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
OKTOBER 2015 MARIAGERFJORD VAND A/S
MARIAGER FJORD, HDD SITE INVESTIGATION DATA REPORT NO. 1
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
cowi.com
MARIAGER FJORD, HDD SITE INVESTIGATION
3
Contents 1
Purpose of the investigation
5
2
Project
5
3
Field investigation
5
4
Laboratory work
6
5
Levels and coordinates
7
6 6.1 6.2 6.3
Subsurface and ground water conditions General geology Site conditions Water levels
7 7 7 9
7 7.1 7.2
Execution Dewatering of excavation Excavations
10 10 10
8
Geotechnical inspections
10
9
Handling of soil
11
10
Geotechnical design report
11
11
Final remarks
11
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MARIAGER FJORD, HDD SITE INVESTIGATION
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Enclosures Legend for borehole logs Borehole Borehole Borehole Borehole Borehole Borehole Borehole Borehole Borehole
profile, profile, profile, profile, profile, profile, profile, profile, profile,
borehole borehole borehole borehole borehole borehole borehole borehole borehole
A-1 B1 B3 B4 B5 B6 B9 B11 B13 B15
1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9
Site plan
1.10
Cross Section
1.11
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MARIAGER FJORD, HDD SITE INVESTIGATION
1
5
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, B4B6, 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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MARIAGER FJORD, HDD SITE INVESTIGATION
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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. Thinwalled 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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MARIAGER FJORD, HDD SITE INVESTIGATION
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7
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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MARIAGER FJORD, HDD SITE INVESTIGATION
›
8
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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MARIAGER FJORD, HDD SITE INVESTIGATION
Table 1:
9
Measured unit weight, water content and shear vane strength. Soil type Gyttja
γ (kN/m3)
W [%]
cv (kN/m2)
11.6-13.8
18-337
4-75
-
25-62
29-716
Limestone
The variation of the measured shear vane strength can be seen in figure 1. 0,00 0,00 -5,00
20,00
40,00
60,00
80,00 100,00 120,00 140,00
Elevation [m]
-10,00 -15,00 B9
-20,00
B6
-25,00
B5
-30,00
B11
-35,00 -40,00 -45,00
Shear vane strength Cv [kPa]
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
B1
Water level 15. August 2015 Depth m b. g.
Elev. m
+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.
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MARIAGER FJORD, HDD SITE INVESTIGATION
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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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MARIAGER FJORD, HDD SITE INVESTIGATION
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11
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.
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LEGEND FOR BOREHOLE LOGS Location Plan
Soil Signature
Borehole log
Borehole with soil sampling Cobbles
Fill
Chalk Limestone Cone Penetration Test 3
Sample number
Insitu shear vane test Undisturbed sample Standard Penetration Test Layer boundary Gravel
Mull
Flint
CPT log Disturbed sample qc = Cone resistance
10 kg disturbed sample or SPT sample
fs = Sleeve friction fs or Rf Rf = Friction ratio Peat
Sand
Clay till
u = Pore water pressure
Geological abbreviations
Stand pipe
Environment :
Gyttja
Silt
Fw
Freshwater deposit
Ss
Solifluction soil
Fi
Fill
Gl
Glacier deposit
Ma
Marine deposit
Wd
Washdown deposit
Water level and date of observation
Ts
Topsoil
Backfill
Ls
Landslide deposit
Mw
Meltwater deposit
Ae
Aeolian (wind) deposit
Br
Brackish water deposit
Silt till Concrete pipe
2014.01.06
Clay
Shells
Sand till
Stand pipe
Bentonite filling
Age :
Rock
Plant remains
Gravel till
Till deposits can be expected to contain cobbles and boulders (not apparent in boreholes).
Re
Recent
Pg
Postglacial
Lg
Late Glacial
Gc
Glacial
Ig
Interglacial
Te
Tertiary
Ct
Cretaceous
Da
Danian
Mi
Miocene
Eo
Eocene
Ol
Oligocene
Sand filling
Filter
Definitions Signature
Parameter
Sym. Unit
Definition
Water content
w
%
Weight of water in percent of solid matter
Liquid limit
w L
%
Water content at yield point
Plastic limit
w P
%
Water content at plastic limit
Plastic index
I P
%
w -w L P
X
Unit weight
Y
kN/m³
+
Loss on ignition
gl
%
Weight loss of combustion in percent of solid matter
+
Reduced loss on ignition
glred
%
gl - ka
Carbonate content
ka
%
Weight of CaCo³ in percent of solid matter
-
Reaction w. hydrochoric acid: - = no lime; (+) = low content of lime; + = limy; ++ = high content of lime
-/(+)/+/++
Carbonate content
Shear strength Shear strength, remoulded
Ratio between total weight and total volume
c fv
kN/m²
Shear strength measured with a vane test in undisturbed soil
c vr
kN/m²
Shear strength measured with a vane test in disturbed soil
q ,f ,u c s
MPa
Cone resistance, sleeve friction resistance, pore water pressure
CPT
Sounding resistance SPT-probe, closed/open
Rf
%
N
N300
Friction ratio
No. of strokes pr. 300 mm penetration
Date
Prepared
Checked
Approved
07.10.2014
LNJE / DRA
BES
SSMO
Rev.
