POSIVA OY
Working Report 2004-50
. Core Drilling of Deeo Borehole Ol-KA29
at Olkiluoto in furajoki 2004
Tauno Rautio
November 2004
.FIN-27160 OLKILUOTO, FINLAND
Tel +358-2-8372 31
Fax +358-2-8372 3709
TEKIJAORGANISAATIO
TILAAJA
TILAAJAN YHDYSHENKILO
URAKOITSIJAN YHDYSHENKILO
RAPORTTI
TEKIJA
TARKASTAJA
SUO MEN MALMI OY PL 10 Juvan teollisuuskatu 16-18 02921 ESPOO
POSIVAOY 27160 OLKILUOTO
FM Heikki Hinkkaen Posiva Oy
FM Tauno Rautio Smoy
WORKING REPORT 2004 -50
CORE DRILLING OF DEEP BOREHOLE OL-KR29 AT OLKILUOTO IN EURAJOKI 2004
Tauno Rautio Geologi
P~lll 1 Pekka Mikkola Toimitusj ohtaj a
Working Report 2004-50
Core Drilling of Deep Borehole Ol-KR29
at Olkiluoto in furajoki 2004
Tauno Rautio
Suomen Malmi Oy
November 2004
Base maps: ©National Land Survey, permission 41/MYY/04
Working Reports contain information on work in progress
or pending completion.
The conclusions and viewpoints presented in the report
are those of author(s) and do not necessarily
coincide with those of Posiva.
CORE DRILLING OF DEEP BOREHOLE OL-KR29 AT OLKILUOTO IN
EURAJOKI 2004
ABSTRACT
Posiva Oy submitted an application for the Decision in Principle to the Finnish
Government in May 1999. A positive decision was made at the end of 2000 by the
Government. The Finnish Parliament ratified the Decision in Principle on the final
disposal facility for spent nuclear fuel at Olkiluoto, Eurajoki in May 2001. The decision
makes it possible for Posiva to focus the confirming bedrock investigations at Olkiluoto,
where in the next few years an underground rock characterisation facility, ONKALO, will
be constructed. As a part of the investigations Suomen Malmi Oy (Smoy) core drilled
870.18 m and 45.60 m deep boreholes with a diameter of 75.7 mm at Olkiluoto in July
September 2004. The identification numbers of the boreholes are OL-KR29 and OL
KR29B, respectively.
A set of monitoring measurements and samplings from the drilling and returning water
was carried out during the drilling. Both the volume and the electric conductivity of the
drilling water and the returning water were recorded as well as the pressure of the drilling
water. The objective of these measurements was to obtain more information about
bedrock and groundwater properties. Sodium fluorescein was used as a label agent in the
drilling water. The volumes of the used drilling water were about 843 m3 and 20 m3 and
the measured volumes of the returning water were about 281 m3 and 7 m3 in boreholes
OL-KR29 and OL-KR29B, respectively.
The deviations of the boreholes were measured with the deviation measuring instruments
EMS and Maxibor. The results of the Maxibor measurements indicate that borehole OL
KR29 deviates 62.76 m right and 31.73 m up at the borehole depth of 867 m. Uniaxial
compressive strength, Young's Modulus and Poisson' s ratio were measured from the core
samples. The average uniaxial compressive strength is about 139 MPa, the average
Young's modulus is 48 GPa and the average Poisson's ratio is 0.24. The main rock type is
migmatitic mica gneiss. Filled fractures are most common. The average fracture
frequency is 1.5 pes/m in borehole OL-KR29 and 3.3 pes/m in borehole OL-KR29B. The
average RQD values were 96.7 % and 93.0 %. In borehole OL-KR29 25 fracture zones
and in borehole OL-KR29B two fracture zones were penetrated.
Keywords: core drilling, borehole, mica gneiss, fracture, monitoring measurements,
elastic parameters, deviation measurements
REIAN OL-KR29 SYVAKAIRAUS EURAJOEN OLKILUODOSSA VUONNA
2004
TIIVISTELMA
Posiva Oy jatti valtioneuvostolle vuonna 1999 periaatepaatoshakemuksen, jolla se haki
lupaa rakentaa kaytetyn ydinpolttoaineen loppusijoituslaitos Eurajoen Olkiluotoon.
Periaatepaatoshakemuksen mukaisesti paikkatutkimukset keskitetaan Olkiluotoon.
Jouluk:uussa 2000 valtioneuvosto teki asiasta myonteisen paatoksen. Toukokuussa 2001
eduskunta vahvisti valtioneuvoston paatoksen.
Kesalla 2004 tehdyilHi tutkimuksilla hankittiin tietoa tutkimusalueen etelaosasta.
Tutkimuksiin liittyen Suomen Mahni Oy kairasi heina-syyskuun 2004 aikana 870,18 m ja
45,60 m syvyiset reHit OL-KR29 ja OL-KR29B Eurajoen Olkiluodossa. Reikien
halkaisija on 7 5, 7 mm.
