Appendix 2 Trial Pit records For inspection purposes only. Consent of copyright owner required for any other use. EPA Export 25-07-2013:17:47:53 For inspection purposes only. Consent of copyright owner required for any other use. EPA Export 23-03-2017:02:12:02
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Appendix 2 Trial Pit records For inspection purposes only ... · PDF fileAppendix 2 Trial Pit records For inspection purposes only. ... REPORT NO. Depth (m) TRIAL PIT RECORD IGSL Ltd.
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Appendix 2 Trial Pit records
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 25-07-2013:17:47:53
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 23-03-2017:02:12:02
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
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 25-07-2013:17:47:53
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 23-03-2017:02:12:02
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
No groundwater encountered
Pit walls stable
TP2
14T Tracked Excavator
23/11/2005
23/11/2005
-
0.80
3.50
T313
T314
T315
B
B
B
1.50
2.50
3.50
MADE GROUND consisting of black sandy claywith plastic, glass and red brick.
Stiff becoming very stiff grey brown sandy CLAY
End of Trial Pit at 3.50 m
0.0
1.0
2.0
3.0
4.0
Sheet 1 of 1
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 25-07-2013:17:47:53
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 23-03-2017:02:12:02
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 @ 1.5m
Pit walls stable
TP3
14T Tracked Excavator
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 plastic, glass and red brick.
MADE GROUND consisting of black sandy claywith steel, glass and plastic.
Very stiff grey brown slightly sandy CLAY.
End of Trial Pit at 3.50 m
0.0
1.0
2.0
3.0
4.0
Sheet 1 of 1
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 25-07-2013:17:47:53
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 23-03-2017:02:12:02
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
Rapid ingress @ 2.1m
Major pit wall collapse below 1.8m due to water ingress, forcing completion of pit
TP4
14T Tracked Excavator
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
End of Trial Pit at 2.30 m
0.0
1.0
2.0
3.0
4.0
Sheet 1 of 1
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 25-07-2013:17:47:53
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 23-03-2017:02:12:02
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 @ 1.6m
Pit walls stable
TP5
14T Tracked Excavator
23/11/2005
23/11/2005
-
0.30
3.50
T316
T317
T318
B
B
B
1.50
2.50
3.50
MADE GROUND consisting of black sandy claywith plastic, glass and red brick.
Stiff becoming very stiff grey brown sandy CLAY
End of Trial Pit at 3.50 m
0.0
1.0
2.0
3.0
4.0
Sheet 1 of 1
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 25-07-2013:17:47:53
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 23-03-2017:02:12:02
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
Medium ingress @ 3.0m
Major pit wall collapse due to water ingress, forcing completion of pit
TP6
14T Tracked Excavator
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 plastic, glass and red brick.
MADE GROUND consisting of black sandy claywith steel
Light brown fine to medium SAND
End of Trial Pit at 3.00 m
0.0
1.0
2.0
3.0
4.0
Sheet 1 of 1
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 25-07-2013:17:47:53
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 23-03-2017:02:12:02
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
No groundwater encountered
Pit walls stable
TP7
14T Tracked Excavator
23/11/2005
23/11/2005
-
0.30
3.30
T324
T325
T326
B
B
B
1.50
2.50
3.50
MADE GROUND consisting of black sandy claywith plastic, glass and red brick.
Stiff becoming very stiff grey brown slightlysandy CLAY
End of Trial Pit at 3.30 m
0.0
1.0
2.0
3.0
4.0
Sheet 1 of 1
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 25-07-2013:17:47:53
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 23-03-2017:02:12:02
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
No groundwater encountered
Pit walls stable
TP8
14T Tracked Excavator
23/11/2005
23/11/2005
-
0.70
3.50
T321
T322
T323
B
B
B
1.50
2.50
3.50
MADE GROUND consisting of black sandy claywith plastic, glass and red brick.
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
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 25-07-2013:17:47:53
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 23-03-2017:02:12:02
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
Medium ingress @ 3.2m
Major pit wall collapse due to water ingress, forcing completion of pit
TP9
14T Tracked Excavator
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