LEGEND FOR BOREHOLE LOGS N:\1531\5. Geoteknik og fundering\Signaturforklaring_bilagA1\Engelsk\Legend_A1.dgn
3.0
Page
Data sheet
1 of 1
A-1
DVR90 +1.8 m
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
1
0 W
1 FILL: SAND, muldy, fine, silty, root remains,
Ts
Re
Ts
Re
Ma
Ct
++
dark brown
+1 2 FILL: SAND
1 Cfv
-
-
20150915
3 LIMESTONE, muddy, occasionel flint gravel or pebbles, off white
0 2
W=42.2
4 LIMESTONE
-
-
Ma
Ct
++
5 LIMESTONE
-
-
Ma
Ct
++
Ma
Ct
++
Ma
Ct
++
-1 3
6 LIMESTONE, muddy, occasionel flint gravel
W=41
or pebbles, off, white
7 LIMESTONE, muddy, occasionel flint gravel or pebbles, off white
-2 4
8 LIMESTONE
-
-
Ma
Ct
++
9 LIMESTONE
-
-
Ma
Ct
++
10 LIMESTONE
-
-
Ma
Ct
++
11 LIMESTONE
-
-
Ma
Ct
++
12 LIMESTONE
-
-
Ma
Ct
++
13 LIMESTONE
-
-
Ma
Ct
++
14 LIMESTONE
-
-
Ma
Ct
++
15 LIMESTONE
-
-
Ma
Ct
++
16 LIMESTONE
-
-
Ma
Ct
++
17 LIMESTONE
-
-
Ma
Ct
++
Ma
Ct
++
Cv>359
-3 5
-4 6
W=40.5 Cv>359
-5 7 Cv>359
-6 8 Cv>359
-7 9
W=40.3
18 LIMESTONE, muddy, very light gray Continues
10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563797 (m)
Job:
A073020-002
Location plan:
Y: 6284482 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.08.13
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B1 1.1
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:13
P. 1/2
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
9
W=40.3 Cv>359
Cv>359
19 LIMESTONE
-
-
Ma
Ct
++
20 LIMESTONE
-
-
Ma
Ct
++
21 LIMESTONE
-
-
Ma
Ct
++
22 LIMESTONE
-
-
Ma
Ct
++
23 LIMESTONE
-
-
Ma
Ct
++
24 LIMESTONE
-
-
Ma
Ct
++
25 LIMESTONE
-
-
Ma
Ct
++
26 LIMESTONE
-
-
Ma
Ct
++
27 LIMESTONE
-
-
Ma
Ct
++
28 LIMESTONE
-
-
Ma
Ct
++
29 LIMESTONE
-
-
Ma
Ct
++
30 LIMESTONE
-
-
Ma
Ct
++
-8
10 Crv Cfv=561kPa
Cv>702
-9
11 Cv>702
Cfv=631kPa
-10
12 Cv>702
Cfv=449kPa
-11
13 Cfv=407kPa
-12
14
Cfv
Crv
15
-13
W
-14
10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563797 (m)
Job:
A073020-002
Location plan:
Y: 6284482 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.08.13
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B1 1.1
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:13
P. 2/2
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
DVR90 +0.3 m 1
0 Cfv
W=262.8 20150915
0
1 TOPSOIL, peaty, plant remains, dark brown
Ts
Re
-
2 FILL: SAND, fine - coarse, gravelly, pebbley,
Ts
Re
+
Br
Pg
+
Br
Pg
+
peat lenses, gyttja lenses, limestone fragment, plant remains
3 GYTTJA, very sandy, silty, shell remains,
1
olive grey
-1 W=92.8
4 GYTTJA, slightly sandy, silty, w. shells, olive grey
2
5 GYTTJA
-
-
Br
Pg
+
W=83.7
6 GYTTJA
-
-
Br
Pg
+
W=59.2
7 GYTTJA, slightly sandy, plenty of shells,
Br
Pg
+
W=108.6
-2
3
plant remains, olive grey
-3
4
W=85.6
8 GYTTJA
-
-
Br
Pg
+
W=69.5
9 GYTTJA
-
-
Br
Pg
+
10 GYTTJA
-
-
Br
Pg
+
Br
Pg
+
-4 W=60
5
11 GYTTJA, sandy, pebbley, plenty of shells,
W=62.2
plant remains, olive grey
-5
6
W=120.7
-6 W=45.7
12 GYTTJA
-
-
Br
Pg
+
13 GYTTJA
-
-
Br
Pg
+
Ma
Pg
+
Br
Pg
+
Br
Pg
+
14 SAND, fine - medium, sligthly gravelly, w. shells, few gyttja layers
7
15 GYTTJA, very sandy, silty, clayey, w. shells,
W=73.7
plant remains, grey - brown
-7 W=54.8
16 GYTTJA, clayey, silty, slightly sandy, shell remains, olive
8
17 GYTTJA
-
-
Br
Pg
+
W=41.5
18 GYTTJA
-
-
Br
Pg
+
W=50.9
19 GYTTJA
-
-
Br
Pg
+
W=52.2
-8
9
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563826 (m)
Job:
A073020-002
Location plan:
Y: 6284314 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: SNC
Date: 2015.08.27
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B3 1.2
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:22
P. 1/3
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
9
W=50.9
-9
10
W=52.9
20 GYTTJA
W=59.5
21 GYTTJA, sandy, clayey, many shell remains, 22 plant remains, olive grey
W=55.6
-
-
PEAT, slightly sandy, plant remains, dark brown
-10
23 LIMESTONE: GYTTJA, sandy, gravelly, few stones, pieces of limstone, slightly muddy
24 LIMESTONE, sandy, muddy, slightly
11
Br
Pg
+
Br
Pg
Fe
Pg
+ -
Fe/ Pg/ Ma Ct
++
Ma
Ct
++
gravelly, few stones, off white -11
12
25 LIMESTONE
-
-
Ma
Ct
++
26 LIMESTONE
-
-
Ma
Ct
++
27 LIMESTONE
-
-
Ma
Ct
++
28 LIMESTONE
-
-
Ma
Ct
++
29 LIMESTONE
-
-
Ma
Ct
++
30 LIMESTONE
-
-
Ma
Ct
++
31 LIMESTONE, very muddy, off white
Ma
Ct
++
32 LIMESTONE
-
-
Ma
Ct
++
33 LIMESTONE
-
-
Ma
Ct
++
34 LIMESTONE
-
-
Ma
Ct
++
35 LIMESTONE
-
-
Ma
Ct
++
36 LIMESTONE
-
-
Ma
Ct
++
37 LIMESTONE
-
-
Ma
Ct
++
38 LIMESTONE
-
-
Ma
Ct
++
-12
13 -13
14
W=41.9
-14 Cv>359
15 Cfv=716kPa
-15
Cv>702
16 Cfv=659kPa
-16
Cv>702
17 Cfv=575kPa
Crv
-17
Cv>702
18
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563826 (m)
Job:
A073020-002
Location plan:
Y: 6284314 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: SNC
Date: 2015.08.27
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B3 1.2
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:22
P. 2/3
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