Kairauksien aikana suoritettiin tarkkailumittauksia lisainformaation saamiseksi kallio-olo
suhteista. Mittauksia olivat veden sahkonjohtokyvyn ja huuhteluveden paineen mittaukset
ja huuhteluveden/palautuvan veden maaran mittaus. Kairauksiin kaytettiin natrium
fluoresiinilla merkittya huuhteluvetta reialla OL-KR29 noin 843m3 ja reialla OL-KR29B
noin 20m3• Tyon aikana vetta palautui rei'ista maaramittarin kautta noin 281m3 ja 7m3
•
Reikien sivupoikkeamat ja taipumat mitattiin EMS ja Maxibor -mittareilla. Maxibor -
mittauksen mukaan reian OL-KR29 taipuma on 867 m:n reikasyvyydessa 62,76 m
oikealle j a 31,73 m ylospain.
Kallionaytteista maaritettiin yksiaksiaalinen puristusmurtolujuus, kimmomoduli ja
Poissonin luk:u. Yksiaksiaalinen puristusmurtolujuus oli keskimaarin noin 139 MPa,
kimmomoduli oli keskimaarin noin 48 GP a ja Poissonin luku 0,24.
Paakivilajeina esiintyvat migrnatiittinen kiillegneissi ja graniitti. Rakoilusta taytteiset raot
ovat yleisimpia. Kallion rakoluku on reiassa OL-KR29 keskimaarin 1,5 kpllm ja reiassa
OL-KR29B 3,3 kpllm. Vastaavasti RQD-luk:u on reiassa OL-KR29 keskimaarin 96,7 %ja
reiassa OL-KR29B 93,0 %. Rikkonaisia tihearakoisia osuuksia lavistettiin 25 kappaletta
reiassa OL-KR29 ja reiassa OL-KR29B kaksi.
Avainsanat: kairaus, kairanreika, migmatiittinen kiillegneissi, rako, tarkkailumittaukset,
muodonmuutosominaisuudet, sivusuuntamittaus
1
CORE DRILLING OF DEEP BOREHOLE OL-KR29 AT OLKILUOTO IN EURAJOKI
2004
ABSTRACT TINISTELMA
CONTENTS 1
1. INTRODUCTION 3 1.1 Background 3 1.2 Scope of the work 3
2. DRILLING WORK AND TECHNICAL DETAILS OF THE BOREHOLE 5 2.1 Diamond core drilling 5 2.2 Deviation surveys 7 2.3 Location and deviation 8 2.4 Construction of the upper part of the borehole 9
3. MONITORING 11 3.1 Monitoring during drilling work 11 3.2 Drilling water and the use of label agent 12 3.3 Quantities and label agent concentration of drilling and returning
water 12 3.4 Groundwater level in the borehole 14 3.5 Electric conductivity of drilling and returning water 14 3.6 Drilling water pressure 15 3.7 Drill cuttings yield 16 3.8 Flushing of the borehole 16
4. ENGINEERINGGEOLOGY 19 4.1 Engineering geological logging 19 4.2 The effects of drilling to the sample quality 25 4.3 Rock quality 25 4.4 Fracturing 26 4.5 Core orientation 29 4.6 Core discing 29
5. ROCKMECHANICS 31 5.1 Rock mechanical tests on core samples 31 5.2 Strength and elastic properties 32
6. SUMMARY 35
2
7. REFERENCES 37
8. APPENDIXES 8.1 Drilling equipment 39 8.2 List of core boxes 41 8.3 Lifts 45 8.4 Deviation surveys, Maxibor 47 8.5 Deviation surveys, graphic, Maxibor 55 8.6 Deviation surveys, EMS 59 8.7 Deviation surveys, graphic, EMS 65 8.8 Construction of upper part ofborehole 69 8.9 Drilling water samples 71 8.10 Returning water samples 79 8.11 Ground water level during flush pumping 81 8.12 Petrographical description 83 8.13 Degree of weathering 87 8.14 Foliation 89 8.15 List of fractures 93 8.16 Fracture frequency and RQD 133 8.17 Fractured zones 153 8.18 Core orientation 155
PHOTOS 161
3
1. INTRODUCTION
1.1 Background
In 1999, Posiva Oy filed an application for a policy decision from the council of state for
a construction permit to build a final disposal facility for spent fuel at the Olkiluoto area
in the Eurajoki municipality. In December 2000, the council of state made a positive
policy decision and in May 2001, the parliament ratified the decision.
The policy decision makes it possible to concentrate the research activities at Olkiluoto.
One part of the research is to build an underground rock characterisation facility (called
"ONKALO").
