-
Report No: 198156
Client: Crawford Claims Management
Site: 64 Bank Parade, Burnley
Client Ref: SU1404685-
Date of Visit:
Unit E2 First Floor Suite, Boundary Court ( 0843 2272362 CET is
the trading name of CET Structures Ltd
Willow Farm Business Park, Castle Donington *
[email protected] Registered in England No. 02527130
Leicestershire, DE74 2NN : www.cet-uk.com
SITE INVESTIGATION
FACTUAL REPORT
Home Emergency Response - Subsidence Investigation - Drainage
Services Crack & Level Monitoring Property Video Surveys
04/02/2015
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1 of 1Sheet:
Job No:
Date:Site:
out for:
Remarks: Key:
ON SITE TREE IDENTIFICATION FOR GUIDANCE ONLY. NOT
AUTHENTICATED.
Work carried
(SI) (Checked)
Drainage
Layout Plan
Scale: N.T.S.
Surface Water Drain
Foul Water DrainCombined Gulley
Manhole
Rain Water Pipe
Rain Water Gulley
Soil Vent Pipe
Waste Gulley
Waste Pipe
RWWG
MH
RWP
RWG
SVP
WG
WP
Tree / Bush
(approx. ht in m)
Trial Pit
Borehole
64 Bank Parade, Burnley
(Drawn)
AR + DVC
22/01/2015
Crawford Claims MGMT SUS
ANDY
198156
Weather: DRYMD
O/D - Open Discharge
MH1
X3
WG1
SLABS
RWG1
SVP1
X2
REAR - CAR-PARK AREA
4.0
m2
.0 m
12m
2.5m 3.5m
12
3IL 750mm
Manhole 1 upstream to soil
vent pipe. Run 3. From
manhole line run upstream
to soil vent pipe with
elastoliner.
4
-
1 of 1Sheet:
Job No:
Date:Site:
out for:
Remarks: Key:
ON SITE TREE IDENTIFICATION FOR GUIDANCE ONLY. NOT
AUTHENTICATED.
Work carried
(SI) (Checked)
Investigation
Layout Plan
Scale: N.T.S.
Surface Water Drain
Foul Water Drain
Combined Gulley
Manhole
Rain Water Pipe
Rain Water Gulley
Soil Vent Pipe
Waste Gulley
Waste Pipe
RWWG
MH
RWP
RWG
SVP
WG
WP
Tree / Bush
(approx. ht in m)
Trial Pit
Borehole
64 Bank Parade, Burnley
(Drawn)
DVC
22.01.15
Crawford Claims Management Ltd
AB
198156Y
Weather: DRYSE
MH
X3
TP/BH2 WG1
SLABS
RWG1
SVP1
TP/BH1
X2
REAR - CAR-PARK AREA
HEDGEHT=3m
TREEHT=10m
-
22.01.15
198156Y
1 of 1
Crawford Claims Management Ltd
Weather:
Sheet:
Job No:
Date:Site:
out for:
Remarks: Key:
Work carried
Trial Pit No: 1
Excavation Method: Drawn by: DVC
Ground LevelmOD:
All measurements in millimetres.
Logged: Checked: Approved: Scale: N.T.S.
D Small disturbed sample
B Bulk disturbed sample
W Water sample
TDTD Too dense to drive
J Jar sample
V Pilcon Vane (kPa)
M Mackintosh probe
Hand Tools
DRY
AB
64 Bank Parade, Burnley
SE
500 x 500
450
500
750
300
50
200
Ground LevelRENDER
SAND-STONE
CONCRETE
800: D M 40 42 42 481100
FOR STRATA BELOW 1000mm SEE BH LOG 1
PAVING SLAB
MADE GROUND: Medium compact,
dark brown, very sandy silt with
numerous sandstone pieces.
Several roots of live appearance to 15mm
diameter
MADE GROUND: Medium compact to
compact, dark brown, very silty clay with
brick & stone fragments & clinkerfragments.
Several roots of live appearance to 10mm
diameter
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22.01.15
198156Y
1 of 1
Crawford Claims Management Ltd
Weather:
Sheet:
Job No:
Date:Site:
out for:
Remarks: Key:
Work carried
Trial Pit No: 2
Excavation Method: Drawn by: DVC
Ground LevelmOD:
All measurements in millimetres.
Logged: Checked: Approved: Scale: N.T.S.
D Small disturbed sample
B Bulk disturbed sample
W Water sample
TDTD Too dense to drive
J Jar sample
V Pilcon Vane (kPa)
M Mackintosh probe
Hand Tools
DRY
AB
64 Bank Parade, Burnley
SE
500 x 500
900
13
00
450
50
200
Ground Level
SANDSTONE
1350: D V 58 60
FOR STRATA BELOW 1550mm SEE BH LOG 2
SLAB
MADE GROUND: Medium compact,
dark brown, sandy, clayey silt with
numerous brick & sandstone pieces.
