:02

Trial Pit No.:

Sheet:

Excavation Method:

Date Started:

Date Completed:

Ground Level (mOD):


Remarks:

Samples


Leg

end

Dep

th (

m)

Ele

vat

ion

(m

OD

)

Ref

. N

o.

Ty

pe

REPORT NO.

Dep

th (

m)


CONTRACT:

CLIENT:

CO-ORDINATES:

ENGINEER:

Van

e T

est

(KP

a)

Han

d P

enet

rom

eter

(K

Pa)

Stability:

Dep

th (

m)

Wat

er S

trik

e (m

)

E

N

Foxhole, Youghal


-

-

11303

No groundwater encountered

Pit walls stable

TP2


23/11/2005

23/11/2005

-

0.80

3.50

T313

T314

T315

B

B

B

1.50

2.50

3.50


Stiff becoming very stiff grey brown sandy CLAY


0.0

1.0

2.0

3.0

4.0

Sheet 1 of 1

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EPA Export 23-03-2017:02:12:02

Trial Pit No.:

Sheet:

Excavation Method:

Date Started:

Date Completed:

Ground Level (mOD):


Remarks:

Samples


Leg

end

Dep

th (

m)

Ele

vat

ion

(m

OD

)

Ref

. N

o.

Ty

pe

REPORT NO.

Dep

th (

m)


CONTRACT:

CLIENT:

CO-ORDINATES:

ENGINEER:

Van

e T

est

(KP

a)

Han

d P

enet

rom

eter

(K

Pa)

Stability:

Dep

th (

m)

Wat

er S

trik

e (m

)

E

N

Foxhole, Youghal


-

-

11303

Seepage @ 1.5m

Pit walls stable

TP3


23/11/2005

23/11/2005

-

1.00

1.50

3.50

T329

T330

B

B

1.70

3.00


MADE GROUND consisting of black sandy claywith steel, glass and plastic.

Very stiff grey brown slightly sandy CLAY.


0.0

1.0

2.0

3.0

4.0

Sheet 1 of 1

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EPA Export 23-03-2017:02:12:02

Trial Pit No.:

Sheet:

Excavation Method:

Date Started:

Date Completed:

Ground Level (mOD):


Remarks:

Samples


Leg

end

Dep

th (

m)

Ele

vat

ion

(m

OD

)

Ref

. N

o.

Ty

pe

REPORT NO.

Dep

th (

m)


CONTRACT:

CLIENT:

CO-ORDINATES:

ENGINEER:

Van

e T

est

(KP

a)

Han

d P

enet

rom

eter

(K

Pa)

Stability:

Dep

th (

m)

Wat

er S

trik

e (m

)

E

N

Foxhole, Youghal


-

-

11303

Rapid ingress @ 2.1m

Major pit wall collapse below 1.8m due to water ingress, forcing completion of pit

TP4


23/11/2005

23/11/2005

-

0.10

1.80

2.30

T331

T332

B

B

1.00

1.90

TOPSOIL

Firm becoming stiff grey brown very sandy CLAY

Light brown fine to coarse SAND


0.0

1.0

2.0

3.0

4.0

Sheet 1 of 1

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EPA Export 23-03-2017:02:12:02

Trial Pit No.:

Sheet:

Excavation Method:

Date Started:

Date Completed:

Ground Level (mOD):


Remarks:

Samples


Leg

end

Dep

th (

m)

Ele

vat

ion

(m

OD

)

Ref

. N

o.

Ty

pe

REPORT NO.

Dep

th (

m)


CONTRACT:

CLIENT:

CO-ORDINATES:

ENGINEER:

Van

e T

est

(KP

a)

Han

d P

enet

rom

eter

(K

Pa)

Stability:

Dep

th (

m)

Wat

er S

trik

e (m

)

E

N

Foxhole, Youghal


-

-

11303

Seepage @ 1.6m

Pit walls stable

TP5


23/11/2005

23/11/2005

-

0.30

3.50

T316

T317

T318

B

B

B

1.50

2.50

3.50


Stiff becoming very stiff grey brown sandy CLAY


0.0

1.0

2.0

3.0

4.0

Sheet 1 of 1

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EPA Export 23-03-2017:02:12:02

Trial Pit No.:

Sheet:

Excavation Method:

Date Started:

Date Completed:

Ground Level (mOD):


Remarks:

Samples


Leg

end

Dep

th (

m)

Ele

vat

ion

(m

OD

)

Ref

. N

o.