Posiva Oy contracted (order number 9721104/HH) Suomen Malmi Oy (Smoy) to drill
new investigation boreholes. In July-September 2004 boreholes OL-KR29 (870.18 m)
and OL-KR29B (45.60 m) were core drilled. The locations of the boreholes are shown in
Figure 1. Borehole OL-KR29 is located about 700 m southwest of the Korvensuo
reservoir pump station and borehole OL-KR29B is located about 5 meters west of
borehole OL-KR29. The azimuth of borehole OL-KR29 is 314.6° and borehole OL
KR29B 313,5° and initial dips of the boreholes are 70.2° and 69.5° from the horizontal,
respectively. The diameter of the boreholes is 75.7 mm.
1.2 Scope of the work
The aim of the work was to drill about a 800 m long borehole to document the geology
and the ground conditions (continuity of the rock units, fracture zones and rock quality) in
the area. The 40 m precollar for borehole OL-KR29 was drilled with a down-the-hole
percussion drill. In order to get a core sample also from the upper part of the bedrock a 45
m deep borehole OL-KR29B was core drilled next to it. To maximise the recovery yield
of an undisturbed and continuous core, triple tube core barrel was used. In addition to the
drilling, work included core logging, rock mechanical testing of the core, in-hole technical
measurements, drilling fluid monitoring, flushing of the borehole, borehole deviation
surveys and reporting.
This report documents the work and sampling done during the drillings of the boreholes.
The reference point of depth measurements is ground surface. Distances along the casing
4
between the tops of casings and the ground level are 0.67 m and 0.65 m for boreholes OL
KR29 and OL-KR29B, respectively. At the end of the drilling, drill rods were lowered to
the bottom of the borehole to check that the borehole is completely open.
6791500
OLKILUOTO
0 0 0 ~ N ~
Location of the boreholes KR1-KR29, KR29B
Coordinate System: Finnish Coordinate System, zone 1 (Projection: Gauss-Kruger)
3.11.2004 Saanlo & Rlekkola Oy/KF
LEGEND: KR1
~ Core drilled borehole
0 0 ~ ~ N ~ ..-
0 0 0 CO N ~
\ ...... ............ ....
\ ----------/ ··•"""""- KR298
- :.:::: ..... K~L___.------ ..._ ______ _ --..
H-- --- ----
0 0 ~ CO N ~ ..-
0 0 0 r-N ~ ..-
Figure 1. Location of deep boreholes OL-K.Rl - OL-KR29 in the Olkiluoto area.
5
2. DRILLING WORK AND TECHNICAL DETAILS OF THE BOREHOLE
2.1 Diamond core drilling
The borehole OL-KR29 was started at bedrock surface. The borehole is cased with a
1941184 mm diameter tube, which is drilled into the bedrock to the depth of 6.0 m. The
borehole section from 6.0 m to 40.02 m was drilled with a 165 mm diameter DTH
hammer on the 21st of July 2004. This percussion drilled section of the borehole is cased
with a stainless steel 140/134 mm diameter tube which was grouted into the bedrock the
next day. The diamond drill rig, additional casings and air-lift pumping pipes were set up
at the drilling site before drilling commenced on the 26th of July. Drilling commenced 28th
of July. The realized time schedule of the work is shown in Figure 2.
The diamond drill rig was set up at the drilling site OL-KR29B on the 15th of September
2004. Drilling through the overburden, the thickness of which was 0.87 m, was done on
the same day. Casing was drilled to the depth of 1.26 m into the bedrock. After the casing
was placed, diamond core drilling continued normally. The final depth of 45.60 m was
reached on the 16th of September 2004.
Item
Down-the-hole drilling! casing setting Borehole OL-KR29 Move to the hole Drilling 40 - 870 m Direction/dip measurements, borehole flushpumping Borehole OL-KR29b Move to the hole Drilling 0 - 45 m Direction/dip measurements Borehole
Figure 2. The realized time schedule ofboreholes OL-KR29 and OL-KR29B.
The cutting area of the diamond bit of a triple tube core barrel is larger than that of a
double tube core barrel. In a triple tube core barrel the third, innermost, tube is of split
type. The innermost split tube containing the sample is removed from the core barrel with
6
the aid of a piston working on water pressure. In this way the sample may be removed
from the core barrel as undisturbed as possible.
Boreholes OL-KR29 and OL-KR29B were core drilled with a hydraulic B20 drill rig with
heavy duty drill feed, hydraulic chuck, drill head and mast. The core barrel used was a
NQ3 triple tube and drill rods used were NQ rods. Borehole diameter with NQ3 triple
tube core barrel is 75.7 mm and drill core diameter is 50.2 mm. Equipment used is
presented in Appendix 8.1.
Drilling was partly continuous shift work (three shifts per day) and uncontinuous three
shift work during the drilling of KR29. Drilling team in a shift consisted of a driller and
an assistant. Geologist Tauno Rautio was the project manager, and Ville Teivaala was the
drilling supervisor. Geological logging was done by geologist Ville Pussinen and the final
report was compiled by geologist Tauno Rautio.
Drilling time (which does not include set up and dismantling works) on borehole OL
KR29 was 810 h, which gives the mean drilling efficiency of 1.04 m per rig hour. The
drilling time for borehole OL-KR29B was 32 h. Mean drilling efficiency per rig hour in
different depth intervals is tabulated in Table 1.
