Location(dGPS)
Ground Level (mOD)
Dates
Site
Client
Engineer
Job
Number
Sheet
Water
LegendDescription
Depth
(m)
(Thickness)
Depth
(m)
Level
(mOD)Sample / Tests Field Records
Remarks
Scale
(approx)
Logged
By
Figure No.
24.211.BH01
1:50 APJW
150mm cased to 4.50m
open hole to 10.00m
Gandish Road, East Bergholt, Suffolk, CO7 6TP
East Bergholt Parish Council
24.211
BH01
Borehole
Number
39.76
608121 E 234586 N
11/09/2024
Produced by the GEOtechnical DAtabase SYstem (GEODASY) © all rights reservedCopyright © A F Howland Associates Limited 2024
Casing Diameter
Casing
Depth
(m)
Water
Depth
(m)
Boring Method
Cable Percussion
1
1
TOPSOIL (Brown slightly sandy silt. With common rootlets)
39.71 0.05
(0.55)Brown slightly sandy SILT. With occasional rootlets
39.16 0.60
(0.60)
Soft brown grey mottled orange brown slightly sandy
slightly gravelly CLAY. Gravel is subangular to subrounded
fine to coarse flint. With occasional flint cobbles and
pockets of orange brown very sandy clay
38.56 1.20
(0.80)
Medium dense orange brown mottled grey clayey slightly
gravelly medium to coarse SAND. Gravel is subangular to
subrounded fine to coarse flint. With pockets of grey sandy
clay
37.76 2.00
(1.80)
Medium dense orange brown clayey fine to coarse SAND
35.96 3.80
(0.70)
Firm brown mottled orange brown CLAY
35.26 4.50
(5.50)
Stiff to very stiff dark grey CLAY
29.76 10.00
1. Location CAT scanned prior to excavation
2. Hand dug inspection pit to 1.20 m
0.25 D1
3. Groundwater struck at 2.70 m and rose to 2.20 m in 5 mins, 2.10 m in 10 mins, 2.08 m in 15 mins and 20 mins. Borehole sealed with bentonite.
4. Slotted standpipe installed to 4.00 m
5. SPT hammer energy ratio = 62%
0.60-1.00 B1
1.20-1.65 SPT N=19 3,3/4,5,5,5DRY
1.20-1.65 D2
1.20-1.70 B2
2.00-2.45 SPT N=13 2,2/3,3,3,4DRY
2.00-2.45 D3
2.00-2.50 B3
Medium(1) at
2.70m, rose to
2.08m in 20 mins,
sealed at 4.00m.
3.00-3.45 SPT(C) N=13 1,3/3,2,4,43.00 2.10
3.00-3.50 B4
3.80 D4
4.00-4.45 SPT N=8 1,1/2,2,2,24.00 DRY
4.00-4.45 D5
5.00-5.45 U1 4.50 DRY 33 blows
5.45 D6
6.50-6.95 SPT N=14 1,3/3,3,4,44.50 DRY
6.50-6.95 D7
8.00-8.45 U2 4.50 DRY 66 blows
8.45 D8
9.50-9.95 SPT N=19 3,4/4,4,5,64.50 DRY
9.50-9.95 D9
11/09/2024:DRY
—————————
1/1

1
1
Single Installation Internal Diameter of Tube [A] = 50 mm
608121 E 234586 N 39.76
11/09/24 2.70 2.50 Medium 2.20 2.10 2.08 2.08 4.00
11/09/24 09:00 13:30 10.00 4.50 DRY
Slotted Standpipe
20/09/24 09:15 1.70 38.06 Plum depth 4.02 m
26/09/24 10:45 1.67 38.09 Plum depth 4.02 m
39.56 0.20 Concrete
38.76 1.00
Bentonite Seal
35.76 4.00
Slotted Standpipe
29.76 10.00
General Backfill
Location
Site
Client
Engineer
Job
Number
Sheet
Gandish Road, East Bergholt, Suffolk, CO7 6TP
East Bergholt Parish Council
Borehole
Number
BH01
24.211
Water
Groundwater Observations During Drilling
Start of Shift End of Shift
Depth
Hole
(m)
Depth
Hole
(m)
Casing
Depth
(m)
Casing
Depth
(m)
Water
Depth
(m)
Water
Depth
(m)
Water
Level
(mOD)
Water
Level
(mOD)
Date
Date
Time
Time Time
Depth
Struck
(m)
Casing
Depth
(m)
Inflow Rate
Depth
Sealed
(m)5 min 10 min 15 min 20 min
Ground Level (mOD)
DimensionsInstallation Type
Legend
Instr
Remarks
Description Groundwater Strikes During Drilling
Readings
Remarks
(A)
Level
(mOD)
Depth
(m)
Date
Time
Depth
(m)
Level
(mOD)
Instrument [A]
Instrument Groundwater Observations
Inst. [A] Type :
Produced by the GEOtechnical DAtabase SYstem (GEODASY) © all rights reservedCopyright © A F Howland Associates Limited 2024
1/1

Location(dGPS)
Ground Level (mOD)
Dates
Site
Client
Engineer
Job
Number
Sheet
Water
LegendDescription
Depth
(m)
(Thickness)
Depth
(m)
Level
(mOD)Sample / Tests
Remarks
Scale
(approx)
Logged
By
Figure No.
