OKTOBER 2015
MARIAGERFJORD VAND A/S
MARIAGER FJORD, HDD
SITE INVESTIGATION
DATA REPORT NO. 1
OKTOBER 2015
MARIAGERFJORD VAND A/S
MARIAGER FJORD, HDD
SITE INVESTIGATION
DATA REPORT NO. 1
ADDRESS COWI A/S
Visionsvej 53
9000 Aalborg
Denmark
TEL +45 56 40 00 00
FAX +45 56 40 99 99
WWW cowi.com
PROJECT NO. A073020-002
DOCUMENT NO. A073020-Geotechnicalreport_crossing.00
VERSION 1.0
DATE OF ISSUE 1. Oktober 2015
PREPARED KRLR
CHECKED SPN
APPROVED KRLR
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Contents
1 Purpose of the investigation 5
2 Project 5
3 Field investigation 5
4 Laboratory work 6
5 Levels and coordinates 7
6 Subsurface and ground water conditions 7
6.1 General geology 7
6.2 Site conditions 7
6.3 Water levels 9
7 Execution 10
7.1 Dewatering of excavation 10
7.2 Excavations 10
8 Geotechnical inspections 10
9 Handling of soil 11
10 Geotechnical design report 11
11 Final remarks 11
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Enclosures
Legend for borehole logs A-1
Borehole profile, borehole B1 1.1
Borehole profile, borehole B3 1.2
Borehole profile, borehole B4 1.3
Borehole profile, borehole B5 1.4
Borehole profile, borehole B6 1.5
Borehole profile, borehole B9 1.6
Borehole profile, borehole B11 1.7
Borehole profile, borehole B13 1.8
Borehole profile, borehole B15 1.9
Site plan 1.10
Cross Section 1.11
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1 Purpose of the investigation
A geotechnical investigation for crossing of a pressure sewer at Mariager Fjord, has been
carried out for Mariagerfjord Vand A/S in August to September 2015 by COWI A/S.
The purpose of the investigation has been to determine geological and geotechnical data
in sufficient detail for planning a Horizontal Directional Drillings (HDD).
2 Project
The project comprises crossing of a sewer pipe between Dania and Vive at Mariager
Fjord.
It was planned to use a horizontal directional drilling (HDD) technique to install the
sewer pipe.
The depth of the HDD has not been decided yet.
The alignment of the HDD is planned with entry point at a location west of the Dania
harbour and borehole B15, proceeding north to towards the Vive side of the fjord. The
specific location is still uncertain, but with the alignment in this report the length of the
HDD is approximately 1200 m.
The terrain at the entry and exit point is in approximately elevation +1m and +1.4m.
3 Field investigation
The geotechnical field investigation included 9 geotechnical borings denoted B1, B3, B4-
B6, B9, B11, B13 and B15.
The boreholes were drilled during the period 13. August – 3. September 2015 by the use
of a truck mounted drilling rig, using 6" drilling auger. The execution of three borings,
B1, B3 and B15, have been performed onshore, while the remaining boreholes have been
performed offshore from Jack-up CGJ Explorer.
The geotechnical borings were drilled to depths of 15 – 49 m below ground (m b.g.) or
sea level.
The positioning and elevation of the boreholes were performed by our technicians using
precision GPS. The locations of the boreholes are shown on the Location Plan, Encl. No.
1.10.
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During the drilling works, the thickness and depth of all strata were determined.
Furthermore, representative samples were extracted from all layers and at intervals not
exceeding 0.5m.
A total of six undisturbed samples were extracted for determination of soil density. Thin-
walled brass sample tubes used have an inner diameter of 42mm and a length of 140mm
have been used.
In-situ vane shear tests were performed at depth intervals of about 0.5m. In the gyttja
vane type V7.5 with a diameter of 75mm and a height of 150mm has been used. In the
limestone two vanes were used, type V5 and V4, having a width of 50 and 40mm and
height of 100 and 80mm respectively.
Piezometer standpipes, consisting of 25mm tubes with slots in the lower 1 m, were
installed in the onshore boreholes to allow observation of the ground water level in the
boreholes. A bentonite plug were installed above the filter to prevent surface water from
influencing the water level in the tube.
Monitoring of the water levels were performed on the 15. September 2015. The results of
the water level monitoring are also presented in Table 2 in section 6.3.
The results of the field investigation including vane tests, stratification and depth of soil
samples are shown on the borehole profiles, Encl. Nos. 1.1 – 1.9.
A legend for borehole logs is shown on Encl. No. A-1.
4 Laboratory work
A geological classification of all soil samples in the geotechnical borings has been carried
out in the laboratory.
The classification has been performed in accordance with the guidelines in the Danish
Geotechnical Society's publication "A guide to engineering geological soil description"
dated May 1995.