Wear and tear of the drilling equipment was less than in average in Olkiluoto area. The
wear of the drill bit correlates with the mineral composition of the bedrock. In this work,
about 97 m was drilled per one NQ3 bit compared to a long-term average of 28 m per
WL-76, 29 m per T-76 and about 35 m perT-56 bits in Olkiluoto.
Drill core samples were placed in wooden core boxes immediately after emptying the
core barrel. In all 200 (OL-KR29) and 12 (OL-KR29B) wooden core boxes were used
during this drilling work. Start and end depths of the core in each core box are presented
in Appendix 8.2. Wooden blocks separating the different sample runs were placed to core
boxes to show the depth of each lift. The core drilling included 235 (OL-KR29) and 19
(OL-KR29B) sample runs. Depths of lifts are presented in Appendix 8.3.
7
Table 1. Drilling efficiency.
Depth interval, Efficiency, Comments!
m-m m/rig hour
40-100 1.11 OL-KR29
100-200 1.43 OL-KR29
200-300 1.30 OL-KR29
300-400 0.79 OL-KR29
400-500 1.11 OL-KR29
500-600 1.28 OL-KR29
600-700 1.02 OL-KR29
700-800 0.83 OL-KR29
800-870 0.73 OL-KR29
0-45 1.41 Casing and drilling, OL-KR29B
2.2 Deviation surveys
To trace the borehole accurately the dip and azimuth of borehole OL-KR29 were
measured with a Maxibor and EMS downhole deviation survey tools. Maxibor was
lowered into the borehole with rods and EMS with wireline cable. Borehole KR29B was
measured with EMS downhole deviation survey tool with wireline cable. Measuring
interval was 3 meters. In addition, the dip of the borehole was measured separately with a
SLO-H90-downhole dip meter.
EMS device measures the borehole dip with an electronic accelerometer and the azimuth
relative to the magnetic north with a three component fluxgate magnetometer. According
to the manufacturer, provided there are no magnetic anomalies, the accuracy of the
azimuth is ± 0.5 degrees and the accuracy of the dip is ± 0.2 degrees. No significant
magnetic anomalies have been detected at Olkiluoto. The azimuth is given to the
magnetic north and the declination, which is about five degrees in the area, has been
added to the results. There may be some local variations in the declination. In borehole
OL-KR29 the initial azimuth is 314.6 degrees and in borehole OL-KR29B the initial
azimuth is 313.5 degrees and the corresponding declination in EMS calculations is 5.0
degrees.
Maxibor device has three reflector rings at three meter intervals in a six metres long tube.
As the tube bends following the hole the curvature of the hole can be calculated from the
8
deviation of the rings. A circular bubble gives the reference direction. The position of the
rings and the bubble is recorded at each location by a video camera. The diameter of the
tube is adjusted for 0 46 mm holes. When measuring larger holes (diameter about 76
mm) three centralizing rings of sUitable size are installed directly around the reflector
rings. Based on the initial coordinates and azimuth of the hole and deviation readings of
the reflector rings a computer program calculates the coordinates and direction of the hole
at each survey point. The results are presented as a table and in graphic form. According
to the manufacturer typical accuracy in a 0 46 mm hole of 800 meters is ± 1 m. The
Maxibor survey was carried out at three meter intervals. The coordinates and the azimuth
of the borehole were tied to geodetic fix points provided by the client. The initial dip of
the borehole was measured with a separate dip meter.
2.3 Location and deviation
The initial dips of boreholes OL-K.R29 and OL-K.R29B are 70.2 and 69.5 degrees,
respectively. The initial azimuth of boreholes OL-K.R29 and OL-K.R29B are 314.6 and
313.5 degrees, respectively. The ground surface was used as the reference level of
boreholes and depth measurements. The coordinates of the boreholes are shown in Table
2. In borehole OL-KR29 the Maxibor deviation surveys were carried out to the depth of
867 meters and EMS deviation surveys were carried out to the depth of 759 meters. In
borehole OL-K.R29B EMS survey was carried out to the depth of 42 meters.
The results of EMS measurements indicate that at the depth of 759 meters borehole OL
KR29 has deviated 36.37 meters to the right and 15.16 meters up in relation to the initial
direction. Thus according to the EMS measurements the total deviation is 5.2 % of the
borehole length.
According to the Maxibor results the horizontal deviation of the borehole OL-KR29 at the
depth of 867 metres is 62.76 meters to the right and the vertical deviation is 31.73 metres
up in relation to the initial direction of the borehole. Thus according to the Maxibor
measurements the total deviation is 8.1 % of the borehole length. The coordinates of
borehole OL-K.R29 at the depth of 867 meters based on the Maxibor data are shown in
Table 2.
- - - - ··- - -------
9
Table 2. Coordinates of boreholes OL-KR29 and OL-KR29B in Finnish coordinate
system.