18 Cv>702
-18
19 Cv>702
39 LIMESTONE
-
-
Ma
Ct
++
40 LIMESTONE
-
-
Ma
Ct
++
41 LIMESTONE
-
-
Ma
Ct
++
42 LIMESTONE
-
-
Ma
Ct
++
-19
Cv>702
20
W -20
10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563826 (m)
Job:
A073020-002
Location plan:
Y: 6284314 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: SNC
Date: 2015.08.27
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B3 1.2
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:22
P. 3/3
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
DVR90 +0.2 m 0 0
water
1 -1
2 -2 1 GYTTJA, with shells, plant remains, olive
W=77.7
Fe
Pg
++
Fe
Pg
++
Fe
Pg
++
Fe
Pg
++
Ma
Ct
++
Ma
Ct
++
7 LIMESTONE, sandy, muddy, grey white
Ma
Ct
++
8 LIMESTONE
-
-
Ma
Ct
++
9 LIMESTONE
-
-
Ma
Ct
++
10 LIMESTONE, sandy, very muddy, grey white
Ma
Ct
++
11 LIMESTONE
-
-
Ma
Ct
++
12 LIMESTONE
-
-
Ma
Ct
++
13 LIMESTONE
-
-
Ma
Ct
++
14 LIMESTONE
-
-
Ma
Ct
grey
3
2 GYTTJA
W=73.5
-
-
-3
Cfv
3 GYTTJA, with shells, plant remains, pieces of limestone, olive grey, grey
4
4 GYTTJA
-
-
-4 5 LIMESTONE, muddy, few stripes of sand, few stones, grey white
5
6 LIMESTONE
-
-
-5
6 -6
7 -7
8 -8
9
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563934 (m)
Job:
A073020-002
Location plan:
Y: 6284143 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.08.27
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B4 1.3
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:38
P. 1/4
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
9
14 LIMESTONE
-
-
Ma
Ct
++
15 LIMESTONE
-
-
Ma
Ct
++
16 LIMESTONE
-
-
Ma
Ct
++
17 LIMESTONE, sandy, muddy, grey white
Ma
Ct
++
18 LIMESTONE, sandy, very muddy, grey white
Ma
Ct
++
19 LIMESTONE
-
-
Ma
Ct
++
20 LIMESTONE
-
-
Ma
Ct
++
21 LIMESTONE
-
-
Ma
Ct
++
22 LIMESTONE
-
-
Ma
Ct
++
23 LIMESTONE
-
-
Ma
Ct
++
24 LIMESTONE, sandy, muddy, grey white
Ma
Ct
++
25 LIMESTONE, sandy, very muddy, grey white
Ma
Ct
++
26 LIMESTONE
-
-
Ma
Ct
++
27 LIMESTONE
-
-
Ma
Ct
++
28 LIMESTONE
-
-
Ma
Ct
++
29 LIMESTONE
-
-
Ma
Ct
++
30 LIMESTONE
-
-
Ma
Ct
++
31 LIMESTONE
-
-
Ma
Ct
++
32 LIMESTONE
-
-
Ma
Ct
-9
10 -10
11 -11
12 -12
13 -13
14 -14
15 -15
16 -16
Cv>359
17 -17 Cv>359
18
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563934 (m)
Job:
A073020-002
Location plan:
Y: 6284143 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.08.27
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B4 1.3
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:38
P. 2/4
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
18
32 LIMESTONE
-
-
Ma
Ct
++
33 LIMESTONE
-
-
Ma
Ct
++
34 LIMESTONE
-
-
Ma
Ct
++
35 LIMESTONE
-
-
Ma
Ct
++
36 LIMESTONE
-
-
Ma
Ct
++
37 LIMESTONE
-
-
Ma
Ct
++
38 LIMESTONE
-
-
Ma
Ct
++
39 LIMESTONE
-
-
Ma
Ct
++
40 LIMESTONE
-
-
Ma
Ct
++
41 LIMESTONE
-
-
Ma
Ct
++
42 LIMESTONE
-
-
Ma
Ct
++
43 LIMESTONE
-
-
Ma
Ct
++
44 LIMESTONE
-
-
Ma
Ct
++
45 LIMESTONE
-
-
Ma
Ct
++
46 LIMESTONE
-
-
Ma
Ct
++
47 LIMESTONE
-
-
Ma
Ct
++
48 LIMESTONE
-
-
Ma
Ct
++
49 LIMESTONE
-
-
Ma
Ct
++
50 LIMESTONE
-
-
Ma
Ct
-18
19 -19
20 -20 Cv>359
Cv>359
21 -21
Crv Cfv=407kPa
22 -22 Cfv=589kPa
Cv>702
23 -23 Cv>702
Cfv=407kPa
24 -24
Cfv=673kPa
25 -25 Cv>702
26 -26
Crv Cfv=435kPa
Cfv=547kPa
27
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563934 (m)
Job:
A073020-002
Location plan:
Y: 6284143 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.08.27
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B4 1.3
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:38
P. 3/4
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
27
50 LIMESTONE
-
-
Ma
Ct
++
51 LIMESTONE
-
-
Ma
Ct
++
52 LIMESTONE
-
-
Ma
Ct
++
53 LIMESTONE
-
-
Ma
Ct
++
54 LIMESTONE
-
-
Ma
Ct
++
55 LIMESTONE
-
-
Ma
Ct
++
56 LIMESTONE
-
-
Ma
Ct
++
-27 Cfv=547kPa
28 -28
29 -29 Cfv=422kPa
Crv W
30 -30
31 -31
10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563934 (m)
Job:
A073020-002
Location plan:
Y: 6284143 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.08.27
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B4 1.3
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:38
P. 4/4
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
DVR90 +0.2 m 0 0
1 -1
2 -2
3
water
-3
4 -4
5 -5
6 -6
7 -7
8 W=64.2
-8
1 GYTTJA, slightly sandy, very silty, occasionel
Br
Pg
+
Br
Pg
+
shell fragments, highly organic, plant remains, very dark olive brown W=175.1
2 GYTTJA
-
-
9 Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563904 (m)
Job:
A073020-002
Location plan:
Y: 6283980 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: ALCH
Date: 2015.08.31
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B5 1.4
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:58
P. 1/4
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
9 W=145.2
-9
W=161.1
3 GYTTJA
-
-
Br
Pg
+
4 GYTTJA
-
-
Br
Pg
+
Br
Pg
+
10 -10 W=268.5