The lime content of the soil samples has been qualitatively evaluated by the reaction of
the samples to 10 % hydrocloric acid.
The natural water content, w, of the soil samples has been determined on all suitable
samples, according to DS/CEN ISO/TS 17892-1.
The total unit weight of soil was determined on all undisturbed samples.
The results of the above classification and laboratory testing are presented on the
borehole profiles, Enclosure Nos. 1.1 - 1.9.
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5 Levels and coordinates
All levels refer to the Danish national survey system, “Dansk Vertikal Reference 1990”
(DVR90).
The grid system used for determining coordinates for the borehole locations is "UTM32
E89".
The levels and coordinates at the boreholes are shown on the borehole profiles.
6 Subsurface and ground water conditions
6.1 General geology
The entire Mariager Fjord is a part of so-called tunnel valleys stretching to Kattegat from
Hald outside of Viborg. Around the fjord, embankments of clay till and sand till, raising
to a height of up to 100m above sea-level, are encountered. Below the late glacial and
glacial deposits, of sand till and clay till, limestone from the Danien period and the older
Cretaceous period is encountered.
After the glaciers retreated, a deep valley was left behind. In this period the valley was
not connected to the sea due to an embankment at the inlet of the fjord. As the glaciers
melted in Europe and North America the sea-level rows and at some point approximately
8500 to 7700 years ago the sea broke through the barrier and flooded the valley.
After flooding the valley the sea kept raising to approximately 4 m higher than present
day. In the fjord large amount of postglacial gyttja was deposited.
Studies of the fjord have yet to determine the extent of the postglacial deposits at some
points.
6.2 Site conditions
Based on the investigations performed, the stratigraphy and subsurface conditions at the
site have been found to be varied. In the onshore boreholes thin layers of recent and
postglacial deposits overlay limestone. In the fjord the postglacial gyttja deposits increase
in thickness.
The encountered limestone is generally known as "skrivekridt" and has a degree of
induration of H2. There can be weaker zones of H1, as well as stronger zones of H3.
The description of the subsurface conditions is divided into three parts,
› Onshore boreholes south of the fjord.
› Offshore boreholes.
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› Onshore boreholes north of the fjord.
6.2.1 Onshore boreholes south of the fjord
Borehole B15: Under 0.3m top mull, deposits of glacial clay till are found to
approximately 0.8m b. g.
Hereunder, cretaceous deposits of limestone are found to the bottom of the borehole, 15
m b. g.
6.2.2 Offshore boreholes
Borehole B4: The seabed is encountered at elevation -1.8m. Under 2.3 m postglacial
gyttja, deposits of glacial muddy to very muddy limestone are found to the bottom of the
borehole, at elevation -28.8m.
Borehole B5: The seabed is encountered at elevation -8.2m. Under 12.5 m postglacial
gyttja, deposits of glacial sandy to muddy limestone are found to the bottom of the
borehole, at elevation -35.2m.
Borehole B6: The seabed is encountered at elevation -8.3m. Hereunder postglacial
deposits of gyttja to the bottom of the borehole, at elevation -49m.
Borehole B9: The seabed is encountered at elevation -7.4 m. Hereunder postglacial
deposits of gyttja to the bottom of the borehole, at elevation -48.8m.
Borehole B11: The seabed is encountered at elevation -7.8m. Under 12.5 m postglacial
gyttja, deposits of glacial sandy to muddy limestone are found to the bottom of the
borehole, at elevation -35m.
Borehole B13: The seabed is encountered at elevation -2.1 m. Under 1.9 m postglacial
sand and gravel, deposits of glacial sandy to muddy limestone are found to the bottom of
the borehole, at elevation -34.9m.
6.2.3 Onshore boreholes north of the fjord
Borehole B1: Under 1.0 m sand fill, deposits of glacial limestone gyttja are found to the
bottom of the borehole, 15 m b. g.
Borehole B3: Under 0.6 m topsoil and sand fill, deposits of postglacial gyttja are found to
10.1 m b. g., underlain by cretaceous deposits of limestone to the bottom of the borehole,
20m b. g.
In table 1 the measured unit weight, water content and shear vane strength are presented.
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Table 1: Measured unit weight, water content and shear vane strength.
Soil type γ
(kN/m3) W [%]
cv
(kN/m2)
Gyttja
11.6-13.8 18-337 4-75
Limestone - 25-62 29-716
The variation of the measured shear vane strength can be seen in figure 1.
Figure 1: Measured shear vane strength in the Gyttja.
The shear vane strength measured in the gyttje is correlated to the undrained shear
strength, by a factor "kvinge". kvinge depends on plasticity index, and is usually assumed to
equal to 0.5 in gyttja.