Ty

pe

REPORT NO.

Dep

th (

m)


CONTRACT:

CLIENT:

CO-ORDINATES:

ENGINEER:

Van

e T

est

(KP

a)

Han

d P

enet

rom

eter

(K

Pa)

Stability:

Dep

th (

m)

Wat

er S

trik

e (m

)

E

N

Foxhole, Youghal


-

-

11303

Medium ingress @ 3.0m

Major pit wall collapse due to water ingress, forcing completion of pit

TP6


23/11/2005

23/11/2005

-

0.70

1.10

3.00

T327

T328

B

B

1.00

1.50


MADE GROUND consisting of black sandy claywith steel

Light brown fine to medium SAND


0.0

1.0

2.0

3.0

4.0

Sheet 1 of 1

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EPA Export 23-03-2017:02:12:02

Trial Pit No.:

Sheet:

Excavation Method:

Date Started:

Date Completed:

Ground Level (mOD):


Remarks:

Samples


Leg

end

Dep

th (

m)

Ele

vat

ion

(m

OD

)

Ref

. N

o.

Ty

pe

REPORT NO.

Dep

th (

m)


CONTRACT:

CLIENT:

CO-ORDINATES:

ENGINEER:

Van

e T

est

(KP

a)

Han

d P

enet

rom

eter

(K

Pa)

Stability:

Dep

th (

m)

Wat

er S

trik

e (m

)

E

N

Foxhole, Youghal


-

-

11303


Pit walls stable

TP7


23/11/2005

23/11/2005

-

0.30

3.30

T324

T325

T326

B

B

B

1.50

2.50

3.50




0.0

1.0

2.0

3.0

4.0

Sheet 1 of 1

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EPA Export 23-03-2017:02:12:02

Trial Pit No.:

Sheet:

Excavation Method:

Date Started:

Date Completed:

Ground Level (mOD):


Remarks:

Samples


Leg

end

Dep

th (

m)

Ele

vat

ion

(m

OD

)

Ref

. N

o.

Ty

pe

REPORT NO.

Dep

th (

m)


CONTRACT:

CLIENT:

CO-ORDINATES:

ENGINEER:

Van

e T

est

(KP

a)

Han

d P

enet

rom

eter

(K

Pa)

Stability:

Dep

th (

m)

Wat

er S

trik

e (m

)

E

N

Foxhole, Youghal


-

-

11303


Pit walls stable

TP8


23/11/2005

23/11/2005

-

0.70

3.50

T321

T322

T323

B

B

B

1.50

2.50

3.50




0.0

1.0

2.0

3.0

4.0

Sheet 1 of 1

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EPA Export 23-03-2017:02:12:02

Trial Pit No.:

Sheet:

Excavation Method:

Date Started:

Date Completed:

Ground Level (mOD):


Remarks:

Samples


Leg

end

Dep

th (

m)

Ele

vat

ion

(m

OD

)

Ref

. N

o.

Ty

pe

REPORT NO.

Dep

th (

m)


CONTRACT:

CLIENT:

CO-ORDINATES:

ENGINEER:

Van

e T

est

(KP

a)

Han

d P

enet

rom

eter

(K

Pa)

Stability:

Dep

th (

m)

Wat

er S

trik

e (m

)

E

N

Foxhole, Youghal


-

-

11303

Medium ingress @ 3.2m

Major pit wall collapse due to water ingress, forcing completion of pit

TP9


23/11/2005

23/11/2005

-

0.10

1.40

3.20

T319

T320

B

B

1.00

2.50

TOPSOIL

Red brown gravelly fine to coarse SAND withmany sub-rounded cobbles

Light brown slightly gravelly fine to coarse SAND


0.0

1.0

2.0

3.0

4.0

Sheet 1 of 1

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EPA Export 23-03-2017:02:12:02