24.211.WS01
1:25 MJC
87mm to 3.00m
75mm to 4.00m
Gandish Road, East Bergholt, Suffolk, CO7 6TP
East Bergholt Parish Council
24.211
WS01
Number
39.58
608081 E 234513 N
11/09/2024
Produced by the GEOtechnical DAtabase SYstem (GEODASY) © all rights reservedCopyright © A F Howland Associates Limited 2024
Dimensions
Water
Depth
(m)
Field Records
Machine :Dando Terrier
Method :Windowless Dynamic
Sampling
1
1
(0.50)
TOPSOIL (Grass over grey brown silty slightly gravelly fine
to medium sand. Gravel is subangular to subrounded fine
to coarse flint. With occasional rootlets).
… Gravel content decreases with depth
39.08 0.50
(1.20)
Dense orange brown slightly gravelly medium to coarse
SAND. Gravel is angular to subrounded fine to coarse flint.
37.88 1.70
(0.25)
Stiff grey brown slightly sandy slightly gravelly CLAY. Gravel
is subangular to subrounded fine to coarse.
37.63 1.95
(0.65)
Dense orange brown medium to coarse SAND.
36.98 2.60
(1.30)
Dense brown fine SAND.
35.68 3.90
(0.10)Stiff grey CLAY.
35.58 4.00
Complete at 4.00m
1. Location CAT scanned prior to excavation
2. Hand dug inspection pit to 1.20 m
3. Groundwater struck at 1.70 m and rose to 1.59 m in 5 mins, 1.56 m in 10 mins and 15 mins and 20 mins
0.30 D1
4. SPT hammer energy ratio = 67%
5. Exploratory hole backfilled with arisings
0.50 D2
1.00 D3
1.20-1.65 SPT
N=47
IP 0/S 5,7
T 10,11,14,12
1.20-1.65 D4
1.20-2.00 L1
Fast / Slow(1) at 1.70m,
rose to 1.56m in 20 mins,
not sealed.
2.00-2.46 SPT
N=32
IP 10/S 2,4
T 5,8,9,10
1.80
2.00 D5
2.00-2.45 D6
2.00-3.00 L2
2.60 D7
2.90 D8
3.00-3.45 SPT
N=31
IP 0/S 2,4
T 5,6,10,10
2.12
3.00-3.45 D9
3.00-4.00 L3
11/09/2024:2.94m
—————————————
1/1

Location(dGPS)
Ground Level (mOD)
Dates
Site
Client
Engineer
Job
Number
Sheet
Water
LegendDescription
Depth
(m)
(Thickness)
Depth
(m)
Level
(mOD)Sample / Tests
Remarks
Scale
(approx)
Logged
By
Figure No.
24.211.WS02
1:25 MJC
87mm to 2.90m
Gandish Road, East Bergholt, Suffolk, CO7 6TP
East Bergholt Parish Council
24.211
WS02
Number
39.40
608059 E 234452 N
10/09/2024-
11/09/2024
Produced by the GEOtechnical DAtabase SYstem (GEODASY) © all rights reservedCopyright © A F Howland Associates Limited 2024
Dimensions
Water
Depth
(m)
Field Records
Machine :Dando Terrier
Method :Windowless Dynamic
Sampling
1
(0.50)
TOPSOIL (Grass over grey brown silty slightly gravelly fine
to medium sand. Gravel is subangular to subrounded fine
to coarse flint. With occasional rootlets).
38.90 0.50
(0.20)
Grey brown slightly clayey slightly gravelly fine to coarse
SAND. Gravel is subangular to subrounded fine to coarse
flint.
38.70 0.70
(0.50)
Soft grey brown slightly sandy slightly gravelly CLAY. Gravel
is subangular to subrounded fine to coarse flint.
38.20 1.20
(1.70)
Medium dense brown slightly gravelly medium to coarse
SAND.Gravel is subangular to subrounded fine to coarse
flint.
…Medium dense to dense
…Refused at 2.9 m bgl
36.50 2.90
Refused at 2.90m
1. Location CAT scanned prior to excavation
2. Hand dug inspection pit to 1.20 m
0.20 D1
3. Groundwater seepage at 1.20 m
4. Refusal of casing at 2.9 m bgl
5. Slotted standpipe installed to 2.90 m
6. SPT hammer energy ratio = 67%
0.60 D2
1.10 D3
Seepage(1) at 1.20m, not
sealed.
1.20-1.65 SPT
N=23
IP 0/S 2,4
T 4,5,7,7
1.25
1.20-1.65 D4
1.20-2.00 L1
1.90 D5
2.00-2.45 SPT
N=30
IP 0/S 3,4
T 4,8,9,9
1.65
2.00-2.45 D6
2.00-2.90 L2
11/09/2024:2.41m
—————————————
2.90 D7
1/1

1
Single Installation Internal Diameter of Tube [A] = 50 mm
608059 E 234452 N 39.40
11/09/24 1.20 Seepage NOT
11/09/24 2.90 2.90 2.41 36.99
Slotted Standpipe
20/09/24 09:10 1.20 38.20 Plum depth 2.83 m
26/09/24 10:39 1.11 38.29 Plum depth 2.82 m
39.20 0.20
Concrete
38.90 0.50
Bentonite Seal
36.50 2.90
Slotted Standpipe
Location
Site
Client
Engineer
Job
Number
Sheet
Gandish Road, East Bergholt, Suffolk, CO7 6TP
East Bergholt Parish Council
Borehole
Number
WS02
24.211
Water
Groundwater Observations During Drilling
Start of Shift End of Shift
Depth
Hole
(m)
Depth
Hole
(m)
Casing
Depth
(m)
Casing
Depth
(m)
Water
Depth
(m)
Water
Depth
(m)
Water
Level
(mOD)
Water
Level
(mOD)
Date
Date
Time
Time Time
Depth
Struck
(m)
Casing
Depth
(m)
Inflow Rate
Depth
Sealed
(m)5 min 10 min 15 min 20 min
Ground Level (mOD)
DimensionsInstallation Type
Legend
Instr
Remarks
Description Groundwater Strikes During Drilling
Readings
Remarks
(A)
Level
(mOD)
Depth
(m)
Date
Time
Depth
(m)
Level
(mOD)
Instrument [A]
Instrument Groundwater Observations
Inst. [A] Type :
Produced by the GEOtechnical DAtabase SYstem (GEODASY) © all rights reservedCopyright © A F Howland Associates Limited 2024
1/1

Location(dGPS)
Ground Level (mOD)
Dates
Site
Client
Engineer
Job
Number
Sheet
Water
LegendDescription
Depth
(m)
(Thickness)
Depth
(m)
Level
(mOD)Sample / Tests
Remarks
Scale
(approx)
Logged
By
Figure No.