6.3 Water levels
The water levels in the standpipes in the onshore boreholes were monitored as presented
in Table 2.
Table 2: Water level measurements
Bore
hole
No.
Terrain
Elevation
m
Water level
15. August 2015
Depth
m b. g.
Elev.
m
B1 +1.8 1.2 +0.6
B3 +0.3 0.4 -0.1
B15 +1.4 1.3 +0.1
The ground water table must be expected to be dependent on the time of year as well as
on precipitation.
-45,00
-40,00
-35,00
-30,00
-25,00
-20,00
-15,00
-10,00
-5,00
0,00
0,00 20,00 40,00 60,00 80,00 100,00 120,00 140,00
Ele
vation [
m]
Shear vane strength Cv [kPa]
B9
B6
B5
B11
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For a more detailed description of subsurface conditions reference is made to the borehole
profiles.
7 Execution
Excavations are expected to be performed at boreholes B1 and B15. The expected
excavation depth is up to 1.5 m b.g.
7.1 Dewatering of excavation
Excavations are expected to be conducted in limestone to a depth of or slightly below the
groundwater. It is therefore expected that dewatering can be limited to the use of regular
pumps, pump sumps and drainage ditches.
In the limestone there is a risk of waterfilled fissures. Therefore it can be neccesary to
dewater by a well point system or dewatering wells, thereby avoiding softening and
hydraulic failure of the base.
The discharge of pumped up water may - depending on the quantities of pumped water,
require permission from the municipal authorities according to Danish law
(Vandforsyningslovens § 26).
7.2 Excavations
With the assumption that the soil conditions are similar to those encountered in the
boreholes and the dewatering scheme is effective, it is expected that the dewatering of the
excavations can be carried out without special problems.
Due to the safety of workers, temporary, open pit slopes should not be steeper than
1.0:1.5 (vertical:horizontal). In case of special conditions, like water filled layers of
gravel, sand or silt, sudden thaw or loads on top of the slope, the slope should be less
inclined to prevent dangerous slippage.
Possible loose, soaked or frozen soil shall be excavated before casting of the foundations.
8 Geotechnical inspections
In connection with the excavation works, geotechnical inspections shall be conducted, as
per EC7, part 1, chapter 4.
The scope of these inspections will be detailed prior to final design.
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9 Handling of soil
According to the law of handling of soil, "Jordforureningsloven", special requirements
can be asked for handling of soil deposited outside the ground area ("matrikel").
Such requirements can have significant influence on the time schedule and the economy
of the project, and should therefore be handled as soon as possible, and before the start of
the building.
10 Geotechnical design report
A geotechnical design report, collecting the geotechnical design including basis,
parameters, calculations and results, shall be worked out see EC7, part 1, section 2.8.
The design report must include a plan for control, monitoring and maintinans.
Present geotechnical report can be used as a basis for the design report.
11 Final remarks
The extracted soil samples will be stored for a period of 3 months from the date of this
report. After this period the samples will be disposed of unless other agreement has been
made.
COWI will be available for further discussion of terms of geotechnical and foundation
issue in relation to this project.
Water content
Sounding resistance
remoulded
Shear strength,
SPT-probe, closed/open
Plastic limit
Shear strength
Plastic index
Liquid limit
Ig
Te
Gc
Pg
Lg
Postglacial
Glacial
Danian
Ct
Da
Ls
Mw
Ts
Ma
Wd
Re Recent
Topsoil
Ae
Fill
Environment :
Aeolian (wind) deposit
Landslide deposit
Meltwater deposit
Clay till
Gravel till
Sand till
Flint
Silt till
Interglacial
Cretaceous
Age :
Tertiary
Late Glacial
Solifluction soil
Washdown deposit
Freshwater deposit
Glacier deposit
Marine deposit
Gl
Water content at yield point
Weight of water in percent of solid matter
Water content at plastic limit
No. of strokes pr. 300 mm penetration
Ss
Fi
Fw
in disturbed soil
Shear strength measured with a vane test
in undisturbed soil
Shear strength measured with a vane test
Ratio between total weight and total volume
L P
gl - ka
w - w
Reaction w. hydrochoric acid: - = no lime; (+) = low content
of lime; + = limy; ++ = high content of lime
Weight loss of combustion in percent of solid matter
Location Plan
Backfill
Stand pipe
Bentonite filling
date of observation
Water level and
Sand filling
Filter
Concrete pipe
Mull
Peat
Gyttja
Fill
remainsPlant
Shells Clay
Silt
Sand
Rock
Cobbles
Gravel
DefinitionUnitSym.ParameterSignature
Definitions
300
-
%
%
%
%
%
%
%
BES
BOREHOLE LOGS
LEGEND FORData sheet
Prepared Approved
SSMO
Page 1 of 1
07.10.2014
Date
-/(+)/+/++
Rf
q
fvc
c
ka
redgl
gl
P I
P w
w
w
L
A-1
SPT sample
sample or
10 kg disturbed
Disturbed sample
Layer boundary
Undisturbed sample
Sample number3
Soil Signature
LEGEND FOR BOREHOLE LOGS
Borehole log
Geological abbreviations Stand pipe
2014.01.06
Borehole with soil sampling
kN/m³
Weight of CaCo³ in percent of solid matter
kN/m²
kN/m²
c
Insitu shear vane test
X
N
Cone Penetration Test
Standard Penetration Test
N
CPT log
qc = Cone resistance
fs or Rf
u = Pore water pressure
fs = Sleeve friction
Rf = Friction ratio
Mi Miocene
EoceneEo
Ol Oligocene
Rev. 3.0
cobbles and boulders (not apparent in boreholes).
