appendix 2 trial pit records for inspection purposes only ... · pdf fileappendix 2 trial pit...
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![Page 1: 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](https://reader030.vdocuments.net/reader030/viewer/2022020411/5a875c3b7f8b9a882e8d96fa/html5/thumbnails/1.jpg)
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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ectio
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pose
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uired
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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
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
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ectio
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pose
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uired
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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 @ 1.5m
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
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ectio
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pose
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nt of
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uired
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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
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
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ectio
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uired
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uired
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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 @ 1.6m
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
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ectio
n pur
pose
s only
.
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nt of
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r req
uired
for a
ny ot
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uired
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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
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
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ectio
n pur
pose
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nt of
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r req
uired
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se.
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ectio
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nt of
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r req
uired
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se.
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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
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
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ectio
n pur
pose
s only
.
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nt of
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r req
uired
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ny ot
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ectio
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uired
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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
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
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ectio
n pur
pose
s only
.
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nt of
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r req
uired
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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
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
Light brown slightly gravelly fine to coarse SAND
End of Trial Pit at 3.20 m
0.0
1.0
2.0
3.0
4.0
Sheet 1 of 1
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ectio
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Appendix 3 Laboratory Test Results
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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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particle % Contract No: 11303 size passing Contract: FOXHOLE YOUGHAL CO.CORK75 100.0 COBBLES BH/TP No: BH 663 92.1 SAMPLE No.: 339450 79.6 DEPTH (m): 7.00
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
Compiled by: Date: Checked by: Date: Page no:
IGSL LIMITED, UNIT F, M7 BUSINESS PARK, NAAS, CO.KILDARE. PSD V3.1 12.01
Determination of Particle Size Distribution BS1377:Part2:1990 , clauses 9.2
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
0.0001 0.001 0.01 0.1 1 10 100CLAY SILT Sieve size (mm) SAND GRAVEL
Perc
enta
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%)
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particle % Contract No: 11303 size passing Contract: FOXHOLE YOUGHAL CO.CORK75 89.2 COBBLES BH/TP No: BH 463 61.3 SAMPLE No.: 338250 47.4 DEPTH (m): 8.00
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
Compiled by: Date: Checked by: Date: Page no:
IGSL LIMITED, UNIT F, M7 BUSINESS PARK, NAAS, CO.KILDARE. PSD V3.1 12.01
Determination of Particle Size Distribution BS1377:Part2:1990 , clauses 9.2
SAND
SILT/CLAY
GRAVEL
Grey brown slightly clayey/silty, slightly sandy, GRAVEL with many 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
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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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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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 CLAY with occasional fine gravel
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
Mottled brown slightly sandy CLAY with occasional fine gravel
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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particle % Contract No: 11303 size passing Contract: FOXHOLE YOUGHAL CO.CORK75 100.0 COBBLES BH/TP No: BH 163 100.0 SAMPLE No.: 334350 100.0 DEPTH (m): 12.00
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
Compiled by: Date: Checked by: Date: Page no:
IGSL LIMITED, UNIT F, M7 BUSINESS PARK, NAAS, CO.KILDARE. PSD V3.1 12.01
Determination of Particle Size Distribution BS1377:Part2:1990 , clauses 9.2
SAND
SILT/CLAY
GRAVEL
Brown slightly sandy, slightly gravelly, CLAY
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
0.0001 0.001 0.01 0.1 1 10 100CLAY SILT Sieve size (mm) SAND GRAVEL
Perc
enta
ge p
assi
ng (
%)
For
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Appendix 4 Site Plan
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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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Appendix 3
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Appendix 4
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