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Depth
0.30 -0.80
1.70 -2.00
3.00 -3.50
4.50 -5.00
5.50 -6.00
7.00 -7.50
8.00 -8.50
9.50 -10.00
Sample
Type
B
B
B
B
B
B
B
B
Class
Test Details
Type
S
S
S
S
C
C
S
S
Result
12 (3,2/3,3,3,3)
10 (1,2/2,2,3,3)
50 (4,5/7,18,20,5)
34 (6,8/9,5,9,11)
45 (7,10/5,14,15,11)
50 (6,10/14,11,12,13)
15 (9,9/4,4,3,4)
50 (3,4/10,15,20,5)
TCR(%)
WaterDepth
CasingDepth
Strata Details
Descrip on
Grass over brown sandy gravelly CLAY with abundant roots. Gravel is ne to course subangular to angular (TOPSOIL).Probably loose to medium dense grey and black ne to course subangular to angular GRAVEL. Abundant gravel sized fragments of brick and occasional metal (MADE GROUND).
So to rm brown slightly sandy silty CLAY (Probable TIDAL FLAT DEPOSITS).Firm to s brown mo led sandy gravelly CLAY. Occasional cobbles. (Probable TIDAL FLAT DEPOSITS).
Dense brown clayey sandy ne to coarse subangular to subrounded GRAVEL with occasional cobbles (ALLUVIUM).
Dense brown sandy ne to coarse subangular to subrounded GRAVEL with medium cobble content (ALLUVIUM).
S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)
Legend
Water
Strikes/Standing
Depth
Depth(Thickness)
(0.30 )0.30
(1.40 )
1.70(0.30 )2.00
(1.00 )
3.00
(1.50 )
4.50
(3.00 )
7.50
(3.00 )
1
2
3
4
5
6
7
8
9
mOD
7.90
6.50
6.20
5.20
3.70
0.70
Back ll/Install-a ons
Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:
Project Name:
St Mary Virgin School Site Loca on:
Bute Street, Cardi Client:
Cardi CouncilProject No:
7048b.02
Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44
Ground Level: 8.20 mOD
Eas ng: 212802 m
Northing: 201600 m
BH01
General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.
Progress & Standing Water LevelsDate Time Hole Depth Casing Depth
Water Depth
Water StrikesDate Time Strike Depth
Casing Depth
Elapsed Minutes
Depth to Water
Depth Sealed
ChisellingDepth
TopDepth Base Dura on
Hole DiameterHole Depth Hole Diameter
Casing DiameterCasing
Diameter Casing Depth
DepthSample
Type Class
Test Details
Type
S
Result
60 (8,8/60 for 225mm)
TCR(%)
WaterDepth
CasingDepth
Strata Details
Descrip on
S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).
End of Borehole at 18.000m
Legend
Water
Strikes/Standing
Depth
Depth(Thickness)
10.50
(7.50 )
18.00
11
12
13
14
15
16
17
18
19
mOD
-2.30
-9.80
Back ll/Install-a ons
Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:
Project Name:
St Mary Virgin School Site Loca on:
Bute Street, Cardi Client:
Cardi CouncilProject No:
7048b.02
Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44
Ground Level: 8.20 mOD
Eas ng: 212802 m
Northing: 201600 m
BH01
General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.
Progress & Standing Water LevelsDate Time Hole Depth Casing Depth
Water Depth
Water StrikesDate Time Strike Depth
Casing Depth
Elapsed Minutes
Depth to Water
Depth Sealed
ChisellingDepth
TopDepth Base Dura on
Hole DiameterHole Depth Hole Diameter
Casing DiameterCasing
Diameter Casing Depth
Depth
0.50 -1.00
2.00 -2.50
2.50 -3.00
4.00 -4.50
5.00 -5.50
6.50 -7.00
7.20 -7.70
9.00 -9.50
Sample
Type
B
B
B
B
B
B
B
B
Class
Test Details
Type
S
S
S
S
S
S
S
S
Result
2 (1,0/1,0,1,0)
35 (2,3/10,9,7,9)
33 (8,4/4,4,5,20)
2 (2,3/1,1,0,0)
19 (4,10/6,2,4,7)
42 (11,12/11,9,7,15)
7.5 (2,1/2,1,3.5,1)
40 (3,7/7,7,10,16)
TCR(%)
WaterDepth
CasingDepth
Strata Details
Descrip on
Grass over brown sandy gravelly CLAY with abundant roots. Gravel is ne to course subangular to angular (TOPSOIL).Probably loose to medium dense grey and black ne to course subangular to angular GRAVEL. Abundant gravel sized fragments of brick and occasional metal (MADE GROUND).