Till deposits can be expected to contain
Unit weight
Loss on ignition
on ignition
Reduced loss
+
+
Carbonate content
Carbonate content
Y
,fs,u MPa
CPT
Cone resistance, sleeve friction resistance, pore water pressure
Friction ratio
vr
%
Chalk
Br Brackish water deposit
Checked
LNJE / DRA
N:\1531\5. Geoteknik og fundering\Signaturforklaring_bilagA1\Engelsk\Legend_A1.dgn
2015.08.13 B1MGS
1.1
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6284482 (m)X: 563797 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:13
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 1/2
Continues
-7
-6
-5
-4
-3
-2
-1
0
+1
0
1
2
3
4
5
6
7
8
9
1
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
Ts ReFILL: SAND, muldy, fine, silty, root remains,
dark brown
Ts ReFILL: SAND - -
Ma CtLIMESTONE, muddy, occasionel flint gravel
or pebbles, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, muddy, occasionel flint gravel
or pebbles, off, white
Ma CtLIMESTONE, muddy, occasionel flint gravel
or pebbles, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, muddy, very light gray
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DVR90 +1.8 m
20150915
W
Cfv
W=42.2
W=41
W=40.5
W=40.3
Cv>359
Cv>359
Cv>359
Cv>359
2015.08.13 B1MGS
1.1
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6284482 (m)X: 563797 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:13
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 2/2
Continued
-14
-13
-12
-11
-10
-9
-8
9
10
11
12
13
14
15
++
++
++
++
++
++
++
++
++
++
++
++
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
19
20
21
22
23
24
25
26
27
28
29
30W
Cfv
Crv
Crv
W=40.3
Cv>359
Cv>359
Cfv=561kPa
Cv>702
Cv>702
Cfv=631kPa
Cv>702
Cfv=449kPa
Cfv=407kPa
2015.08.27 B3SNC
1.2
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6284314 (m)X: 563826 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:22
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 1/3
Continues
-8
-7
-6
-5
-4
-3
-2
-1
0
0
1
2
3
4
5
6
7
8
9
1
-
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
Ts ReTOPSOIL, peaty, plant remains, dark brown
Ts ReFILL: SAND, fine - coarse, gravelly, pebbley,
peat lenses, gyttja lenses, limestone
fragment, plant remains
Br PgGYTTJA, very sandy, silty, shell remains,
olive grey
Br PgGYTTJA, slightly sandy, silty, w. shells, olive
grey
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA, slightly sandy, plenty of shells,
plant remains, olive grey
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA, sandy, pebbley, plenty of shells,
plant remains, olive grey
Br PgGYTTJA - -
Br PgGYTTJA - -
Ma PgSAND, fine - medium, sligthly gravelly, w.