5 GYTTJA, lightly sandy, very silty, occasionel shell fragments, plant remains, dark olive brown
6 GYTTJA
-
-
Br
Pg
+
W=182.3
7 GYTTJA
-
-
Br
Pg
+
W=175.8
8 GYTTJA
-
-
Br
Pg
+
W=248.3
9 GYTTJA
-
-
Br
Pg
+
W=306.3
10 GYTTJA
-
-
Br
Pg
+
W=173.4
11 GYTTJA
-
-
Br
Pg
+
W=189.2
12 GYTTJA
-
-
Br
Pg
+
W=125.5
13 GYTTJA
-
-
Br
Pg
+
W=123.6
14 GYTTJA
-
-
Br
Pg
+
15 GYTTJA, slightly silty, clayey, occasionel
Br
Pg
+
W=337.2
11
Cfv -11
12 -12
13 -13
14 -14
15 -15 W=103
shell fragments, olive brown
16 GYTTJA
-
-
Br
Pg
+
W=117.6
17 GYTTJA
-
-
Br
Pg
+
W=158.3
18 GYTTJA
-
-
Br
Pg
+
W=143.4
19 GYTTJA
-
-
Br
Pg
+
W=137.9
20 GYTTJA
-
-
Br
Pg
+
W=129
16 -16
17 -17
18 Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563904 (m)
Job:
A073020-002
Location plan:
Y: 6283980 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: ALCH
Date: 2015.08.31
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B5 1.4
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:58
P. 2/4
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
18 -18 W=128.9
21 GYTTJA
-
-
Br
Pg
+
W=130.4
22 GYTTJA
-
-
Br
Pg
+
W=122.1
23 GYTTJA
-
-
Br
Pg
+
W=199.2
24 GYTTJA
-
-
Br
Pg
+
25 GYTTJA
-
-
Br
Pg
+
19 -19
20 Cv>107
-20 W=146.9
26 LIMESTONE, sandy, (gravelly), occasionel flint gravel or pebble, off white, olive brown
21 -21 W=41.4
27 LIMESTONE, coarse sandy, granular
Br/ Pg/ Ma Ct
++
Ma
Ct
++
consistense, apperense brocken, occasionel flint or pebble, off white
28 LIMESTONE
-
-
Ma
Ct
++
29 LIMESTONE
-
-
Ma
Ct
++
30 LIMESTONE
-
-
Ma
Ct
++
W=50.5
31 LIMESTONE
-
-
Ma
Ct
++
W=42.7
32 LIMESTONE
-
-
Ma
Ct
++
33 LIMESTONE
-
-
Ma
Ct
++
Ma
Ct
++
W=40.2
22 -22
W=41.4
23 -23
24 -24
34 LIMESTONE, mainly muddy, occasionel flint gravel or pebble, off white
25 -25
35 LIMESTONE
-
-
Ma
Ct
++
36 LIMESTONE
-
-
Ma
Ct
++
37 LIMESTONE
-
-
Ma
Ct
++
38 LIMESTONE
-
-
Ma
Ct
++
26 -26
W=46.6
27 Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563904 (m)
Job:
A073020-002
Location plan:
Y: 6283980 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: ALCH
Date: 2015.08.31
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B5 1.4
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:58
P. 3/4
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
27 -27
39 LIMESTONE
-
-
Ma
Ct
++
40 LIMESTONE
-
-
Ma
Ct
++
41 LIMESTONE
-
-
Ma
Ct
++
42 LIMESTONE
-
-
Ma
Ct
++
43 LIMESTONE
-
-
Ma
Ct
++
44 LIMESTONE
-
-
Ma
Ct
++
45 LIMESTONE
-
-
Ma
Ct
++
46 LIMESTONE
-
-
Ma
Ct
++
47 LIMESTONE
-
-
Ma
Ct
++
48 LIMESTONE
-
-
Ma
Ct
++
49 LIMESTONE
-
-
Ma
Ct
++
50 LIMESTONE
-
-
Ma
Ct
++
51 LIMESTONE
-
-
Ma
Ct
++
52 LIMESTONE
-
-
Ma
Ct
++
53 LIMESTONE
-
-
Ma
Ct
++
54 LIMESTONE
-
-
Ma
Ct
++
28 -28
29 -29
30 -30
31 -31
W=41.6
32 -32
33 -33
34 -34
Crv
Cfv W
35
-35
10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563904 (m)
Job:
A073020-002
Location plan:
Y: 6283980 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: ALCH
Date: 2015.08.31
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B5 1.4
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:58
P. 4/4
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
DVR90 +0.2 m 0 0
1 -1
2 -2
3
water
-3
4 -4
5 -5
6 -6
7 -7
8 -8
W=194.2
1 GYTTJA, slightly sandy, very silty, clayey,
Br
Pg
+
very soft, containes shell fragments, plant remains, sulphor smell
9
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563990 (m)
Job:
A073020-002
Location plan:
Y: 6283815 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.01
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B6 1.5
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
P. 1/6
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
9 -9
remains, sulphor smell
W=206.6
2 GYTTJA
-
-
Br
Pg
+
W=172.9
3 GYTTJA
-
-
Br
Pg
+
W=316.8
4 GYTTJA
-
-
Br
Pg
+
W=289.3
5 GYTTJA
-
-
Br
Pg
+
W=288.7
6 GYTTJA
-
-
Br
Pg
+
W=184.9
7 GYTTJA, slightly sandy, very silty, clayey,
Br
Pg
+
10 -10
11 -11
contains shell fragments, very soft, olive
12 -12 W=213.8
8 GYTTJA
-
-
Br
Pg
+
W=207.5
9 GYTTJA
-
-
Br
Pg
+
W=187.1
10 GYTTJA
-
-
Br
Pg
+
W=197.2
11 GYTTJA
-
-
Br
Pg
+
W=212.3
12 GYTTJA
-
-
Br
Pg
+
W=221.6
13 GYTTJA
-
-
Br
Pg
+
W=150.5
14 GYTTJA
-
-
Br
Pg
+
W=145.2
15 GYTTJA
-
-
Br
Pg
+
W=144.6
16 GYTTJA
-
-
Br
Pg
+
W=140.9
17 GYTTJA
-
-
Br
Pg
+
W=45.7
18 GYTTJA
-
-
Br
Pg
+
W=129
19 GYTTJA
-
-
Br
Pg
+
13 -13
14 -14
15 -15
16 -16
17 -17
18 Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563990 (m)
Job:
A073020-002
Location plan:
Y: 6283815 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.01
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B6 1.5
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
P. 2/6
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
18 -18 W=141.6
20 GYTTJA
-
-
Br
Pg
+
W=133.2
21 GYTTJA
-
-
Br
Pg
+
W=119.7
22 GYTTJA
-
-
Br
Pg
+
W=122.1
23 GYTTJA
-
-
Br
Pg
+
W=124
24 GYTTJA
-
-
Br
Pg
+
W=122.4
25 GYTTJA
-
-
Br
Pg
+
W=110.1
26 GYTTJA
-
-
Br
Pg
+
W=125.4
27 GYTTJA
-