Point location, borehole number X y z Ground surface, OL-KR29 6791 788.52 1525 602.36 7.32
Top of the casing, OL-KR29 6791 788.36 1525 602.52 7.95
End ofborehole, (867 m) OL-KR29 6792 054.67 1525 421.54 -792.31
Ground surface, OL-KR29B 6791 789.90 1525 606.28 7.15
Top of the casing, OL-KR29B 6791 789.75 1525 606.44 7.76
End ofborehole ( 42 m), OL-KR29B 6791 799.67 1526 595.54 -32.26
The results of EMS measurements indicate that at the depth of 42 meters borehole OL
KR29B has deviated 0.31 meters to the left and 0.18 meters downwards in relation to the
initial direction. Thus according to the EMS measurements the total deviation is 0.8 % of
the borehole length. The coordinates of borehole OL-KR29B at the depth of 42 meters
based on the EMS data are shown in Table 2.
The results of the Maxibor survey are listed as a table in Appendix 8.4 and shown in
graphic form as various projections in Appendix 8.5. The results of the EMS survey are
listed as a Table in Appendix 8.6 and shown in graphic form as various projections in
Appendix 8. 7.
2.4 Construction of the upper part of the borehole
Down-the-hole drilling was used to drill the precollar for borehole OL-KR29. Drilling a
0 194/184 mm casing into the bedrock started this borehole. The casing was drilled to the
depth of 6.0 m from the surface. The borehole was started at the surface of the bedrock.
The borehole was continued with a 165 mm hammer to the depth of 40.02 m and a 0
140/134 mm stainless steel casing was placed into the borehole and cemented into the
bedrock. At the bottom of the casing there is a cone, which helps to insert instruments into
the borehole. Finally the 0 194/184 mm casing was cut to the ground level.
The length of the cone at the bottom of the 0 140/134 mm casing is 110 mm. The conic
part is 53 mm long. The bottom of the cone is made of a 0 84/77 mm tube which is 57
--- - -~---~--
10
mm long. The tube has right hand thread, which was used to attach the 84/77 additional
casing during the drilling. The cone is inside the 0 140/134 mm casing and the end of the
tube in the lower part of the cone is at the depth of 39.96 m. Between the tube and the
bedrock there is about 6 cm of cement which was drilled at the beginning of diamond
drilling. The cone and the attached tube are made of stainless steel. The structure of the
cone and casing is shown in Appendix 8.8.
The top of the casing was closed with a plug equipped with a lock.
The precollar for borehole OL-KR29B was done by drilling a 0 90/77 mm casing
through the overburden into the bedrock. The casing was drilled to the depth of 1.26 m
from the surface. The thickness of the soil was estimated to be 0.87 m. The casing with
a casing shoe, was cemented into the bedrock. The top of the casing was closed with a
plug equipped with a lock.
11
3. MONITORING
3.1 Monitoring during drilling work
During the drilling, several drilling water parameters were monitored and water samples were taken. The aim was to get additional information of rock quality and to predict possible drilling problems.
To find out how much drilling water was leaking into the bedrock, the amounts of ingoing
and returning water were monitored. The flowmeter for ingoing drilling water was
connected in the water line coming from the water pump and the amount of returning
water was measured from the overflow of the sedimentation tank.
Water level in the borehole was measured in the beginning of every morning shift and
whenever there was more than two hours' break in the drilling.
All drilling water batches made in the mixing tanks were sampled. The returning water
was sampled once a day when drilling work was continuous. Due to the sensitivity of
sodium fluorescein to the UV-light, the sample bottles were wrapped in aluminium foil
immediately after the sampling. Water samples were stored in a refridgerator until they
were sent for analysis to the laboratory of Teollisuuden Voima Oy (TVO) in Olkiluoto.
Electric conductivity of the drilling water was measured after the label agent was mixed.
The returning water samples were collected for the electric conductivity measurements.
The returning water contains drill cuttings, the composition of which depends on the
drilled rock type. If the drill cuttings were affecting the conductivity, the water samples
(2-3 dl) were let to settle and, if needed, filtered through a 45 J.lm filter to remove the
remaining drill cuttings. The electric conductivity measurements were done with a WTW
conductivity meter Cond 315i with TetraCon 325 conductivity cell. Conductivity meter
gives the results as mS/m at + 25°C. The conductivity meter was calibrated before the
work started at the laboratory of the manufacturer.
Drilling water pressure was logged manually at the beginning of every sample run and
whenever pressure changes were detected. The drilling water pressure monitoring was
aimed to avoid drilling problems and to recognise anomalously permeable fracture zones.
The drilling water pressure has a direct correlation to the level of the water column
replaced in the borehole. Increased permeability in the fracture zones reduces the water
~--~--~----------------------------------------------------
12
pressure. Blockages in the core barrel and wearing of the diamond bit increase the drilling
water pressure.