shells, few gyttja layers
Br PgGYTTJA, very sandy, silty, clayey, w. shells,
plant remains, grey - brown
Br PgGYTTJA, clayey, silty, slightly sandy, shell
remains, olive
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DVR90 +0.3 m
20150915
Cfv W=262.8
W=92.8
W=108.6
W=83.7
W=59.2
W=85.6
W=69.5
W=60
W=62.2
W=120.7
W=45.7
W=73.7
W=54.8
W=52.2
W=41.5
W=50.9
2015.08.27 B3SNC
1.2
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6284314 (m)X: 563826 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:22
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 2/3
Continues
Continued
-17
-16
-15
-14
-13
-12
-11
-10
-9
9
10
11
12
13
14
15
16
17
18
+
+
-
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
Br PgGYTTJA - -
Br PgGYTTJA, sandy, clayey, many shell remains,
plant remains, olive grey
Fe PgPEAT, slightly sandy, plant remains, dark
brown
Fe/
Ma
Pg/
Ct
LIMESTONE: GYTTJA, sandy, gravelly, few
stones, pieces of limstone, slightly muddy
Ma CtLIMESTONE, sandy, muddy, slightly
gravelly, few stones, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, very muddy, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
Crv
W=50.9
W=52.9
W=59.5
W=55.6
W=41.9
Cv>359
Cfv=716kPa
Cv>702
Cfv=659kPa
Cv>702
Cfv=575kPa
Cv>702
2015.08.27 B3SNC
1.2
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6284314 (m)X: 563826 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:22
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 3/3
Continued
-20
-19
-18
18
19
20
++
++
++
++
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
39
40
41
42W
Cv>702
Cv>702
Cv>702
2015.08.27 B4MGS
1.3
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6284143 (m)X: 563934 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:38
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 1/4
Continues
-8
-7
-6
-5
-4
-3
-2
-1
0
0
1
2
3
4
5
6
7
8
9
++
++
++
++
++
++
++
++
++
++
++
++
++
water
Fe PgGYTTJA, with shells, plant remains, olive
grey
Fe PgGYTTJA - -
Fe PgGYTTJA, with shells, plant remains, pieces of
limestone, olive grey, grey
Fe PgGYTTJA - -
Ma CtLIMESTONE, muddy, few stripes of sand,
few stones, grey white
Ma CtLIMESTONE - -
Ma CtLIMESTONE, sandy, muddy, grey white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, sandy, very muddy, grey white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
1
2
3
4
5
6
7
8
9
10
11
12
13
14
DVR90 +0.2 m
Cfv
W=77.7
W=73.5
2015.08.27 B4MGS
1.3
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6284143 (m)X: 563934 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:38
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 2/4
Continues
Continued
-17
-16
-15
-14
-13
-12
-11
-10
-9
9
10
11
12
13
14
15
16
17
18
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, sandy, muddy, grey white
Ma CtLIMESTONE, sandy, very muddy, grey white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, sandy, muddy, grey white
Ma CtLIMESTONE, sandy, very muddy, grey white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
Cv>359
Cv>359
2015.08.27 B4MGS
1.3
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6284143 (m)X: 563934 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:38
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 3/4
Continues
Continued
-26
-25
-24
-23
-22
-21
-20
-19
-18
18
19
20
21
22
23
24
25
26
27
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
Crv
Crv
Cv>359
Cv>359
Cfv=407kPa
Cfv=589kPa
Cv>702
Cv>702
Cfv=407kPa
Cfv=673kPa
Cv>702
Cfv=435kPa
Cfv=547kPa
2015.08.27 B4MGS
1.3
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6284143 (m)X: 563934 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:38
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 4/4
Continued
-31
-30
-29
-28
-27
27
28
29
30
31
++
++
++
++
++
++
++
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
50
51
52
53
54
55
56
W
Crv
Cfv=547kPa
Cfv=422kPa
2015.08.31 B5ALCH
1.4
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283980 (m)X: 563904 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:58
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 1/4
Continues
-8
-7
-6
-5
-4
-3
-2
-1
0
0
1
2
3
4
5
6
7
8
9
+
+
water
Br PgGYTTJA, slightly sandy, very silty, occasionel
shell fragments, highly organic, plant
remains, very dark olive brown
Br PgGYTTJA - -
1
2
DVR90 +0.2 m
W=64.2
W=175.1
2015.08.31 B5ALCH
1.4
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283980 (m)X: 563904 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:58
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 2/4
Continues
Continued
-17
-16
-15
-14
-13
-12
-11
-10
-9
9
10
11
12
13
14
15
16
17
18
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA, lightly sandy, very silty, occasionel
shell fragments, plant remains, dark olive
brown
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA, slightly silty, clayey, occasionel