No roots observed.
Firm, light brown, silty CLAY with
occasional stone nodules.
Roots of live appearance to 1mm diameter
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Borehole No: 1Sheet: 1 of 1
Job No: D10001 Site: 64 Bank Parade, Burnley
Boring Method: Hand Auger Date:
Diameter: 60mm Coordinates: Ground Level Work Carried Crawford
Claims Management Ltd
mOD: out for:
Depth Thick- Test Depth
(m) Description of Strata ness Legend Sample Type Result Depth
Field Records/Comments to water
(m) (m) (m)
As Trial Pit 1 1.00
1.00 Several roots of live and dead
appearance to 4mm diameter
to 2m
MADE GROUND: Medium compact, dark
brown, very silty clay with brick & 0.70
stone fragments & clinker nodules D M 46 1.50
48
1.70 48
__.x 48Stiff, dark brown, silty CLAY __ __
0.60 __ D V 130+ 2.00 No roots observed below 2.0m__ __ 130+x
__
2.30 __ __Borehole ends at 2.3m
Too stiff to hand auger
Remarks: Key: T.D.T.D. Too Dense to Drive
Borehole dry and open on completion D Small disturbed sample
B Bulk disturbed sample
W Water sample
Logged: AB Checked: SE Typed by: DVC Scale: NTS Weather: DRY
198156Y
M Mackintosh Probe
22.01.15
J Jar sample
V Pilcon Vane (kPa)
-
Borehole No: 2Sheet: 1 of 1
Job No: D10001 Site: 64 Bank Parade, Burnley
Boring Method: Hand Auger Date:
Diameter: 60mm Coordinates: Ground Level Work Carried Crawford
Claims Management Ltd
mOD: out for:
Depth Thick- Test Depth
(m) Description of Strata ness Legend Sample Type Result Depth
Field Records/Comments to water
(m) (m) (m)
As Trial Pit 2 1.55
1.55 Occasional roots of live
Firm, light brown, silty CLAY with 0.15 __.x appearance to 1mm
diameter 1.70 stone nodules. __ __ to 2m
__.x__ __
Stiff, dark brown, silty CLAY with 0.60 __ D V 130+ 2.00 No
roots observed below 2mstone nodules. __ __ 130+
x __2.30 __ __
Borehole ends at 2.3m
Too stiff to hand auger
Remarks: Key: T.D.T.D. Too Dense to Drive
Borehole dry and open on completion D Small disturbed sample
B Bulk disturbed sample
W Water sample
Logged: AB Checked: SE Typed by: DVC Scale: NTS Weather: DRY
M Mackintosh Probe
22.01.15
J Jar sample
V Pilcon Vane (kPa)
198156Y
-
Ou
r R
ef :
Dat
e S
amp
led
:
Loca
tion :
Dat
e R
ecei
ved
:
Work
car
ried
Dat
e T
este
d :
out
for:
Dat
e of
Rep
ort
:
Mo
istu
reS
oil
Liq
uid
Pla
stic
Pla
stic
ity
Liq
uid
ity
Modif
ied
Soil
Fil
ter
Pap
erS
oil
In s
itu
Org
anic
pH
TP
/BH
Dep
thT
ype
Conte
nt
Fra
ctio
nL
imit
Lim
itIn
dex
Index
Pla
stic
ity
Cla
ssC
onta
ctS
amp
leS
hea
r V
ane
Conte
nt
Val
ue
Cla
ss
No
( m
)>
0.4
25
mm
Index
Tim
eS
uct
ion
Str
ength
SO
3S
O4
( %
)[1
]
( %
)[2
]
(
% )
[3
]
( %
) [
4]
( %
) [
5]
[5
]
(
% )
[6
][7
]
( h
)[8
]
(kP
a)
(k
Pa)
[9]
(
% )
[10
][1
1]
[12
][1
3]
[14
]
10
.80
(U/S
)D
33
21
53
23
30
0.3
32
4C
H
1.5
D2
82
45
52
53
00
.11
23
CH
2.0
D2
2 1
30
Test
Meth
od
s /
No
tes
[9]
Val
ues
of
shea
r st
rength
wer
e det
erm
ined
in s
itu b
y C
ET
usi
ng
Key
[1]
BS
13
77
: P
art
2 :
19
90
, T
est
No
3.2
a P
ilco
n h
and v
ane
or
Geo
nor
van
e (G
V).
DD
istu
rbed
sam
ple
( s
mal
l )
[2]
Est
imat
ed i
f 0
.42
5m
mIn
dex
Tim
eS
uct
ion
Str
ength
SO
3S
O4
( %
)[1
]
( %
)[2
]
(
% )
[3
]
( %
) [
4]
( %
) [
5]
[5
]
(
% )
[6
][7
]
( h
)[8
]
(kP
a)
(k
Pa)
[9]
(
% )
[10
][1
1]
[12
][1
3]
[14
]
21
.35
(U/S
)D
43