24.211.WS03
1:25 MJC
87mm to 2.00m
75mm to 4.00m
Gandish Road, East Bergholt, Suffolk, CO7 6TP
East Bergholt Parish Council
24.211
WS03
Number
39.56
607979 E 234479 N
11/09/2024
Produced by the GEOtechnical DAtabase SYstem (GEODASY) © all rights reservedCopyright © A F Howland Associates Limited 2024
Dimensions
Water
Depth
(m)
Field Records
Machine :Dando Terrier
Method :Windowless Dynamic
Sampling
1
1
(0.40)
TOPSOIL (Grass over grey brown silty slightly gravelly fine
to medium sand. Gravel is subangular to subrounded fine
to coarse flint. With occasional rootlets).
39.16 0.40
(0.30)
Grey brown gravelly medium to coarse SAND. Gravel is
angular to subrounded fine to coarse flint
38.86 0.70
(1.80)
Dense orange brown slightly gravelly medium to coarse
SAND. Gravel is subangular to subrounded fine to coarse
flint
37.06 2.50
(0.20)
Brown very sandy slightly clayey GRAVEL
36.86 2.70
(0.50)
Firm brown orange mottled CLAY
36.36 3.20
(0.80)
Stiff grey CLAY
35.56 4.00
Complete at 4.00m
1. Location CAT scanned prior to excavation
2. Hand dug inspection pit to 1.20 m
3. Groundwater struck at 1.20 m and rose to 1.30 m in 5 mins, 1.28 m in 10 mins and 15 mins and 20 mins
0.30 D1
4. SPT hammer energy ratio = 67%
5. Exploratory hole backfilled with arisings
0.50 D2
1.00 D3
Moderate(1) at 1.20m, fell
to 1.28m in 20 mins, not
sealed.
1.20-1.65 SPT
N=47
IP 0/S 6,6
T 8,12,14,13
1.30
1.20-1.65 D4
1.20-2.00 L1
2.00-2.45 SPT
N=45
IP 0/S 10,12
T 14,11,12,8
2.00
2.00 D5
2.00-2.45 D6
2.00-3.00 L2
2.60 D7
2.90 D8
3.00-3.47 SPT
N=10
IP 20/S 1,2
T 1,3,3,3
2.31
3.00-3.45 D9
3.00-4.00 L3
11/09/2024:2.45m
—————————————
1/1

Location(dGPS)
Ground Level (mOD)
Dates
Site
Client
Engineer
Job
Number
Sheet
Water
LegendDescription
Depth
(m)
(Thickness)
Depth
(m)
Level
(mOD)Sample / Tests
Remarks
Scale
(approx)
Logged
By
Figure No.
24.211.WS04
1:25 MJC
87mm to 3.00m
Gandish Road, East Bergholt, Suffolk, CO7 6TP
East Bergholt Parish Council
24.211
WS04
Number
39.68
608012 E 234524 N
11/09/2024
Produced by the GEOtechnical DAtabase SYstem (GEODASY) © all rights reservedCopyright © A F Howland Associates Limited 2024
Dimensions
Water
Depth
(m)
Field Records
Machine :Dando Terrier
Method :Windowless Dynamic
Sampling
1
1
(0.40)
TOPSOIL (Grass over grey brown silty slightly gravelly fine
to medium sand. Gravel is subangular to subrounded fine
to coarse flint. With occasional rootlets).
39.28 0.40
(1.00)
Brown gravelly medium to coarse SAND. Gravel is angular
to subrounded fine to coarse flint
… Loose
38.28 1.40
(1.40)
Yellow brown medium to coarse SAND
…Very thin (100 mm) bed of clay
…Medium dense to dense
36.88 2.80
(0.20)
Orange brown medium to coarse SAND
36.68 3.00
Refused at 3.00m
1. Location CAT scanned prior to excavation
2. Hand dug inspection pit to 1.20 m
0.20 D1
3. Groundwater struck at 1.40 m and rose to 2.64 m in 5 mins, 2.44 m in 10 mins, 2.21 m in 15 mins and 1.97 m in 20 mins
4. SPT hammer energy ratio = 67%
5. Exploratory hole backfilled with arisings
6. CPT used due to very dense ground which would likely damage SPT
0.60 D2
7. Slotted standpipe installed to 3.0
1.00 D3
1.20-1.65 SPT(C)
N=7
IP 0/S 5,5
T 3,2,1,1
DRY
1.20 D4
1.20-2.00 L1 Fast / Moderate(1) at
1.40m, fell to 1.97m in 20
mins, not sealed.