shell fragments, olive brown
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Cfv
W=145.2
W=161.1
W=268.5
W=337.2
W=182.3
W=175.8
W=248.3
W=306.3
W=173.4
W=189.2
W=125.5
W=123.6
W=103
W=129
W=117.6
W=158.3
W=143.4
W=137.9
2015.08.31 B5ALCH
1.4
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283980 (m)X: 563904 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:58
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 3/4
Continues
Continued
-26
-25
-24
-23
-22
-21
-20
-19
-18
18
19
20
21
22
23
24
25
26
27
+
+
+
+
+
++
++
++
++
++
++
++
++
++
++
++
++
++
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br/
Ma
Pg/
Ct
LIMESTONE, sandy, (gravelly), occasionel
flint gravel or pebble, off white, olive brown
Ma CtLIMESTONE, coarse sandy, granular
consistense, apperense brocken, occasionel
flint or pebble, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, mainly muddy, occasionel flint
gravel or pebble, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
W=128.9
W=130.4
W=122.1
W=199.2
W=146.9
W=41.4
W=40.2
W=41.4
W=50.5
W=42.7
W=46.6
Cv>107
2015.08.31 B5ALCH
1.4
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283980 (m)X: 563904 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:58
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 4/4
Continued
-35
-34
-33
-32
-31
-30
-29
-28
-27
27
28
29
30
31
32
33
34
35
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54W
CfvCrv
W=41.6
2015.09.01 B6MGS
1.5
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283815 (m)X: 563990 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 1/6
Continues
-8
-7
-6
-5
-4
-3
-2
-1
00
1
2
3
4
5
6
7
8
9
+
water
Br PgGYTTJA, slightly sandy, very silty, clayey,
very soft, containes shell fragments, plant
remains, sulphor smell
1
DVR90 +0.2 m
W=194.2
2015.09.01 B6MGS
1.5
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283815 (m)X: 563990 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 2/6
Continues
Continued
-17
-16
-15
-14
-13
-12
-11
-10
-99
10
11
12
13
14
15
16
17
18
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
remains, sulphor smell
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA, slightly sandy, very silty, clayey,
contains shell fragments, very soft, olive
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
W=206.6
W=172.9
W=316.8
W=289.3
W=288.7
W=184.9
W=213.8
W=207.5
W=187.1
W=197.2
W=212.3
W=221.6
W=150.5
W=145.2
W=144.6
W=140.9
W=45.7
W=129
2015.09.01 B6MGS
1.5
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283815 (m)X: 563990 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 3/6
Continues
Continued
-26
-25
-24
-23
-22
-21
-20
-19
-18
18
19
20
21
22
23
24
25
26
27
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
W=141.6
W=133.2
W=119.7
W=122.1
W=124
W=122.4
W=110.1
W=125.4
W=96.7
W=105.2
W=89.6
W=109.2
W=111.8
W=122.7
W=100.9
W=104.8
W=112
W=113.4
Cv>31
2015.09.01 B6MGS
1.5
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283815 (m)X: 563990 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 4/6
Continues
Continued
-35
-34
-33
-32
-31
-30
-29
-28
-27
27
28
29
30
31
32
33
34
35
36
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
W=112.1
W=112.3
W=112.6
W=114.7
W=108.9
W=108.6
W=111.9
W=109.4
W=103.9
W=105.6
W=124.1
W=128.5
W=111.9
W=108.4
W=110.8
W=109.5
W=107.8
W=106
Cv>107
2015.09.01 B6MGS
1.5
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283815 (m)X: 563990 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 5/6
Continues
Continued
-44
-43
-42
-41
-40
-39
-38
-37
-36
36
37
38
39
40
41
42
43
44
45
+
+
+
+
+
+
+
+
+
+
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
56
57
58
59
60
61
62
63
64
65
66
67
68
69
CfvCrv
W=97.1
W=107.1
W=99.1
W=98.6
W=93.2
W=94.3
W=102.2
W=97.9
W=101
W=95
W=96.4
W=94.5
W=88.2
W=89.4
2015.09.01 B6MGS
1.5
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283815 (m)X: 563990 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 6/6
Continued
-49
-48
-47
-46
-45
45
46
47
48
49
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
70
71
72
73
W=119
W=105.7
W=117.9
W=116.8
2015.09.03 B9MGS
1.6
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283631 (m)X: 563986 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 1/6
Continues
-9
-8
-7
-6
-5
-4
-3
-2
-1
00
1
2
3
4
5
6
7
8
9
+
+
+
water
Br PgGYTTJA, slightly sandy, very silty, clayey,
very soft, contains shell fragments, plant
remains, sulphor smell, very dark brown
Br PgGYTTJA - -
Br PgGYTTJA - -
1
2
3
DVR90 +0.0 m
W=303.2
W=299.3
W=325.3
2015.09.03 B9MGS
1.6
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283631 (m)X: 563986 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 2/6
Continues
Continued
-18
-17
-16
-15
-14
-13
-12
-11
-10
-99
10
11
12
13
14
15
16
17
18
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA, slightly sandy, very silty, clayey,