So to rm brown slightly sandy silty gravelly CLAY (Probable TIDAL FLAT DEPOSITS).
Dense brown clayey sandy ne to coarse subangular to subrounded GRAVEL with occasional cobbles (ALLUVIUM).
Dense brown sandy ne to coarse subangular to subrounded GRAVEL with medium cobble content (ALLUVIUM).
S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)
Legend
Water
Strikes/Standing
Depth
Depth(Thickness)
(0.30 )0.30
(1.70 )
2.00
(0.50 )
2.50
(3.50 )
6.00
(1.20 )
7.20
(3.30 )
1
2
3
4
5
6
7
8
9
mOD
7.90
6.20
5.70
2.20
1.00
Back ll/Install-a ons
Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:
Project Name:
St Mary Virgin School Site Loca on:
Bute Street, Cardi Client:
Cardi CouncilProject No:
7048b.02
Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44
Ground Level: 8.20 mOD
Eas ng: 212802 m
Northing: 201600 m
BH02
General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.
Progress & Standing Water LevelsDate Time Hole Depth Casing Depth
Water Depth
Water StrikesDate Time Strike Depth
Casing Depth
Elapsed Minutes
Depth to Water
Depth Sealed
ChisellingDepth
TopDepth Base Dura on
Hole DiameterHole Depth Hole Diameter
Casing DiameterCasing
Diameter Casing Depth
DepthSample
Type Class
Test Details
Type
S
Result
50 (7,8/50 for 225mm)
TCR(%)
WaterDepth
CasingDepth
Strata Details
Descrip on
S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).
End of Borehole at 16.500m
Legend
Water
Strikes/Standing
Depth
Depth(Thickness)
10.50
(6.00 )
16.50
11
12
13
14
15
16
17
18
19
mOD
-2.30
-8.30
Back ll/Install-a ons
Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:
Project Name:
St Mary Virgin School Site Loca on:
Bute Street, Cardi Client:
Cardi CouncilProject No:
7048b.02
Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44
Ground Level: 8.20 mOD
Eas ng: 212802 m
Northing: 201600 m
BH02
General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.
Progress & Standing Water LevelsDate Time Hole Depth Casing Depth
Water Depth
Water StrikesDate Time Strike Depth
Casing Depth
Elapsed Minutes
Depth to Water
Depth Sealed
ChisellingDepth
TopDepth Base Dura on
Hole DiameterHole Depth Hole Diameter
Casing DiameterCasing
Diameter Casing Depth
Depth
0.50 -1.00
1.50 -2.00
2.00 -2.50
3.50 -4.00
4.50 -5.00
6.50 -7.00
8.00 -8.50
9.50 -10.00
Sample
Type
B
B
B
B
B
B
B
B
Class
Test Details
Type
S
C
C
C
C
C
C
S
Result
17 (1,0/1,3,5,8)
50 (10,14/50 for 150mm)
43 (7,9/9,11,11,12)
38 (6,11/8,6,13,11)
39 (3,9/5,11,9,14)
47 (8,10/13,10,11,13)
28 (15,10/6,6,6,10)
50 (4,7/7,11,12,20)
TCR(%)
WaterDepth
CasingDepth
Strata Details
Descrip on
Grass over brown sandy gravelly CLAY with abundant roots. Gravel is ne to course subangular to angular (TOPSOIL).Probably loose to medium dense grey and black ne to course subangular to angular GRAVEL. Abundant gravel sized fragments of brick and occasional metal (MADE GROUND).
Dense brown clayey sandy ne to coarse subangular to subrounded GRAVEL with occasional cobbles (ALLUVIUM).
Dense brown sandy ne to coarse subangular to subrounded GRAVEL with medium cobble content (ALLUVIUM).