3.2 Drilling water and the use of label agent
Drilling water for boreholes OL-KR29 and OL-KR29B was pumped from the pump
station of the Korvensuo reservoir. The length of the water line was about 1 300 m.
Before water was pumped into the mixing tanks (two 3m3 fibreglass tanks) it was filtered
through a 500 Jlm filter.
All drilling water was marked with the label agent sodium fluorescein. Sodium
fluorescein is an organic powdery pigment which is broken down by UV radiation.
Therefore the label agent mixing tanks were covered.
At the TVO Olkiluoto laboratory, sodium fluorescein was packed into glass vials in 1.500
g ready to use doses. At the drilling site, the content of a vial was dissolved in one litre of
water which was slowly added into the mixing tank at the beginning of pumping.
Turbulence caused by pumping water into the tank ensured mixing of the label agent.
3.3 Quantities and label agent concentration of drilling and returning water
During the drilling ofborehole OL-KR29, 830.5 m3 of water was used. After the drilling
was finished, the borehole was flushed with 12.3 m3 of water. During the drilling and
flushing, 280.5 m3 of returning water was measured. This is about 33% of the drilling and flushing water. Some water passed the flowmeter during the air-lift pumping and lifting of drill rods. The cumulative consumption of drilling water and the amount of measured returning water are shown in Figure 3.
Drilling water circulation dropped after reaching the depth of 170 m. After the depth of 340 m water circulation dropped dramatically and water was returned only by using air
lift pumping.
During the drilling ofborehole OL-KR29B, 15.6 m3 of water was used. After the drilling
was finished, the borehole was flushed with 4.0 m3 of water. During the drilling and
flushing, 7.1 m3 of returning water was measured. This is about 38 % of the drilling and
flushing water. The cumulative consumption of drilling water and the amount of
measured returning water are shown in Figure 3.
13
Drilling and returning water r-----------------------. - Drilling water -Returning water
800
700 I!! -! 600 E -~ 500 .a ::s ~ 400 Cl)
~ 300 0
> 200
100
0 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850
Depth, m
Figure 3. Cumulative consumption of drilling water and amount of returning water
during the drilling ofboreholes OL-KR29 and OL-KR29B.
The concentration of the label agent is used to estimate the representativeness of the
groundwater samples taken from the borehole. The planned label agent concentration of
the drilling water was 500 J..lg/1. The measured concentrations of the label agent varied
between 270 and 531 p.g/1, but mainly between 450 and 520 J.tg/1. The label agent
mixings, drilling water samples, electric conductivity and sodium fluorescein
concentrations are listed in Appendix 8.9.
Returning water samples were collected once a day. In total, 30 samples were taken
during the drilling of borehole OL-KR29. One sample was taken during the drilling of
borehole OL-KR29B.
High sodium fluorescein concentrations in the returning water indicate that the water is
mainly drilling water. Values over 250 p.g/1 means that returning water contains more
drilling water than groundwater. Concentration values of the label agent in the returning
water of borehole OL-KR29 varied from 285 to 530 J.tg/1. Measured concentration value
14
of the label agent in the returning water of borehole OL-KR29B was 480 J.lg/1. The
analysis of sodium fluorescein concentrations are presented in Appendix 8.1 0.
Some problems have been noticed in sodium fluorescein analysis from the drilling and
returning water during the drilling. Measured sodium fluorescein concentrations from
returning water are sometimes even higher than the results measured from drilling water.
3.4 Groundwater level in the borehole
Groundwater level in borehole OL-KR29 varied normally between 0 and 3 m, the highest
level was 0.63 m above bedrock surface and the lowest level 3.84 m below bedrock
surface. The result depends on the stabilizing time before measurements. The highest
levels were noticed between the depth of 580 and 860 m. The groundwater level lowered
to 1.20 m, when drilling was reached the end of the borehole. The groundwater depth is
measured from the bedrock surface along the borehole.
3.5 Electric conductivity of drilling and returning water
During the drilling, the electric conductivity of drilling water and returning water was
monitored. Electric conductivity of each drilling water batch was measured after mixing
the label agents. Electric conductivity varied between 19.2 and 21.6 mS/m during the
drilling of the boreholes. The results are presented in Appendix 8.9.
The variation range of the electric conductivity of returning water was much larger and it
varied from 23.1 to 716.0 mS/m during the drilling of borehole OL-KR29. The
conductivity of the returning water was quite low and increased occasionally slightly after
the depth of 330 m. After that depth the conductivity decreased and it increased
dramatically when drilling reached the h of about 570 m. After that depth the conductivity
varied much more than in the upper part of borehole OL-KR29 and the level of
conductivity varied from 100 to 300 mS/m. The conductivity of the returning water is
affected by the content of groundwater and by groundwater' s conductivity. Electric
conductivity of returning water of borehole OL-KR29B was low. The values measured
were between 24.7 and 27.8 mS/m. The results are presented graphically in Figure 4.
800.0
700.0
.§ 600.0
tn E 500.0 ~ -·:;;;: 400.0 ;:: (,) :;,
"'C 300.0 c 0 (.)