contains shell fragments, very soft, olive
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
γ
γ
W=300.8
W=284.7
W=302.6
W=304.5
W=181.6
W=199.1
W=202.1
W=212.3
W=200.9
W=209.8
W=227
W=243.5
W=163.2
W=174.7
W=164.8
W=148.7
W=143.3
W=149.5
2015.09.03 B9MGS
1.6
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283631 (m)X: 563986 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 3/6
Continues
Continued
-27
-26
-25
-24
-23
-22
-21
-20
-19
-1818
19
20
21
22
23
24
25
26
27
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
γ
γ
W=142.2
W=153.1
W=147.9
W=130.3
W=142.9
W=134.5
W=102.7
W=99.7
W=92.2
W=95.3
W=130.1
W=138.2
W=146.2
W=127.6
W=123.9
W=112.2
W=128.2
W=119.7
Cv>31
2015.09.03 B9MGS
1.6
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283631 (m)X: 563986 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 4/6
Continues
Continued
-36
-35
-34
-33
-32
-31
-30
-29
-28
-2727
28
29
30
31
32
33
34
35
36
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
γ
γ
W=128.8
W=116.5
W=112.7
W=111.8
W=120.8
W=119.9
W=124.4
W=125.8
W=121.1
W=114.8
W=130.1
W=123.9
W=112.3
W=114.7
W=110.2
W=110.8
W=104.9
W=99.3
2015.09.03 B9MGS
1.6
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283631 (m)X: 563986 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 5/6
Continues
Continued
-45
-44
-43
-42
-41
-40
-39
-38
-37
-3636
37
38
39
40
41
42
43
44
45
+
+
+
+
+
+
+
+
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA, slightly sandy, very silty, clayey,
occasionel shell fragments, stained very
dark grey, olive
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
58
59
60
61
62
63
64
65
66
67
68
69
CfvCrv
γ
W=104.5
W=97.9
W=104.3
W=101.5
W=102
W=105.5
W=96.3
W=92.9
W=87.3
W=95.7
W=75.9
W=96.5
2015.09.03 B9MGS
1.6
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283631 (m)X: 563986 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 6/6
Continued
-49
-48
-47
-46
-4545
46
47
48
49
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
70
71
72
73
W=95
W=90.7
W=84.9
W=80.1
2015.08.25 B11ALCH
1.7
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283465 (m)X: 564052 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:10:29
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 1/5
Continues
-9
-8
-7
-6
-5
-4
-3
-2
-1
00
1
2
3
4
5
6
7
8
9
+
+
water
Br PgGYTTJA, highly organic, shell fragments,
sulporic smell, very dark grey
Br PgGYTTJA - -
1
2
DVR90 +0.0 m
W=99.8
W=150
2015.08.25 B11ALCH
1.7
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283465 (m)X: 564052 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:10:29
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 2/5
Continues
Continued
-18
-17
-16
-15
-14
-13
-12
-11
-10
-99
10
11
12
13
14
15
16
17
18
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA, highly organic, shell fragments,
veak sulphoric smell, very dark grey
Br PgGYTTJA - -
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
W=181.8
W=163.6
W=207.9
W=234.4
W=201.6
W=241.5
W=254.8
W=269.1
W=255.4
W=240.1
W=234.9
W=199.3
W=192
W=224
W=233.9
W=189.5
W=237.6
W=219.5
2015.08.25 B11ALCH
1.7
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283465 (m)X: 564052 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:10:29
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 3/5
Continues
Continued
-27
-26
-25
-24
-23
-22
-21
-20
-19
-1818
19
20
21
22
23
24
25
26
27
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA, highly organic, shell fragments,
dark olive grey
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
W=160
W=164
W=155.1
W=172.9
W=180.8
W=129.2
W=112.3
W=125.3
W=112.4
W=111.2
W=129.4
W=131
W=150.6
W=124.4
W=149.5
W=138.8
W=150.2
2015.08.25 B11ALCH
1.7
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283465 (m)X: 564052 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:10:29
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 4/5
Continues
Continued
-36
-35
-34
-33
-32
-31
-30
-29
-28
-2727
28
29
30
31
32
33
34
35
36
+
+
+
+
+
+
+
+
+
++
++
++
++
++
++
++
++
++
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Br PgGYTTJA - -
Ma CtLIMESTONE, sandy, appers sandy granular,
off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
W=132.4
W=139
W=146.8
W=137
W=150.3
W=128.3
W=139.2
W=127.7
W=126.2
W=57.9
W=62.5
W=52.1
W=62.2
W=55.8
W=53.5
W=49.2
W=47
W=49.5
2015.08.25 B11ALCH
1.7
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283465 (m)X: 564052 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:10:29
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 5/5
Continued
-42
-41
-40
-39
-38
-37
-3636
37
38
39
40
41
42
++
++
++
++
++
++
++
++
++
++
++
++
Ma CtLIMESTONE, muddy, appers as coarse sandy
and gravelly, fragment rounded, flattend, a
like beach gravel, contains flint, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, sandy, muddy, appears partly