S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)
Legend
Water
Strikes/Standing
Depth
Depth(Thickness)
(0.30 )0.30
(1.70 )
2.00
(2.00 )
4.00
(4.00 )
8.00
(2.50 )
1
2
3
4
5
6
7
8
9
mOD
7.90
6.20
4.20
0.20
Back ll/Install-a ons
Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:
Project Name:
St Mary Virgin School Site Loca on:
Bute Street, Cardi Client:
Cardi CouncilProject No:
7048b.02
Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44
Ground Level: 8.20 mOD
Eas ng: 212802 m
Northing: 201600 m
BH03
General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.
Progress & Standing Water LevelsDate Time Hole Depth Casing Depth
Water Depth
Water StrikesDate Time Strike Depth
Casing Depth
Elapsed Minutes
Depth to Water
Depth Sealed
ChisellingDepth
TopDepth Base Dura on
Hole DiameterHole Depth Hole Diameter
Casing DiameterCasing
Diameter Casing Depth
DepthSample
Type Class
Test Details
Type
S
Result
50 (6,12/15,13,16,6)
TCR(%)
WaterDepth
CasingDepth
Strata Details
Descrip on
S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).
End of Borehole at 15.000m
Legend
Water
Strikes/Standing
Depth
Depth(Thickness)
10.50
(4.50 )
15.00
11
12
13
14
15
16
17
18
19
mOD
-2.30
-6.80
Back ll/Install-a ons
Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:
Project Name:
St Mary Virgin School Site Loca on:
Bute Street, Cardi Client:
Cardi CouncilProject No:
7048b.02
Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44
Ground Level: 8.20 mOD
Eas ng: 212802 m
Northing: 201600 m
BH03
General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.
Progress & Standing Water LevelsDate Time Hole Depth Casing Depth
Water Depth
Water StrikesDate Time Strike Depth
Casing Depth
Elapsed Minutes
Depth to Water
Depth Sealed
ChisellingDepth
TopDepth Base Dura on
Hole DiameterHole Depth Hole Diameter
Casing DiameterCasing
Diameter Casing Depth
Depth
0.30 -0.80
2.50 -3.00
3.50 -4.00
4.50 -5.00
7.00 -7.50
9.50 -10.00
Sample
Type
B
B
B
B
B
B
Class
Test Details
Type
S
C
C
C
C
C
S
S
Result
50 (10,14/50 for 225mm)
50 (4,12/50 for 225mm)
0 (75 for 0mm/0 for 0mm)
47 (6,13/20,10,9,8)
40 (3,9/7,14,10,9)
38 (3,6/6,8,10,14)
18 (2,5/4,4,5,5)
16 (3,3/3,4,4,5)
TCR(%)
WaterDepth
CasingDepth
Strata Details
Descrip on
Grass over brown sandy gravelly CLAY with abundant roots. Gravel is ne to course subangular to angular (TOPSOIL).Probably loose to medium dense grey and black ne to course subangular to angular GRAVEL. Abundant gravel sized fragments of brick and occasional metal (MADE GROUND).
So to rm brown slightly sandy silty gravelly CLAY (Probable TIDAL FLAT DEPOSITS).
Dense brown clayey sandy ne to coarse subangular to subrounded GRAVEL with occasional cobbles (ALLUVIUM).
Dense brown sandy ne to coarse subangular to subrounded GRAVEL with medium cobble content (ALLUVIUM).
S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)
Legend
Water
Strikes/Standing
Depth
Depth(Thickness)
(0.30 )0.30
(1.40 )
1.70
(0.80 )
2.50
(3.00 )
5.50
(1.50 )
7.00
(3.50 )
1
2
3
4
5
6
7
8
9
mOD
7.90
6.50
5.70
2.70
1.20
Back ll/Install-a ons
Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:
Project Name:
St Mary Virgin School Site Loca on:
Bute Street, Cardi Client:
Cardi CouncilProject No:
7048b.02
Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44
Ground Level: 8.20 mOD
Eas ng: 212802 m
Northing: 201600 m
BH04
General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.
Progress & Standing Water LevelsDate Time Hole Depth Casing Depth
Water Depth
Water StrikesDate Time Strike Depth
Casing Depth
Elapsed Minutes
Depth to Water
Depth Sealed
ChisellingDepth
TopDepth Base Dura on
Hole DiameterHole Depth Hole Diameter
Casing DiameterCasing
Diameter Casing Depth
DepthSample
Type Class
Test Details
Type
S
Result
50 (4,7/10,14,16,10)
TCR(%)
WaterDepth
CasingDepth
Strata Details
Descrip on
S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).