-
Br
Pg
+
W=96.7
28 GYTTJA
-
-
Br
Pg
+
W=105.2
29 GYTTJA
-
-
Br
Pg
+
W=89.6
30 GYTTJA
-
-
Br
Pg
+
W=109.2
31 GYTTJA
-
-
Br
Pg
+
W=111.8
32 GYTTJA
-
-
Br
Pg
+
W=122.7
33 GYTTJA
-
-
Br
Pg
+
W=100.9
34 GYTTJA
-
-
Br
Pg
+
W=104.8
35 GYTTJA
-
-
Br
Pg
+
W=112
36 GYTTJA
-
-
Br
Pg
+
W=113.4
37 GYTTJA
-
-
Br
Pg
+
19 -19
20 -20
Cv>31
21 -21
22 -22
23 -23
24 -24
25 -25
26 -26
27 Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563990 (m)
Job:
A073020-002
Location plan:
Y: 6283815 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.01
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B6 1.5
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
P. 3/6
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
27 -27 W=112.1
38 GYTTJA
-
-
Br
Pg
+
W=112.3
39 GYTTJA
-
-
Br
Pg
+
W=112.6
40 GYTTJA
-
-
Br
Pg
+
W=114.7
41 GYTTJA
-
-
Br
Pg
+
W=108.9
42 GYTTJA
-
-
Br
Pg
+
W=108.6
43 GYTTJA
-
-
Br
Pg
+
W=111.9
44 GYTTJA
-
-
Br
Pg
+
W=109.4
45 GYTTJA
-
-
Br
Pg
+
W=103.9
46 GYTTJA
-
-
Br
Pg
+
W=105.6
47 GYTTJA
-
-
Br
Pg
+
W=124.1
48 GYTTJA
-
-
Br
Pg
+
W=128.5
49 GYTTJA
-
-
Br
Pg
+
W=111.9
50 GYTTJA
-
-
Br
Pg
+
W=108.4
51 GYTTJA
-
-
Br
Pg
+
W=110.8
52 GYTTJA
-
-
Br
Pg
+
W=109.5
53 GYTTJA
-
-
Br
Pg
+
W=107.8
54 GYTTJA
-
-
Br
Pg
+
W=106
55 GYTTJA
-
-
Br
Pg
+
28 -28
29 -29
30 -30
31 -31
32 -32
33 -33
34 -34 Cv>107
35 -35
36 Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563990 (m)
Job:
A073020-002
Location plan:
Y: 6283815 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.01
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B6 1.5
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
P. 4/6
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
36 -36 W=97.1
56 GYTTJA
-
-
Br
Pg
+
W=107.1
57 GYTTJA
-
-
Br
Pg
+
W=99.1
58 GYTTJA
-
-
Br
Pg
+
W=98.6
59 GYTTJA
-
-
Br
Pg
+
W=93.2
60 GYTTJA
-
-
Br
Pg
+
W=94.3
61 GYTTJA
-
-
Br
Pg
+
W=102.2
62 GYTTJA
-
-
Br
Pg
+
W=97.9
63 GYTTJA
-
-
Br
Pg
+
W=101
64 GYTTJA
-
-
Br
Pg
+
W=95
65 GYTTJA
-
-
Br
Pg
+
66 GYTTJA
-
-
Br
Pg
+
67 GYTTJA
-
-
Br
Pg
+
68 GYTTJA
-
-
Br
Pg
+
69 GYTTJA
-
-
Br
Pg
+
37 -37
38 -38
39 -39
40 -40
Crv
Cfv
41 -41
W=96.4
42 -42
W=94.5
43 -43
W=88.2
44 -44
W=89.4
45 Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563990 (m)
Job:
A073020-002
Location plan:
Y: 6283815 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.01
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B6 1.5
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
P. 5/6
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
45 -45
W=119
70 GYTTJA
-
-
Br
Pg
+
71 GYTTJA
-
-
Br
Pg
+
72 GYTTJA
-
-
Br
Pg
+
73 GYTTJA
-
-
Br
Pg
+
46 -46
W=105.7
47 -47
W=117.9
48 -48
W=116.8
49 -49
10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563990 (m)
Job:
A073020-002
Location plan:
Y: 6283815 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.01
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B6 1.5
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:05:20
P. 6/6
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
DVR90 +0.0 m 0
0
1
-1
2
-2
3
-3
4
-4
5
-5
6
-6
7
-7
1 GYTTJA, slightly sandy, very silty, clayey,
W=303.2
8
water
Br
Pg
+
very soft, contains shell fragments, plant remains, sulphor smell, very dark brown
-8 W=299.3
2 GYTTJA
-
-
Br
Pg
+
W=325.3
3 GYTTJA
-
-
Br
Pg
+
9
-9 Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563986 (m)
Job:
A073020-002
Location plan:
Y: 6283631 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.03
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B9 1.6
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
P. 1/6
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
9
-9 W=300.8
W=284.7
10
4 GYTTJA
-
-
Br
Pg
+
5 GYTTJA
-
-
Br
Pg
+
6 GYTTJA
-
-
Br
Pg
+
7 GYTTJA
-
-
Br
Pg
+
Br
Pg
+
-10 W=302.6
W=304.5
11
-11
8 GYTTJA, slightly sandy, very silty, clayey,
W=181.6
contains shell fragments, very soft, olive
9 GYTTJA
-
-
Br
Pg
+
W=202.1
10 GYTTJA
-
-
Br
Pg
+
W=212.3
11 GYTTJA
-
-
Br
Pg
+
W=200.9
12 GYTTJA
-
-
Br
Pg
+
W=209.8
13 GYTTJA
-
-
Br
Pg
+
W=227
14 GYTTJA
-
-
Br
Pg
+
W=243.5
15 GYTTJA
-
-
Br
Pg
+
16 GYTTJA
-
-
Br
Pg
+
17 GYTTJA
-
-
Br
Pg
+
18 GYTTJA
-
-
Br
Pg
+
19 GYTTJA
-
-
Br
Pg
+
20 GYTTJA
-
-
Br
Pg
+
21 GYTTJA
-
-
Br
Pg
+
W=199.1
12
-12
γ 13
-13
14
-14
15
-15 W=163.2
W=174.7
16
-16 W=164.8
γ W=148.7
17
-17 W=143.3
W=149.5
18
-18
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563986 (m)
Job:
A073020-002
Location plan:
Y: 6283631 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.03
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B9 1.6
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
P. 2/6
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
18
-18
22 GYTTJA
-
-
Br
Pg
+
23 GYTTJA
-
-
Br
Pg
+
24 GYTTJA
-
-
Br
Pg
+
25 GYTTJA
-
-
Br
Pg
+
26 GYTTJA
-
-
Br
Pg
+
27 GYTTJA
-
-
Br
Pg
+
W=102.7
28 GYTTJA
-
-
Br
Pg
+
W=99.7
29 GYTTJA
-
-
Br
Pg
+
W=92.2
30 GYTTJA
-
-
Br