granular, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, muddy, appers as coarse sandy
and gravelly, fragment rounded, flattend, a
like beach gravel, contains flint, off white
Ma CtLIMESTONE, muddy, occasionel flint, off
white
Ma CtLIMESTONE, sandy, muddy, appears partly
granular, off white
Ma CtLIMESTONE - -
57
58
59
60
61
62
63
64
65
66
67
68W
CfvCrv
W=40.7
W=41
W=48.5
W=46.5
W=42.9
W=46.8
W=45.1
2015.08.24 B13MGS
1.8
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283558 (m)X: 564090 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:07:40
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 1/4
Continues
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
8
9
++
++
++
++
++
++
++
++
++
++
++
++
++
++
water
Ma PgSAND, fine - coarse, grained, slightly
gravelly, contains limestone with shell
fragments, light grey
Ma PgGRAVEL, pebbley, partly coarse sand,
contains shell fragments, mainly limestone
gravel or pebble, flattend and rounded, off
white, light grey
Ma PgGRAVEL, pebbley, slightly coarse sand,
contains shell fragments, mainly limestone
gravel or pebble, flattend and rounded, off
white, light grey
Ma PgGRAVEL - -
Ma CtLIMESTONE, sandy, muddy, shell fragments,
coarse clastic sandy, ligtht grey
Ma CtLIMESTONE, fractured, partly muddy,
occasionel flint gravel or pebble, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, sandy, muddy, occasionel
gravel or pebble, occasionel stained
yellowbrown, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
1
2
3
4
5
6
7
8
9
10
11
12
13
14
DVR90 -0.1 m
W
Cfv
2015.08.24 B13MGS
1.8
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283558 (m)X: 564090 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:07:40
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 2/4
Continues
Continued
-18
-17
-16
-15
-14
-13
-12
-11
-10
9
10
11
12
13
14
15
16
17
18
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
Cv>107
Cv>107
Cv>107
Cv>359
2015.08.24 B13MGS
1.8
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283558 (m)X: 564090 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:07:40
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 3/4
Continues
Continued
-27
-26
-25
-24
-23
-22
-21
-20
-19
18
19
20
21
22
23
24
25
26
27
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
Crv
Cv>359
Cv>359
Cv>702
Cfv=561kPa
Cv>702
Cfv=449kPa
Cfv=505kPa
2015.08.24 B13MGS
1.8
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283558 (m)X: 564090 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:07:40
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 4/4
Continued
-36
-35
-34
-33
-32
-31
-30
-29
-28
27
28
29
30
31
32
33
34
35
36
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67W
Crv
Cfv=561kPa
Cfv=435kPa
Cfv=421kPa
Cfv=589kPa
Cfv=603kPa
Cv>702
Cfv=561kPa
Cfv=589kPa
Cfv=603kPa
Cfv=519kPa
Cfv=702kPa
Cfv=673kPa
2015.08.17 B15MCSK
1.9
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283051 (m)X: 564130 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:08:03
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 1/2
Continues
-7
-6
-5
-4
-3
-2
-1
0
+1
0
1
2
3
4
5
6
7
8
9
1
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
++
TOPSOIL, according to driller
Gl GcCLAY TILL, very sandy, silty, gravelly, very
calcereus, brown - white
Ma/
Gl
Ct/
Gc
LIMESTONE, blocky, partly clay till, with
flint, brown white
Ma/
Gl
Ct/
Gc
LIMESTONE - -
Ma CtLIMESTONE, muddy, occasionel flint gravel,
off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, muddy, occasionel flint gravel
or pebbles, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, muddy, occasionel flint gravel,
off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DVR90 +1.4 m
20150915
W
Cfv
Cfv
Cfv=463kPa
Cfv=477kPa
Cfv=575kPa
Cfv=631kPa
Cfv=463kPa
Cfv=519kPa
2015.08.17 B15MCSK
1.9
MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002
2015.09.24KRLRHJT
KMCH
Boring with casing
Y: 6283051 (m)X: 564130 (m)
UTM32E89
GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:08:03
KRLR
Level
(m)
Depth
(m)
10 20 30 W (%)
100 200 300 Cfv, Crv (kPa)
12 16 20 γ (kN/m³)
2 4 6 Glr. (%)
Method:Coordinate System: Location plan:
Profile
Job:
Drilled by: Date: Geologist: Synonym: Boring:
Executed by: Checked by: Approved by: Date: Encl. No.:
Test Results Geological Description
Ge
olo
gy
Sa
mp
le
No
.
En
v.
Ag
e
Fro
st
Ch
alk
P. 2/2
Continued
-14
-13
-12
-11
-10
-9
-8
9
10
11
12
13
14
15
++
++
++
++
++
++
++
++
++
++
++
++
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE, muddy, occasionel flint gravel
or pebbles, off white
Ma CtLIMESTONE, muddy, off white
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
Ma CtLIMESTONE - -
19
20
21
22
23
24
25
26
27
28
29
30W
Crv
Crv
W=43.6
Cv>702
Cv>702
Cv>702
Cfv=463kPa
Cfv=575kPa
Cv>702 Stone
Cv>702
Cv>702
Cv>702
Cfv=533kPa
Cv>702