Appendix 3 Laboratory Test Results

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EPA Export 23-03-2017:02:12:02

particle % Contract No: 11303 size passing Contract: FOXHOLE YOUGHAL CO.CORK75 100.0 COBBLES BH/TP No: BH 763 100.0 SAMPLE No.: 332950 100.0 DEPTH (m): 12.00

37.5 100.0 TEST METHOD: Wet sieve and hydrometer28 100.0 DESCRIPTION:20 97.114 96.210 94.06.3 92.15 91.1

3.35 90.02 88.5

1.18 87.40.6 86.1

0.425 85.50.3 84.50.15 81.40.063 76.80.04 70.40.03 65.50.02 54.50.013 47.70.009 40.90.005 34.80.002 28.0

Compiled by: Date: Checked by: Date: Page no:

IGSL LIMITED, UNIT F, M7 BUSINESS PARK, NAAS, CO.KILDARE. PSD V3.1 12.0121/12/05

IGSLD CONNOLLY

Determination of Particle Size Distribution BS1377:Part2:1990 , clauses 9.2

SAND

SILT/CLAY

GRAVEL

Brown slightly sandy, slightly gravelly, CLAY

75635037.5

282014106.3

53.35

21.18

0.6

0.42

50.

3

0.15

0.06

3

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

0.0001 0.001 0.01 0.1 1 10 100CLAY SILT Sieve size (mm) SAND GRAVEL

Perc

enta

ge p

assi

ng (

%)

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EPA Export 23-03-2017:02:12:02


37.5 67.5 TEST METHOD: Wet sieve28 53.1 DESCRIPTION:20 37.714 19.710 14.76.3 10.75 9.2

3.35 7.82 6.5

1.18 5.40.6 3.7

0.425 2.90.3 2.20.15 1.30.063 0.70.04 #N/A0.03 #N/A0.02 #N/A0.013 #N/A0.009 #N/A0.005 #N/A0.002 #N/A


IGSL LIMITED, UNIT F, M7 BUSINESS PARK, NAAS, CO.KILDARE. PSD V3.1 12.01


SAND

SILT/CLAY

GRAVEL

Grey brown slightly clayey/silty, sandy, GRAVEL with some cobbles

IGSLD CONNOLLY 21/12/05

75635037.5

282014106.3

53.35

21.18

0.6

0.42

50.

3

0.15

0.06

3

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0


Perc

enta

ge p

assi

ng (

%)

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EPA Export 23-03-2017:02:12:02


37.5 43.0 TEST METHOD: Wet sieve28 31.3 DESCRIPTION:20 23.414 13.710 10.46.3 7.45 6.4

3.35 5.32 4.4

1.18 3.80.6 2.9

0.425 2.50.3 2.00.15 1.10.063 0.60.04 #N/A0.03 #N/A0.02 #N/A0.013 #N/A0.009 #N/A0.005 #N/A0.002 #N/A




SAND

SILT/CLAY

GRAVEL

Grey brown slightly clayey/silty, slightly sandy, GRAVEL with many cobbles


75635037.5

282014106.3

53.35

21.18

0.6

0.42

50.

3

0.15

0.06

3

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0


Perc

enta

ge p

assi

ng (

%)

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EPA Export 23-03-2017:02:12:02

REPORT NO. SULPHATE ANALYSIS IGSLCONTRACT: FOXHOLE YOUGHAL CO.CORK CONTRACT NO 11303

BH/TP DEPTH SAMPLE SAMPLE TEST % (so3 X 1.2) pHNO. (M) NO. TYPE CODE Passing WATER SO3 TOTAL TOTAL VALUE

2mm g/L SOIL so3 % SOIL so 4 %

BH 1 2.00 3333 D S 98.6 0.038 0.046 8.1

BH 3 5.00 3365 D S 96.7 0.045 0.054 7.7

BH 6 2.00 3389 D S 77 0.016 0.019 6.4

BH 8 2.00 4203 D S 94.2 0.038 0.046 8.0

TEST CODE: W = WATER S = SOIL A = AQUEOUS SOIL EXTRACT(2:1)

SULPHUR TRIOXIDE

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EPA Export 23-03-2017:02:12:02

BH/TP No.