1.80 D5
2.00-2.45 SPT(C)
N=30
IP 0/S 6,7
T 9,8,9,4
DAMP
2.00-3.00 L2
2.70 D6
2.90 D7
11/09/2024:2.64m
—————————————
1/1

1
1
608012 E 234524 N 39.68
11/09/24 1.40 Fast / Moderate 2.64 2.44 2.21 1.97 NOT
11/09/24 3.00 3.00 2.64 37.04
20/09/24 09:05 1.52 38.16 Plum depth 2.80 m
26/09/24 10:31 1.51 38.17 Plum depth 2.79 m
Location
Site
Client
Engineer
Job
Number
Sheet
Gandish Road, East Bergholt, Suffolk, CO7 6TP
East Bergholt Parish Council
Borehole
Number
WS04
24.211
Water
Groundwater Observations During Drilling
Start of Shift End of Shift
Depth
Hole
(m)
Depth
Hole
(m)
Casing
Depth
(m)
Casing
Depth
(m)
Water
Depth
(m)
Water
Depth
(m)
Water
Level
(mOD)
Water
Level
(mOD)
Date
Date
Time
Time Time
Depth
Struck
(m)
Casing
Depth
(m)
Inflow Rate
Depth
Sealed
(m)5 min 10 min 15 min 20 min
Ground Level (mOD)
DimensionsInstallation Type
Legend
Instr
Remarks
Description Groundwater Strikes During Drilling
Readings
Remarks
(A)
Level
(mOD)
Depth
(m)
Date
Time
Depth
(m)
Level
(mOD)
Instrument [A]
Instrument Groundwater Observations
Inst. [A] Type :
Produced by the GEOtechnical DAtabase SYstem (GEODASY) © all rights reservedCopyright © A F Howland Associates Limited 2024
1/1

Location(dGPS)
Ground Level (mOD)
Dates
Site
Client
Engineer
Job
Number
Sheet
Water
LegendDescription
Depth
(m)
(Thickness)
Depth
(m)
Level
(mOD)Sample / Tests
Remarks
Scale
(approx)
Logged
By
Figure No.
24.211.WS05
1:25 MJC
102mm to 1.41m
87mm to 1.67m
Gandish Road, East Bergholt, Suffolk, CO7 6TP
East Bergholt Parish Council
24.211
WS05
Number
39.71
608052 E 234598 N
11/09/2024
Produced by the GEOtechnical DAtabase SYstem (GEODASY) © all rights reservedCopyright © A F Howland Associates Limited 2024
Dimensions
Water
Depth
(m)
Field Records
Machine :Dando Terrier
Method :Windowless Dynamic
Sampling
1
1
(0.40)
TOPSOIL (Grass over grey brown silty slightly gravelly fine
to medium sand. Gravel is subangular to subrounded fine
to coarse flint. With occasional rootlets).
39.31 0.40
(0.40)
Greyish brown slight gravelly medium to coarse SAND.
Gravel is subangular to subrounded fine to coarse flint
gravel
38.91 0.80
(1.35)
Very dense orange brown slightly gravelly medium to
coarse SAND. With occasional subangular to subrounded
fine flint cobbles. Gravel is subangular to subrounded fine
to coarse
…Bed of flint cobbles identified
…Dense
37.56 2.15
Refused at 2.15m
1. Location CAT scanned prior to excavation
2. Hand dug inspection pit to 1.20 m
0.20 D1
3. Groundwater struck at 1.60 m and rose to 1.93 m in 5 mins, 1.87 m in 10 mins, 1.85 m in 15 mins and 20 mins
4. SPT hammer energy ratio = 67%
5. Exploratory hole backfilled with arisings
6. Refusal at 2.15 m bgl
0.70 D2
1.10 D3
1.20-1.58 SPT
50/229
IP 0/S 5,6
T 8,12,12,18
DRY
1.20-1.41 L1
1.20-1.61 D4
1.41-1.67 L2
Moderate(1) at 1.60m, fell
to 1.85m in 20 mins, not
sealed.