Pg
+
W=95.3
31 GYTTJA
-
-
Br
Pg
+
W=130.1
32 GYTTJA
-
-
Br
Pg
+
W=138.2
33 GYTTJA
-
-
Br
Pg
+
34 GYTTJA
-
-
Br
Pg
+
35 GYTTJA
-
-
Br
Pg
+
36 GYTTJA
-
-
Br
Pg
+
37 GYTTJA
-
-
Br
Pg
+
38 GYTTJA
-
-
Br
Pg
+
39 GYTTJA
-
-
Br
Pg
+
W=142.2
W=153.1
19
-19 W=147.9
W=130.3
20
-20 W=142.9
γ
Cv>31
W=134.5
21
-21
22
-22
23
-23
24
-24 W=146.2
γ W=127.6
25
-25 W=123.9
W=112.2
26
-26 W=128.2
W=119.7
27
-27
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563986 (m)
Job:
A073020-002
Location plan:
Y: 6283631 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.03
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B9 1.6
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
P. 3/6
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
27
-27
40 GYTTJA
-
-
Br
Pg
+
41 GYTTJA
-
-
Br
Pg
+
42 GYTTJA
-
-
Br
Pg
+
43 GYTTJA
-
-
Br
Pg
+
44 GYTTJA
-
-
Br
Pg
+
45 GYTTJA
-
-
Br
Pg
+
W=124.4
46 GYTTJA
-
-
Br
Pg
+
W=125.8
47 GYTTJA
-
-
Br
Pg
+
W=121.1
48 GYTTJA
-
-
Br
Pg
+
W=114.8
49 GYTTJA
-
-
Br
Pg
+
50 GYTTJA
-
-
Br
Pg
+
51 GYTTJA
-
-
Br
Pg
+
52 GYTTJA
-
-
Br
Pg
+
53 GYTTJA
-
-
Br
Pg
+
54 GYTTJA
-
-
Br
Pg
+
55 GYTTJA
-
-
Br
Pg
+
56 GYTTJA
-
-
Br
Pg
+
57 GYTTJA
-
-
Br
Pg
+
W=128.8
W=116.5
28
-28 W=112.7
γ W=111.8
29
-29 W=120.8
W=119.9
30
-30
31
-31
32
-32 W=130.1
γ W=123.9
33
-33 W=112.3
W=114.7
34
-34 W=110.2
W=110.8
35
-35 W=104.9
W=99.3
36
-36
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563986 (m)
Job:
A073020-002
Location plan:
Y: 6283631 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.03
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B9 1.6
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
P. 4/6
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
36
-36
58 GYTTJA
W=104.5
-
-
Br
Pg
+
Br
Pg
+
Br
Pg
+
γ W=97.9
37
59 GYTTJA, slightly sandy, very silty, clayey, -37
60
W=104.3
W=101.5
38
occasionel shell fragments, stained very dark grey, olive GYTTJA - -
61 GYTTJA
-
-
Br
Pg
+
62 GYTTJA
-
-
Br
Pg
+
63 GYTTJA
-
-
Br
Pg
+
64 GYTTJA
-
-
Br
Pg
+
65 GYTTJA
-
-
Br
Pg
+
66 GYTTJA
-
-
Br
Pg
+
67 GYTTJA
-
-
Br
Pg
+
68 GYTTJA
-
-
Br
Pg
+
69 GYTTJA
-
-
Br
Pg
+
-38 W=102
Crv
Cfv W=105.5
39
-39
W=96.3
40
-40
W=92.9
41
-41
W=87.3
42
-42
W=95.7
43
-43
W=75.9
44
-44
W=96.5
45
-45
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563986 (m)
Job:
A073020-002
Location plan:
Y: 6283631 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.03
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B9 1.6
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
P. 5/6
Chalk
Frost
Age
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
45
-45
W=95
46
70 GYTTJA
-
-
Br
Pg
+
71 GYTTJA
-
-
Br
Pg
+
72 GYTTJA
-
-
Br
Pg
+
73 GYTTJA
-
-
Br
Pg
+
-46
W=90.7
47
-47
W=84.9
48
-48
W=80.1
49
-49
10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 563986 (m)
Job:
A073020-002
Location plan:
Y: 6283631 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.09.03
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B9 1.6
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:06:11
P. 6/6
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
DVR90 +0.0 m 0
0
1
-1
2
-2
3
-3
4
-4
5
-5
6
-6
7
-7
8
water
-8 1 GYTTJA, highly organic, shell fragments,
W=99.8
Br
Pg
+
Br
Pg
+
sulporic smell, very dark grey
2 GYTTJA
W=150
9
-
-
-9 Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 564052 (m)
Job:
A073020-002
Location plan:
Y: 6283465 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: ALCH
Date: 2015.08.25
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B11 1.7
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:10:29
P. 1/5
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
9
-9 3 GYTTJA
-
-
Br
Pg
+
4 GYTTJA
-
-
Br
Pg
+
5 GYTTJA
-
-
Br
Pg
+
6 GYTTJA
-
-
Br
Pg
+
W=201.6
7 GYTTJA
-
-
Br
Pg
+
W=241.5
8 GYTTJA
-
-
Br
Pg
+
W=254.8
9 GYTTJA
-
-
Br
Pg
+
W=269.1
10 GYTTJA
-
-
Br
Pg
+
W=255.4
11 GYTTJA
-
-
Br
Pg
+
W=240.1
12 GYTTJA
-
-
Br
Pg
+
W=234.9
13 GYTTJA
-
-
Br
Pg
+
W=199.3
14 GYTTJA
-
-
Br
Pg
+
15 GYTTJA
-
-
Br
Pg
+
16 GYTTJA
-
-
Br
Pg
+
17 GYTTJA
-
-
Br
Pg
+
18 GYTTJA
-
-
Br
Pg
+
19 GYTTJA, highly organic, shell fragments,
Br
Pg
+
Br
Pg
+
W=181.8
W=163.6
10
-10 W=207.9
W=234.4
11
-11
12
-12
13
-13
14
-14
15
-15 W=192
W=224
16
-16 W=233.9
W=189.5
17
-17 W=237.6
veak sulphoric smell, very dark grey
20 GYTTJA
W=219.5
18
-
-
-18
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 564052 (m)
Job:
A073020-002
Location plan:
Y: 6283465 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: ALCH
Date: 2015.08.25
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B11 1.7
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:10:29
P. 2/5
Chalk
Age
Frost
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
18
-18
21 GYTTJA
-
-
Br
Pg
+
22 GYTTJA
-
-
Br
Pg
+
23 GYTTJA
-
-
Br
Pg
+
24 GYTTJA
-
-
Br
Pg
+
W=180.8
25 GYTTJA
-
-
Br
Pg
+
W=129.2
26 GYTTJA, highly organic, shell fragments,