Sample No.

Depth (m) Sample Type

Moisture Content %

Liquid Limit %

Plastic Limit %

Plasticity Index

<425µm %

Preparation Description

BH 1 3333 2.00 D 21.2 49 25 24 96.9 WS C IBH 1 3343 12.00 D 17.2 40 17 23 88.4 WS C IBH 2 3350 4.00 D 23.2 47 20 27 98.0 WS C IBH 3 3365 5.00 D 23.2 38 19 19 91.1 WS C IBH 6 3389 2.00 D 20.9 48 20 28 93.2 WS C IBH 7 3323 6.00 D 48.5 40 19 21 98.4 WS C IBH 7 3329 12.00 D 27.3 52 20 32 85.5 WS C HBH 8 4203 2.00 D 21.8 44 19 25 95.2 WS C I

Notes: NAT - tested as received WS - Wet sieved (425µm) NP - Non Plastic Contract Contract No.

Compiled By Date Checked By Date Page

D CONNOLLY 21/12/05 of

IGSLFOXHOLE YOUGHAL CO.CORK 11303

Mottled grey brown slightly sandy CLAY

Brown slightly sandy slightly gravelly CLAY

Mottled brown slightly sandy CLAY with occasional fine gravel

Brown slightly sandy slightly gravelly CLAY


Mottled brown slightly sandy slightly gravelly CLAY

Mottled brown slightly sandy slightly gravelly CLAY

Summary of Classification TestsBS1377:Part 2:1990, clauses 3.2, 4.3, 5.3 & 5.4

Classification


IGSL Ltd Unit F. M7 Business Park, Naas Co. Kildare PI.NEW B.xls PI.Chart.Summary Issue 1 09/01

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EPA Export 23-03-2017:02:12:02


37.5 100.0 TEST METHOD: Wet sieve and hydrometer28 98.7 DESCRIPTION:20 97.914 97.410 96.46.3 95.05 94.1

3.35 92.92 91.7

1.18 90.60.6 89.3

0.425 88.40.3 86.80.15 79.20.063 67.10.04 60.90.03 57.10.02 51.00.013 40.70.009 37.00.005 31.80.002 26.2




SAND

SILT/CLAY

GRAVEL

Brown slightly sandy, slightly gravelly, CLAY


75635037.5

282014106.3

53.35

21.18

0.6

0.42

50.

3

0.15

0.06

3

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0


Perc

enta

ge p

assi

ng (

%)

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ectio

n pur

pose

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.

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r req

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se.

EPA Export 25-07-2013:17:47:54

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EPA Export 23-03-2017:02:12:02

Appendix 4 Site Plan

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EPA Export 25-07-2013:17:47:54

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EPA Export 23-03-2017:02:12:02

N

NCT

BH4

TP6

BH1

BH2 BH5

TP7TP3

TP8 BH3

TP4 TP1Site entrance

to landfill

TP5 BH7

TP2TP9 BH6

BH8

Youghal - Foxhole

Fig.4

11303

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n pur

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.

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EPA Export 23-03-2017:02:12:02

Appendix 3

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ectio

n pur

pose

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nt of

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se.

EPA Export 23-03-2017:02:12:02

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ectio

n pur

pose

s only

.

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nt of

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right

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r req

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se.

EPA Export 23-03-2017:02:12:02

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ectio

n pur

pose

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nt of

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EPA Export 23-03-2017:02:12:03

Appendix 4

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ectio

n pur

pose

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nt of

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EPA Export 23-03-2017:02:12:03

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EPA Export 23-03-2017:02:12:03

Appendix 2 Trial Pit records For inspection purposes only ... · PDF fileAppendix 2 Trial Pit...

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Transcript of Appendix 2 Trial Pit records For inspection purposes only ... · PDF fileAppendix 2 Trial Pit...