End of Borehole at 16.500m
Legend
Water
Strikes/Standing
Depth
Depth(Thickness)
10.50
(6.50 )
16.50
11
12
13
14
15
16
17
18
19
mOD
-2.30
-8.30
Back ll/Install-a ons
Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:
Project Name:
St Mary Virgin School Site Loca on:
Bute Street, Cardi Client:
Cardi CouncilProject No:
7048b.02
Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44
Ground Level: 8.20 mOD
Eas ng: 212802 m
Northing: 201600 m
BH04
General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.
Progress & Standing Water LevelsDate Time Hole Depth Casing Depth
Water Depth
Water StrikesDate Time Strike Depth
Casing Depth
Elapsed Minutes
Depth to Water
Depth Sealed
ChisellingDepth
TopDepth Base Dura on
Hole DiameterHole Depth Hole Diameter
Casing DiameterCasing
Diameter Casing Depth
Depth
0.50 -1.00
1.50 -2.00
3.00 -3.50
6.50 -7.00
8.50 -9.00
Sample
Type
B
B
B
B
B
Class
Test Details
Type
S
S
C
C
C
C
S
S
Result
12 (2,1/2,3,4,3)
27 (2,5/5,11,6,5)
30 (4,2/9,7,9,5)
50 (10,14/50 for 150mm)
45 (7,9/12,6,17,10)
28 (3,6/7,6,5,10)
29 (4,6/6,7,6,10)
50 (5,9/12,14,20,4)
TCR(%)
WaterDepth
CasingDepth
Strata Details
Descrip on
Grass over brown sandy gravelly CLAY with abundant roots. Gravel is ne to course subangular to angular (TOPSOIL).So to rm, brown, sandy CLAY. Occasional fragments of brick, concrete, metal. (MADE GROUND).
So to rm brown slightly sandy silty gravelly CLAY (Probable TIDAL FLAT DEPOSITS).
Dense brown sandy ne to coarse subangular to subrounded GRAVEL with medium cobble content (ALLUVIUM).
S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)
Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).
Legend
Water
Strikes/Standing
Depth
Depth(Thickness)
(0.50 )
0.50
(1.00 )
1.50
(1.00 )
2.50
(4.00 )
6.50
(2.50 )
9.00
1
2
3
4
5
6
7
8
9
mOD
7.70
6.70
5.70
1.70
-0.80
Back ll/Install-a ons
Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:
Project Name:
St Mary Virgin School Site Loca on:
Bute Street, Cardi Client:
Cardi CouncilProject No:
7048b.02
Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44
Ground Level: 8.20 mOD
Eas ng: 212802 m
Northing: 201600 m
BH05
General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.
Progress & Standing Water LevelsDate Time Hole Depth Casing Depth
Water Depth
Water StrikesDate Time Strike Depth
Casing Depth
Elapsed Minutes
Depth to Water
Depth Sealed
ChisellingDepth
TopDepth Base Dura on
Hole DiameterHole Depth Hole Diameter
Casing DiameterCasing
Diameter Casing Depth
DepthSample
Type Class
Test Details
Type ResultTCR(%)
WaterDepth
CasingDepth
Strata Details
Descrip on
Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).
End of Borehole at 13.500m
Legend
Water
Strikes/Standing
Depth
Depth(Thickness)
(4.50 )
13.50
11
12
13
14
15
16
17
18
19
mOD
-5.30
Back ll/Install-a ons
Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:
Project Name:
St Mary Virgin School Site Loca on:
Bute Street, Cardi Client:
Cardi CouncilProject No:
7048b.02
Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44
Ground Level: 8.20 mOD
Eas ng: 212802 m
Northing: 201600 m
BH05
General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.
Progress & Standing Water LevelsDate Time Hole Depth Casing Depth
Water Depth
Water StrikesDate Time Strike Depth
Casing Depth
Elapsed Minutes
Depth to Water
Depth Sealed
ChisellingDepth
TopDepth Base Dura on
Hole DiameterHole Depth Hole Diameter
Casing DiameterCasing
Diameter Casing Depth