1.67-2.12 SPT(C)
N=34
IP 0/S 7,6
T 8,7,9,10
1.93
1.90 D5
11/09/2024:1.93m
—————————————
1/1

39.87
39.93
39.89
39.94
39.79
39.73
39.73
39.63
39.73
39.80
39.85
39.86
39.91
39.96
39.85
39.72
39.62
39.61
39.56
1.2h
39.61
39.65
39.62
39.65
39.62
39.66
39.61
39.72
39.69
C/B 1.8h
39.87
39.87
39.63
39.54
39.48
39.29
39.52
39.27 39.26
39.55
39.25
39.40
39.19
39.1939.57
39.51
39.08
39.20
39.25
39.12
39.49
39.48
39.51
39.16
39.55
39.59
39.49
39.50
39.12
IL 39.05
39.52
39.12
39.21
39.45
39.03
39.56
39.62
39.09
39.15
39.54
39.68
39.69
39.58
39.57
39.59
Temporary 2h
39.53
39.55
39.58
39.63
39.67
39.71
39.61
39.63
39.59
39.58
39.55
39.57
39.78
39.66
39.79
39.80
39.84
39.87
39.82
39.88
39.88
40.28
SI
40.08
40.03
39.97
39.88
39.88
39.95
39.96
39.96
39.98
39.94
WB
39.90
39.93
39.90
40.02
40.14
40.06
40.08
40.11
39.94
39.79
39.78
39.77
39.81
39.84
39.88
39.98
39.92
39.87
39.71
39.75
39.78
Storage
39.75
39.73
39.89
39.81
39.71
39.67
39.73
39.70
39.57
39.59
39.60
39.59
39.55
39.62
39.60
39.58
39.58
39.70
39.66
Grass
CL 39.63
MH
CL 39.67
MH
39.62
39.59
39.66
39.58
39.64
39.54
39.59
39.74
39.66
39.65
39.64
39.61
39.80
39.85
39.68
Slate39.61
CL 39.65
MH
DR
DP
VP
VP
VP
RE
39.53
39.65
Paved39.61
39.68
39.60
39.61
39.65
39.69
39.66
39.52
39.49
39.57
39.58
39.5339.51
39.56
Container
39.66
39.48
39.52
39.64
39.50
39.48
39.56
39.58
39.69
39.69
39.69
39.88
39.51
39.55
39.48
39.64
39.55
39.39
39.55
39.52
39.54
Grass
39.49
39.50
39.53
39.52
Grass
39.48
39.51
39.49
39.51
39.46
39.43
39.44
39.43
39.42
39.44
39.42
39.49
39.41
39.48
39.50
39.43
39.44
39.46
39.45
39.50
39.51
39.13
39.18
Ø 0.225
IL 39.03
39.50
39.07
39.19
39.17
39.01
39.56
LP
39.43
39.20
39.34
39.33
39.26
39.45
LP
39.39
39.38
39.44
39.34
40.42
40.17
39.81
39.84
39.86
39.85
39.85
39.83
39.79
39.82
39.83
39.83
39.83
39.83
39.85
39.85
PO
PO
39.85
40.06
ToW
39.80
39.95
39.98
40.01
40.01
39.89
39.90
39.86
39.73
39.74
39.61
LP
39.62
39.61
39.62
39.59
39.68
39.60
LP
39.64
39.56
39.56
39.62
39.58
LP
39.61
39.64
39.68
39.66
39.67
39.75
Raised concrete
39.72
39.64
39.65
39.66
39.61
39.62
39.62
39.67
39.62
39.63
39.63
39.64
39.64
39.65
PO
PO
39.66
39.81
39.90
39.77
39.96
ToW
39.95
ToW
39.76
39.73
39.83
39.74
39.72
39.70
39.73
39.74
39.78
39.76
39.73
39.76
39.79
39.82
39.73
39.73
PO
PO
39.84
39.88
39.87
39.84
39.75
39.85
39.90
Concrete
39.81
39.71
39.75
39.70
40.23
39.67
39.77
39.77
40.27
40.23
40.34
40.53
40.31
40.36
Paved
40.63
40.63
Bench
LP
PO
39.73
39.70
39.73
39.75
39.74
39.70
39.72
39.75
39.74
39.81
39.75
39.74
39.81
39.79
Pav.39.87
CL 39.76
MH
39.75
39.73
39.74
39.70
39.75
39.75
39.74
CL 39.74
MH
39.72
39.61
39.65
39.60
39.62
39.72
39.7539.76
39.75
39.75
39.64
Paved
39.74
39.80
39.81
39.76
39.82
39.84
39.87
39.80
40.10
ToW
39.77
Concrete
39.65
39.8139.80
39.78
39.78
39.78
39.70
39.71
39.67
39.52
39.73
39.73
Grass
39.68
39.80
39.73
39.73
39.69
39.66
39.75
39.69
39.75
Paved39.67
39.76 39.63
CL 39.76 MH
39.67
39.76
39.74
Paved
39.53
Grass
39.52
39.53
39.54
39.54
39.53
39.52
39.55
39.55
39.53
39.55
39.54
39.54
39.54
39.54
39.53
39.56
39.54
39.55
39.55
39.53
39.56
39.54
39.53
39.55
39.54
39.56
39.54
39.54
39.55
39.55
39.53
39.56
39.54
39.54
39.53
39.36
39.38
39.38
39.39
39.37
39.37
39.37
39.35
39.36
39.35
39.36
39.37
39.38
39.37
39.38
39.37
39.38
39.38
39.37
39.36
39.35
39.38
39.37
39.38
39.37
39.36
39.36
39.37
39.36
39.36
39.35
39.36
39.39
39.37
39.37
39.36
39.36
39.34
39.34
39.35
39.37
39.37
39.35
39.36
39.34
39.37
39.36
39.36
39.33
39.37
39.35
39.37
39.38
39.37
39.35
39.37
39.40
39.38
39.67
39.60
39.62
39.60
39.58
39.63
39.69
39.66
39.62
39.53
39.63
39.70
39.60
39.56
39.63
39.55
39.60
39.67
39.71
FP
DP
39.63
39.62
39.61
39.56
39.57
39.57
39.60
39.62
39.61
WB
ST01
39.97
40.02
40.00
39.92
39.96
40.15
39.96
40.01
40.07
39.91
39.92
39.94
IR
39.96
39.94
39.83
39.98
39.91
39.75
39.72
39.89
39.71
39.84
39.82
39.69
39.64
39.83
39.75
39.58
39.52
39.73
39.61
39.74
39.61
39.68
39.68
39.57
39.66
39.72
39.61
39.72
39.64
39.73
39.76
39.66
39.77
39.77
39.63
39.82
39.75
39.81
39.88
39.78
39.87
39.96
39.89
40.00
40.01
39.92
40.03
CL 39.97
MH
39.99
40.07
40.01
40.09
40.02
40.08
40.15
40.04
40.13
Oak 12h
Oak 12h
Oak 12h
Oak 12h
Oak 12h
Oak 12h
Oak 12h
Oak 12h
Oak 12h
Oak 12h
ST03
39.77
39.23
39.21
39.27
39.36
39.69
39.46
SI
39.69
P/R 1h
39.79
39.89
40.03
39.96
39.81
39.84
39.67
39.65
39.78
39.79
39.80
39.79
39.80
39.81
39.80
CL 39.75
MH
39.78
39.78
39.79
39.78
39.79
39.78
39.78
39.76
39.78
39.78
39.79
39.81
39.82
39.83
39.87
39.88
39.86
39.86
Hatching
39.83
DR
CL 39.86
MH
39.87
39.79
39.80
39.78
Grass
Concrete
DR
39.81
39.76
39.90
39.75
39.93
40.10
40.30
40.34
40.37
CL 40.29
MH 40.27
40.26
40.24
40.09
39.95
Ramp up
39.80
39.78
39.80
39.86
40.31
40.46
I/R 1h
39.95 FB
39.76
39.78
39.65
GG
39.78
39.87
39.88
39.86
39.82
39.83
39.85
39.80
39.81
39.82
39.83
Step up
39.78
39.75
39.77
39.69
GG
39.74
39.78
39.77
39.77
39.80
39.76
39.85
39.85
39.85
39.85
39.87
39.86
39.80
39.77
39.75
RE
DP
39.79
39.81
39.82
Hatched
39.86
39.86
39.84
39.86
39.77
39.75
CL 39.91
MH
39.87
39.77
Conc.