200.0
100.0
0.0
15
Electric conductivity
"
I I' ~. f ~I ~ .A 1 At...
JlJL~~-~w ' ~
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850
Depth, m
Figure 4. Electric conductivity of returning water from boreholes OL-KR29 ( 45-870 m) and OL-KR29B (0-45 m).
3.6 Drilling water pressure
During the drilling ofborehole OL-KR29 the water pressure varied between 0.0 MPa and
3.5 MPa. At the beginning of the drilling of borehole OL-KR29 the drilling water
pressure had an increasing tendency to the depth of about 330 m and after that decreased
during few runs. After that water pressure level had again an increasing tendency to the
depth of about 560 m. In that depth the pressure dropped dramatically and pressure was
low during the next 60 m. After the depth of about 620 m the pressure increased towards
the end of the borehole. The pressure graphs are presented in Figure 5.
16
Pressure of drilling water
0.0+-~~r-~~~~~--~~--~~--~~--~~--~~~--
0 50 1 00 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850
Depth, m
Figure 5. Drilling water pressure during the drilling of boreholes OL-KR29 and OL
KR29B.
3. 7 Drill cuttings yield
Drill cuttings were collected in a sedimentation tank and their volume was measured.
From borehole OL-KR29, about 2460 litres of drill cuttings including water was
measured from sedimentation tank. With the used bit size 75.7/50.2 mm, 2.52 litres of
rock per metre were ground. Consequently, the total volume of drill cuttings generated
was 1550 litres. If the expansion factor 1.7 of wet cuttings is assumed, the yield would be
about 3550 litres. This means that about 70 % of drill cuttings were recovered to
sedimentation tank. The result indicates that there is a drill cuttings residue left in the
borehole. From borehole OL-KR29B, about 137litres of drill cuttings was collected.
3.8 Flushing of the ~orehole
Before the final flushing of the boreholes, the walls of the boreholes were cleaned with a
brush and labeled water to drop all loose material from the walls to the bottom of the
17
borehole. The brush, made of stainless steel (Figure 6), was utilized in cleaning the hole.
In addition water jet through six inclined holes at the root of the brush was directed
against the walls of the hole. The water was pumped through the drill rods. Cleaning of
the borehole was done by lowering and rotating the rods while the drilling water pressure
was on. About 12.3 m3 of labeled water was used during the cleaning of borehole OL
KR29.
After the walls of the borehole OL-KR29 were cleaned with the brush, the borehole was
cleaned by pumping water through alu-53 drill rods with a submersible pump. An adapter
with rubber sealing was lowered on the cone installed at the bottom of the casing (0
140/134). The adapter was lowered and lifted by a drill string, which was screwed to the
top of the cone. Another drill string of alu-53 rods, which nearly reached the bottom of
the hole, was attached to the lower side of the adapter. The weight of the drill strings
pressed the adapter and the cone tightly together and there was no water leakage between
them. In this method, the lowermost 9 m of the drill rods are perforated. A submersible
pump was lowered to the depth of about 25 m inside the 0 140/134 mm casing.
Consequently, the flushing water circulates via the bottom of the borehole. Pumping was
interrupted four times and drill rods were moved up and down in the borehole to remove
any residual drill cuttings from the walls of the borehole. The pump was taken out of the
drill rods before moving the drill rods, and lowered back after the procedure and the
pumping continued. The arrangement of the pumping is presented in Figure 7.
The pumping was carried out between 9:25am on the lOth of September and 06:25am on
the 14th of September 2004. During the flush pumping 72.6 m3 of water was pumped with
an average rate of 785 1/h from borehole OL-KR29.
After the walls of the borehole OL-KR29B were cleaned with the brush and 4.0 m3 water
the borehole was cleaned by pumping water from hole with a submersible pump. A
submersible pump was lowered to the depth of about 25 m. The pumping was carried out
between 14:00 pm on the 1 ih of September and 06:00pm on the 20th of September 2004.
During the flush pumping 1.2 m3 of water was pumped with an average rate of 19 1/h
from borehole OL-KR29B.
During the pumping ofborehole OL-KR29 the behaviour of the water level and the time
rate of recovery of the water level after pumping were observed. Measured ground water
levels are presented in Appendix 8.11.
18
Figure 6. Steel brush used for washing holes (in picture a brush for 0 76 mm holes).
W'aterHose
Submersible Pump
... __ Cone and Adapter
Drilling String
- ..
Figure 7. The schematic principle of cleaning borehole OL-KR29 by pumping.
19
4. ENGINEERING GEOLOGY
4.1 Engineering geological logging
Handling of the core is based on the POSIV A _work instructions TY0-0-03/01 "Core
handling procedure with triple tube coring (in Finnish)". Drill core samples were placed
in about one metre long wooden core boxes immediately after emptying the core barrel.
Core boxes were covered with damp proofing quality aluminium paper so that the
aluminium surface was against the core. Also the wooden blocks separating the different
sample runs were covered with aluminium paper.