Br
Pg
+
W=160
W=164
19
-19 W=155.1
W=172.9
20
-20
21
dark olive grey
-21 W=112.3
27 GYTTJA
-
-
Br
Pg
+
W=125.3
28 GYTTJA
-
-
Br
Pg
+
W=112.4
29 GYTTJA
-
-
Br
Pg
+
W=111.2
30 GYTTJA
-
-
Br
Pg
+
W=129.4
31 GYTTJA
-
-
Br
Pg
+
W=131
32 GYTTJA
-
-
Br
Pg
+
33 GYTTJA
-
-
Br
Pg
+
34 GYTTJA
-
-
Br
Pg
+
35 GYTTJA
-
-
Br
Pg
+
36 GYTTJA
-
-
Br
Pg
+
W=138.8
37 GYTTJA
-
-
Br
Pg
+
W=150.2
38 GYTTJA
-
-
Br
Pg
+
22
-22
23
-23
24
-24 W=150.6
25
-25 W=124.4
W=149.5
26
-26
27
-27
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 564052 (m)
Job:
A073020-002
Location plan:
Y: 6283465 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: ALCH
Date: 2015.08.25
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B11 1.7
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:10:29
P. 3/5
Chalk
Age
Frost
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
27
-27
39 GYTTJA
-
-
Br
Pg
+
40 GYTTJA
-
-
Br
Pg
+
41 GYTTJA
-
-
Br
Pg
+
42 GYTTJA
-
-
Br
Pg
+
W=150.3
43 GYTTJA
-
-
Br
Pg
+
W=128.3
44 GYTTJA
-
-
Br
Pg
+
W=139.2
45 GYTTJA
-
-
Br
Pg
+
W=127.7
46 GYTTJA
-
-
Br
Pg
+
47 GYTTJA
-
-
Br
Pg
+
Ma
Ct
++
W=132.4
W=139
28
-28 W=146.8
W=137
29
-29
30
-30
31
-31 W=126.2
48 LIMESTONE, sandy, appers sandy granular,
W=57.9
32
off white
-32 W=62.5
49 LIMESTONE
-
-
Ma
Ct
++
W=52.1
50 LIMESTONE
-
-
Ma
Ct
++
51 LIMESTONE
-
-
Ma
Ct
++
52 LIMESTONE
-
-
Ma
Ct
++
53 LIMESTONE
-
-
Ma
Ct
++
54 LIMESTONE
-
-
Ma
Ct
++
W=47
55 LIMESTONE
-
-
Ma
Ct
++
W=49.5
56 LIMESTONE
-
-
Ma
Ct
++
33
-33 W=62.2
W=55.8
34
-34 W=53.5
W=49.2
35
-35
36
-36
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 564052 (m)
Job:
A073020-002
Location plan:
Y: 6283465 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: ALCH
Date: 2015.08.25
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B11 1.7
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:10:29
P. 4/5
Chalk
Age
Frost
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
36
-36
57 LIMESTONE, muddy, appers as coarse sandy
W=40.7
Ma
Ct
++
and gravelly, fragment rounded, flattend, a like beach gravel, contains flint, off white
37
58 LIMESTONE
-
-
Ma
Ct
++
59 LIMESTONE
-
-
Ma
Ct
++
60 LIMESTONE
-
-
Ma
Ct
++
Ma
Ct
++
-37
W=41
38
-38
61 LIMESTONE, sandy, muddy, appears partly
W=48.5
granular, off white
62 LIMESTONE
-
-
Ma
Ct
++
W=42.9
63 LIMESTONE
-
-
Ma
Ct
++
W=46.8
64 LIMESTONE
-
-
Ma
Ct
++
Ma
Ct
++
Ma
Ct
++
Ma
Ct
++
Ma
Ct
++
W=46.5
39
-39
40
-40
65 LIMESTONE, muddy, appers as coarse sandy
W=45.1
and gravelly, fragment rounded, flattend, a like beach gravel, contains flint, off white
66 LIMESTONE, muddy, occasionel flint, off 41
white
-41
67 LIMESTONE, sandy, muddy, appears partly granular, off white
Crv
Cfv
68 LIMESTONE
-
-
W
42
-42
10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 564052 (m)
Job:
A073020-002
Location plan:
Y: 6283465 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: ALCH
Date: 2015.08.25
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B11 1.7
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:10:29
P. 5/5
Chalk
Age
Frost
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Ma
Pg
++
Ma
Pg
++
Ma
Pg
DVR90 -0.1 m 0
-1
1
water
-2
2 W
1 SAND, fine - coarse, grained, slightly gravelly, contains limestone with shell fragments, light grey
-3
3
2 GRAVEL, pebbley, partly coarse sand,
3
-4
4
4
contains shell fragments, mainly limestone gravel or pebble, flattend and rounded, off white, light grey GRAVEL, pebbley, slightly coarse sand, contains shell fragments, mainly limestone gravel or pebble, flattend and rounded, off white, light grey GRAVEL - -
5 LIMESTONE, sandy, muddy, shell fragments,
++
++ Ma
Pg
Ma
Ct
++
Ma
Ct
++
coarse clastic sandy, ligtht grey
Cfv
-5
5
-6
6
-7
7
-8
8
-9
9
6 LIMESTONE, fractured, partly muddy, occasionel flint gravel or pebble, off white
7 LIMESTONE
-
-
Ma
Ct
++
8 LIMESTONE
-
-
Ma
Ct
++
9 LIMESTONE
-
-
Ma
Ct
++
10 LIMESTONE
-
-
Ma
Ct
++
11 LIMESTONE
-
-
Ma
Ct
++
Ma
Ct
++
12 LIMESTONE, sandy, muddy, occasionel gravel or pebble, occasionel stained yellowbrown, off white
13 LIMESTONE
-
-
Ma
Ct
++
14 LIMESTONE
-
-
Ma
Ct
++
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 564090 (m)
Job:
A073020-002
Location plan:
Y: 6283558 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.08.24
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B13 1.8
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:07:40
P. 1/4
Chalk
Age
Frost
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
9
-10
10
-11
11
-12
12
15 LIMESTONE
-
-
Ma
Ct
++
16 LIMESTONE
-
-
Ma
Ct
++
17 LIMESTONE
-
-
Ma
Ct
++
18 LIMESTONE
-
-
Ma
Ct
++
19 LIMESTONE
-
-
Ma
Ct
++
20 LIMESTONE
-
-
Ma
Ct
++
21 LIMESTONE
-
-
Ma
Ct
++
22 LIMESTONE
-
-
Ma
Ct
++
23 LIMESTONE
-
-
Ma
Ct
++
24 LIMESTONE
-
-
Ma
Ct
++
25 LIMESTONE
-
-
Ma
Ct
++
26 LIMESTONE
-
-
Ma
Ct
++
27 LIMESTONE
-
-
Ma
Ct
++
28 LIMESTONE
-
-
Ma
Ct
++
29 LIMESTONE
-
-
Ma
Ct
++
30 LIMESTONE