39.82
39.90
39.85
39.87
42.76
EL
44.60
EL
42.90
45.43
RL
44.94
RL
43.00
EL
TP
42.11
EL
43.81
RL
ST05
39.95
39.91
39.91
39.97
39.99
39.91
39.91
39.91
39.90
39.92
39.90
39.92
Bench
39.86
39.83
39.87
39.85
39.8539.86
39.84
39.83
39.85
39.84
39.80
39.90
39.90
39.92
39.90
39.91
39.95
39.83
39.89
39.92
39.90
39.79
39.68
39.64
39.60
39.76
39.74
39.83
WB
39.87
39.81
39.80
39.89
I/R 4h
39.92
39.84
39.88
39.83
39.81
39.82
39.84
39.84
DR
DR
39.81
39.83
39.84
39.86
CL 39.83
MH
CL 39.84
MH
39.86
40.09
39.85
Grass
39.86Ramp
Concrete
42.78
EL
41.98
EL
UK 5h
39.89
Gravel
39.83
39.85
39.84
39.87
39.86
39.86
39.88
DR
39.83
39.8539.88 39.83
39.86
39.87
39.87
40.19
40.18
40.18
40.19
40.44
39.87
39.83
P/R 0.6h
39.83
39.78
39.79
39.78
39.84
Step up
39.80
39.87
39.90
39.90
39.84
Grass
39.76
39.80
39.87
39.90
I/R 1.3h
Fir 12h
Oak 12h
Oak 12h
Oak 12h
42.00
EL
42.86
RL
43.01
EL
43.41
EL
FP
43.30
RL
42.40
EL
44.15
Bench
ST06
39.84
39.84
39.83
DPDR
39.85
39.98
39.93
39.90
39.86
39.91
39.89
39.84
39.91
39.88
39.94
39.92
39.96
39.88
39.93
39.90
40.00
39.96
Play equipment
40.04
40.06
40.08
40.15
40.20
39.94
39.86
Brick structure
39.91
39.85
39.85
39.88
39.88
39.85
39.89
39.78
39.80
39.82
39.84
39.78
39.81
39.85
39.85
39.83
39.86
Rubber
39.84
39.80
39.78
39.83
39.84
39.86
39.81
39.89
39.90
39.90
39.92
39.86
39.85
39.92
39.92
39.79
39.82
39.82
39.77
39.72
39.74
39.74
39.73
Single storey
41.90
41.93
42.47
EL
UK 9h
UK 9h
WL 39.03
WL 39.04
WL 39.05 WL 39.11
39.28
39.42
39.68
39.66
39.69
39.39
39.38
39.63
39.78
39.83
39.96
39.93
39.84
39.82
39.83
39.86
39.78
39.45
39.48
39.32
39.38
39.61
39.46
39.29
39.26
39.38
39.49
39.25
39.24
39.68
39.87
39.81
39.78
39.81
40.06
39.97
39.70
40.09
39.95
39.84
39.73
39.80
39.72
39.75
39.72
39.72
39.75
39.69
39.75
39.76
39.73
39.81
39.82
Concrete
39.86
39.84
39.88
39.87
39.79
39.74
39.77
39.73
39.68
39.67
39.69
39.69
39.70
39.72
39.73
39.77
39.73
39.77
39.72
39.68
39.76
39.76
39.75
39.75
39.74
39.76
39.75
39.75
39.70
39.68
39.64
39.63
39.57
39.64
39.66
39.70
39.70
39.74
39.70
39.70
39.65
39.66
39.60
39.59
39.60
39.68
39.72
39.77
39.78
39.81
39.81
39.81
39.80
39.83
39.84
39.69
39.75
39.77
39.83
39.88
39.83
39.87
39.85
39.83
39.77
39.74
39.70
39.66
39.63
39.61
39.65
39.64
39.66
39.71
39.69
39.65
39.66
39.68
39.61
39.65
39.67
39.69
39.72
39.81
39.83
39.82
39.84
39.80
39.80
39.83
39.78
39.81
39.80
39.78
39.80
39.89
39.91
39.86
39.87
39.87
39.85
39.81
39.71
39.61
39.62
39.62
39.63
39.64
39.69
39.72
39.68
39.62
39.55
39.53
39.64
39.69
39.72
39.77
39.81
39.88
39.88
39.80
39.80
39.83
39.71
39.73
39.72
39.79
39.81
39.82
39.85
39.82
39.77
39.70
39.65
39.65
39.59
39.54
39.52
39.60
39.55
39.49
39.48
39.47
39.53
39.51
39.57
39.63
39.68
39.72
39.72
39.79
39.80
39.87
39.83
39.87
39.74
39.78
39.69
39.69
39.75
39.78
39.79
39.84
39.92
39.88
39.87
39.85
39.83
39.73
39.66
39.65
39.59
39.52
39.51
39.50
39.49
39.46
39.48
39.57
39.64
39.68
39.68
39.79
39.77
39.81
39.75
39.77
39.76
39.72
39.66
39.67
39.71
39.76
39.74
39.73
39.66
39.65
39.69
39.71
39.75
39.76
39.76
39.77
39.77
39.73
39.73
39.65
39.58
39.50
39.47
39.44
39.50
39.51
39.45
39.54
39.61
39.74
39.74
39.76
39.77
39.78
39.73
39.70
39.65
39.66
39.63
39.65
39.71
39.74
39.77 39.73
39.67
39.69
39.63
39.62
39.72
39.80
39.79
39.83
39.85
39.83
39.83
39.79
39.77
39.67
39.58
39.48
39.50
39.45
39.49
39.47
39.47
39.52
39.59
39.65
39.69
39.85
39.85
39.85
39.84
39.82
39.81
39.77
39.70
39.66
39.68
39.66
39.65
39.63
39.72
39.69 39.68
39.63
39.64
39.63
39.70
39.74
39.79
39.81
39.85
39.84
39.83
39.84
39.74
39.63
39.60
39.55
39.55
39.50
39.49
39.50
39.58
39.49
39.54
39.57
39.62
39.69
39.71
39.82
39.82
39.84
39.84
39.88
CL 39.85
MH
39.82
39.79
39.79
39.70
39.67
39.58
39.65
39.60
39.62
39.65
39.70
39.76
39.82
39.84
39.84
39.88
39.90
39.87
39.87
39.85
39.70
39.63
39.59
39.57
39.55 39.54
39.58
39.47
39.54
39.61
39.58
39.54
39.50
39.55
39.59
39.64
39.70
39.76
39.81
39.81
39.85
39.83
39.84
39.85
PO
PO
PO
PO
39.79
39.81
39.72
39.74
39.68
39.66
39.65
39.63
CL 39.89 MH
39.69
39.66
39.65
39.63
39.76
39.70
39.77
39.76
39.81
39.78
39.74
39.69
39.61
39.59
39.55
39.49
39.50
39.52
39.51
39.53
39.56
39.52
39.49
39.53
39.58
39.62
39.64
39.70
39.73
39.77
39.76
39.76
39.81
39.74
39.79
39.75
39.73
39.72
39.76
39.70
39.66
39.61
39.66 39.68
39.74
39.72
39.71
39.76
39.80
39.80
39.81
39.80
39.84
39.72
39.71
39.64
39.61
39.53
39.53
39.50
39.54
39.50
39.52
39.50
39.49
39.57
39.61
39.67
39.69
39.72
39.75
39.73
39.70
39.74
39.74
39.71
39.68
39.62
39.60
39.61
39.60
39.58
39.58
39.53 39.58
39.61
39.67
39.70
39.72
39.68
39.72
39.75
39.74
39.70
39.69
39.67
39.62
39.59
39.50
39.49
39.53
39.56
39.51
39.50
39.48
39.49
39.56
39.62
39.72
39.68
39.71
39.74
39.73
39.71
39.67
39.70
39.70
39.73
39.65
39.62
39.57
39.61
39.63
39.61
39.60
39.63
39.70
39.67
39.72
39.66
39.68
39.67
39.70
39.71
39.62
39.64
39.59
39.51
39.48
39.45
39.54
39.56
39.52
39.47
39.46
39.55
39.62
39.64
39.58
39.62
39.64
39.67
39.70
39.68
39.62
39.6139.60
39.52
39.57
39.57
39.63
39.69
39.63
39.63
39.60
39.63
39.54
39.59
39.64
39.68
39.66
39.65
39.64
39.61
39.67
39.56
39.47
39.40
39.43
39.51
39.46
39.45
39.4739.52
39.57
39.62
39.57
39.66
39.64
39.60
39.64
39.63
39.66
P/W 1h
Wall
Wall
Wall
OHL
Rubber
Rubber
I/R 4h
Rubber
Play equipment
Play equipment
Conc.
Conc.