-
-
Ma
Ct
++
31 LIMESTONE
-
-
Ma
Ct
++
32 LIMESTONE
-
-
Ma
Ct
++
Cv>107
-13
13
-14
14
-15
15
Cv>107
-16
16
Cv>107
-17
17
Cv>359
-18
18
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 564090 (m)
Job:
A073020-002
Location plan:
Y: 6283558 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.08.24
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B13 1.8
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:07:40
P. 2/4
Chalk
Age
Frost
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
18 33 LIMESTONE
-
-
Ma
Ct
++
34 LIMESTONE
-
-
Ma
Ct
++
35 LIMESTONE
-
-
Ma
Ct
++
36 LIMESTONE
-
-
Ma
Ct
++
37 LIMESTONE
-
-
Ma
Ct
++
38 LIMESTONE
-
-
Ma
Ct
++
39 LIMESTONE
-
-
Ma
Ct
++
40 LIMESTONE
-
-
Ma
Ct
++
41 LIMESTONE
-
-
Ma
Ct
++
42 LIMESTONE
-
-
Ma
Ct
++
43 LIMESTONE
-
-
Ma
Ct
++
44 LIMESTONE
-
-
Ma
Ct
++
45 LIMESTONE
-
-
Ma
Ct
++
46 LIMESTONE
-
-
Ma
Ct
++
47 LIMESTONE
-
-
Ma
Ct
++
48 LIMESTONE
-
-
Ma
Ct
++
49 LIMESTONE
-
-
Ma
Ct
++
50 LIMESTONE
-
-
Ma
Ct
++
Crv
-19
19
Cv>359
-20
20 Cv>359
-21
21
-22
22
-23
23
-24
24 Cv>702
Cfv=561kPa
-25
25
Cv>702
-26
26 Cfv=449kPa
Cfv=505kPa
-27
27
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 564090 (m)
Job:
A073020-002
Location plan:
Y: 6283558 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.08.24
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B13 1.8
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:07:40
P. 3/4
Chalk
Age
Frost
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
27 Cfv=561kPa
51 LIMESTONE
-
-
Ma
Ct
++
52 LIMESTONE
-
-
Ma
Ct
++
53 LIMESTONE
-
-
Ma
Ct
++
54 LIMESTONE
-
-
Ma
Ct
++
55 LIMESTONE
-
-
Ma
Ct
++
56 LIMESTONE
-
-
Ma
Ct
++
57 LIMESTONE
-
-
Ma
Ct
++
58 LIMESTONE
-
-
Ma
Ct
++
59 LIMESTONE
-
-
Ma
Ct
++
60 LIMESTONE
-
-
Ma
Ct
++
61 LIMESTONE
-
-
Ma
Ct
++
62 LIMESTONE
-
-
Ma
Ct
++
63 LIMESTONE
-
-
Ma
Ct
++
64 LIMESTONE
-
-
Ma
Ct
++
65 LIMESTONE
-
-
Ma
Ct
++
66 LIMESTONE
-
-
Ma
Ct
++
67 LIMESTONE
-
-
Ma
Ct
++
Cfv=435kPa
-28
28
-29
29 Cfv=421kPa
-30
30
Cfv=589kPa
-31
31 Cfv=603kPa
Cv>702
-32
32 Cfv=561kPa
Cfv=589kPa
-33
33
Cfv=603kPa
-34
34 Cfv=519kPa
Cfv=702kPa
-35
35 Cfv=673kPa
Crv W
-36
36
10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 564090 (m)
Job:
A073020-002
Location plan:
Y: 6283558 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MGS
Date: 2015.08.24
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B13 1.8
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:07:40
P. 4/4
Chalk
Frost
Age
Env.
Geological Description
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
DVR90 +1.4 m 1
0
TOPSOIL, according to driller
W
+1
1 CLAY TILL, very sandy, silty, gravelly, very
Gl
Gc
++
Ma/ Ct/ Gl Gc
++
Ma/ Ct/ Gl Gc
++
Ma
Ct
++
calcereus, brown - white
2 LIMESTONE, blocky, partly clay till, with
1
flint, brown white
Cfv 20150915
0
3 LIMESTONE
-
-
4 LIMESTONE, muddy, occasionel flint gravel,
2
off white
-1
3 -2
4 Cfv=463kPa
-3
5 LIMESTONE
-
-
Ma
Ct
++
6 LIMESTONE
-
-
Ma
Ct
++
7 LIMESTONE
-
-
Ma
Ct
++
8 LIMESTONE
-
-
Ma
Ct
++
9 LIMESTONE
-
-
Ma
Ct
++
10 LIMESTONE
-
-
Ma
Ct
++
11 LIMESTONE
-
-
Ma
Ct
++
Ma
Ct
++
Cfv=477kPa
5 Cfv=575kPa
-4
Cfv=631kPa
12 LIMESTONE, muddy, occasionel flint gravel
6
or pebbles, off white
-5
13 LIMESTONE
-
-
Ma
Ct
++
14 LIMESTONE
-
-
Ma
Ct
++
15 LIMESTONE
-
-
Ma
Ct
++
Ma
Ct
++
Cfv=463kPa
7 -6
16 LIMESTONE, muddy, occasionel flint gravel,
8
off white
Cfv
-7
17 LIMESTONE
-
-
Ma
Ct
++
18 LIMESTONE
-
-
Ma
Ct
++
Cfv=519kPa
9
Continues 10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 564130 (m)
Job:
A073020-002
Location plan:
Y: 6283051 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MCSK
Date: 2015.08.17
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B15 1.9
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:08:03
P. 1/2
Chalk
Age
Frost
Geological Description
Env.
No.
Sample
Geology
Level (m)
Depth (m)
Test Results
Continued
9 Cv>702
-8
19 LIMESTONE
-
-
Ma
Ct
++
20 LIMESTONE
-
-
Ma
Ct
++
Ma
Ct
++
22 LIMESTONE, muddy, off white
Ma
Ct
++
23 LIMESTONE
-
-
Ma
Ct
++
24 LIMESTONE
-
-
Ma
Ct
++
25 LIMESTONE
-
-
Ma
Ct
++
26 LIMESTONE
-
-
Ma
Ct
++
27 LIMESTONE
-
-
Ma
Ct
++
28 LIMESTONE
-
-
Ma
Ct
++
29 LIMESTONE
-
-
Ma
Ct
++
30 LIMESTONE
-
-
Ma
Ct
++
Cv>702
10
W=43.6 Cv>702
-9
21 LIMESTONE, muddy, occasionel flint gravel or pebbles, off white
11 Crv Cfv=463kPa
-10 Cfv=575kPa
12 Cv>702 Stone
-11 Cv>702
13 Cv>702
-12 Cv>702
14 Crv Cfv=533kPa
-13 Cv>702
15
W -14
10 100 12 2
20 200 16 4
30 300 20 6
W (%) Cfv, Crv (kPa) γ (kN/m³) Glr. (%)
Method: Boring with casing Coordinate System: UTM32E89 X: 564130 (m)
Job:
A073020-002
Location plan:
Y: 6283051 (m)
MARIAGER FJORD. HDD SITE INVESTIGATION.
Drilled by: MCSK
Date: 2015.08.17
Geologist:
Executed by: HJT
Checked by: KRLR
Approved by: KRLR
KMCH
Synonym:
Boring:
Date:
Encl. No.:
2015.09.24
B15 1.9
Profile GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:08:03
P. 2/2