P/R 1h
Rubber
Play equipment
Rubber
Play equipment
Play equipment
Play
equipment
Play
equipment
Rubber
Rubber
Play equipment
Play
equipment
Play
equipment
Rubber
Asphalt
Play
equipment
Play
equipment
Hatching
Canopy
Paved
Paved
Concrete
P/R 0.6h
P/R 0.6h
P/R 0.6h
Step up
Flat roof
Canopy
P/R 0.6h
P/R 0.6h
Grass
Unable to survey
Bushes 3h
I/R 1.3h
I/R 1.3h
I/R 1.3h
I/R 1.3h
I/R 1.3h
I/R 1.3h
I/R 1.3h
I/R 1.3h
I/R 1.3h
Grass
Grass
Grass
Gravel
Gravel
39.76
I/R 1h
Paved
brick building
P/W 1h
P/W 1h
P/W 1h
P/W 1h
P/W 1h
P/W 1h
P/W 1h
P/W 1h
Hedge 1.8h
Concrete
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Parking bays
Parking bays
Parking bays
Parking bays
Parking bays
Parking bays
Parking bays
Parking bays
Parking bays
Parking bays
Parking bays
Parking bays
Parking bays
Paved
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
P/R 1h
P/R 1h
P/R 1h
P/R 1h
P/R 1h
P/R 1h
P/R 1h
P/R 1h
P/R 1h
P/R 1h
Rubber
Rubber
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Play equipment
Conc.
Ditch
Ditch
Grass
Grass
Elec. 1.4h
Elec. 1.4h
Elec. 1.4h
Temporary 2h
Temporary 2h
Temporary 2h
Step up
Grass
Gravel
Gravel
Bench
Bench
Bench
Conc.
Conc.
Conc.
C/B 1.8h
C/B 1.8h
C/B 1.8h
I/R
C/B
1.8h
1.2h
I/R
Marquee
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Slate
Slate
Shed
P/W 1h
Shed
Ramp
up
Paved
Paved
Paved
Paved
Paved
Paved
Paved
Paved
Paved
Paved
Step
up
FB
FB
Paved
Paved
Hedge 3h
Slate
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
FB
FB
FB
FB
FB
Grass
Grass
Grass
Grass
Grass
Paved
Gravel
Gravel
Gravel
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
Step
up
Step
up
Step
up
Step
up
Step
up
Step
up
Step
up
Step
up
Step
up
Step
up
Step
up
Step
up
bushes 3h
Unable to survey
bushes 3h
Unable to survey
Grass
41.98
EL
42.36
RL
Canopy
FB
Paved
FB
P/W 1h
Oil tank
Unmade ground
Canopy
Canopy
Conc.
Ramp
up
Conc.
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Netting 3h
Grass
Stored materials
Hedge 3h
Hedge 3h
Hedge 3h
Hedge 3h
Hedge 3h
dense vegetation 3h
Unable to survey
dense vegetation 3h
Unable to survey
dense vegetation 3h
Unable to survey
Ø0.10
Grass
Grass
Grass
Grass
Netting 3h
Netting 3h
Netting 3h
Astro turf
Astro turf
Astro turf
Grass
Netting 3h
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
dense vegetation 5h
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
Bank fades
Single storey
timber building
Single storey
timber/ rendered building
Private land
Private land
Private land
Private land
Private land
Private land
Private land
1.2h
IR
1.2h
Canopy
Asphalt
Grass
Astro turf
Astro turf
I/R 2h
I/R 2h
I/R 2h
I/R 2h
I/R 2h
I/R 2h
I/R 2h
I/R 2h
I/R 2h
I/R 2h
Step
up
Hedge 3h
Hedge 3h
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
dense vegetation 5h
Unable to survey
Brick structure
Top
Top
Wall
Wall
Wall
Wall
Raised concrete
Wall
Raised concrete
Raised concrete
Wall
Wall
Canopy
Col.
Hedge 1.8h
Canopy
Conc.
Concrete
Concrete
Concrete
Concrete
Concrete
Concrete
Hedge 1.8h
Col.
Flat roof
FB
FB
Steps
up
Steps
up
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
C/L 3h
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Hedge 3h
Hedge 3h
Hedge 3h
Hedge 3h
Hedge 3h
Hedge 3h
Hedge 3h
Hedge 3h
Hedge 3h
Hedge 3h
Hedge 3h
Hedge 3h
Grass
Grass
Grass
Grass
Grass
Pond
Single storey
brick building
Single storey
brick building
Single storey
brick building
Single storey
brick building
Concrete
Concrete
Concrete
Gandish Road
Asphalt – 30mph
Gandish Road
Asphalt – 30mph
Asphalt
Asphalt
Asphalt
Asphalt
39.6
39.6
39.6
39.6
39.6
39.6
39.8
39.8
39.8
39.6
39.6
39.6
39.6
39.6
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Private land
Private land
into vegetation
Fence continues
Land ownership boundary
Land ownership boundary
Land ownership boundary
72.91m (275ft)
21.00m
88.81m (291ft)
40.67m (135ft)
Land lease boundary
Land lease boundary
Land lease boundary
Land lease boundary
50.38m (165ft)
175.68m (576ft)
Land ownership boundary
Land ownership boundary
WS04
WS03
WS02
WS01
CP01
WS05
Reproduced by permission of Ordnance Survey on behalf of the
Controller of His Majesty’s Stationery Office © Crown
Copyright Licence No. AL 100002157
Copyright © A F Howland Associates Limited 2024
North
Scale:1:1000 @ A4
24.211/02Drawing No:
Date:
EXPLORATORY HOLE LOCATION PLAN
Drawing Title:
Gandish Road, East Bergholt, Suffolk, CO7 6TP
Site:
East Bergholt Parish CouncilClient:
Job No.:24.211
web: www.howland.co.uk
mail: admin@howland.co.uk
Tel: 01603 250754
A F Howland Associates Ltd
The Old Exchange
Newmarket Road
Cringleford
Norwich
NR4 6UF
Key:
RevDate Revision Description ChkdDrwn
Borehole location and reference
Windowless dynamic sampling location and reference
September 2024