Drill core was handled especially carefully during the drilling. Core was placed in the
boxes avoiding any unnecessary breakage. Broken and clay rich core was wrapped in
aluminium foil to avoid breaking it during storage and logging. If loose rock fragments
had fallen from the borehole walls, they were placed after the block marking at the end of
the previous sample run. Therefore, at the beginning of a sample run there might be rock
fragments which do not belong to the sample run itsel£
Geologist logged the core in a transportable office at the drilling site. Logging was
designed for engineering geological purposes (Gardemeister et al. 1976, Korhonen et al.
1974). Following parameters were logged: fracture classification, fractured zones and
core loss, artificial break and fracture frequency and RQD, petrography, foliation degree,
degree of weathering and core discing. In addition, the lift and the core box number were
documented.
In the list of fractures the fractures were numbered sequentially from the top to the bottom
of the borehole. Fracture depths were measured to the centre line of the core and were
given with one centimetre accuracy. If the middle line of an irregular fracture did not
coincide with the centre line of the core, an appropriate depth was given. If observations
were given for a depth interval, the depth was given to the end of the last fracture, for
example in the case of crushed core. Logged depths were corrected to the true core depth,
i.e. if there were depth inaccuracies due to the core loss or the core lifter had slipped, the
depth written on the wooden block marking at the end of a lift was corrected. Inaccuracies
due to core loss were also logged separately.
20
The nature of a fracture was described with following abbreviations:
op = open, rustyllimonite covering
ti = tight, no filling material
fi =filled
fisl = filled slickenside
grfi =grain filled
clfi = clay filled
The term "open" was used in core logging if fracture had rusty/limonite covering. Angle
of a fracture was given relative to the core axis. If a fracture was parallel to the axis its
core angle was 0° and if a fracture was perpendicular to the core axis its angle was 90°.
Thickness of the fracture filling was given in millimetres.
The colour of the fracture surfaces was logged if it differed from the host rock colour
significantly. Most commonly the colour of filled and open fractures differed from the
host rock colour. Tight fractures had typically only a slightly different shade from the host
rock colour. Fractures which had a clear colour but the core was intact across the fractures
were classified as filled fractures. In these cases in the remarks column it has been written
"closed" or "partly closed" which indicates that the fracture is healed or partly healed and
its permeability is poor in its natural state. Fractures, which had euhedral or subhedral
mineral growth, have "crystals" written in the log. In addition, if there was any smell
(ammonia, hydrogen sulphide), it has been logged to the remarks column.
Minerals have been logged only if their recognition was absolutely sure. Mineral names
used have been listed in the petrography section of the report.
Fracture surface colour (minerals) has been described with four letter abbreviations:
brow, lbro, dbro (brown, light brown, dark brown)
gray, lgra, dgra (gray, light gray, dark gray)
gree, lgre, dgre (green, light green, dark green)
red, lred, dred (red, light red, dark red)
The colour shades of the fracture surface colours were described by adding one letter to
the front of the three letter colour abbreviation. For example:
rbro (reddish brown)
--------- - - - ----- - - - - - - --- - - - - - - - -
21
Recognition of the mineral composition of the rock is qualitative and the mode has been
estimated by eye. Mineral names have been abbreviated using the system used in
Saltikofr s (1972) Finnish mineral name catalogue. Same abbreviations have also been
used in the fracture descriptions. The most common abbreviations used are:
quar = quartz
feld = feldspars (Kfeldspar or plagioclase)
biot = biotite
seri= sericite
mica =mica
carb = carbonate (unspecified)
talc= talc
chlo = chlorite
clay = clay minerals (unspecified)
sulf= sulphide minerals (unspecified)
fehy = Fe-hydrates, (limonite)
epid = epidote
grap = graphite
kaol =kaoline
Fracture surface morphology is described with following abbreviations:
plan (planar)
irre (irregular)
curv (curved)
Fracture surface quality was described with a four letter abbreviation. The three step
classification used corresponds with the JRC-numbers (Barton & Choubey 1977).
roug (rough; JRC 15-1 0)
srou ( semirough; JRC 7-14)
smoo (smooth; JRC 0-6)
The aim has been to determine the direction of lineation from the slickenside surfaces.
The direction of lineation is shown in the remarks column of the fracture list for those
frac~es occuring in the orientated section of the core sample, where it has been possible
22
to determine the direction. The direction of lineation has been expressed as degrees
counting clockwise from north to south, i.e. as values between 0 and 180 degrees.
Core loss is the result of geological factors which may include strong weathering or
fracturing of rock, or technical factors during the drilling. The depth of core loss, length
and cause was logged. If the location was not known exactly, the depth interval where the
core loss occurred has been logged. Consequently, the depth measurements following the
core loss are marked with notation.
Fractured zones were described in the list of the fractured zones and core loss using the
following abbreviations:
Riill = fracture-structured, densely fractured, more than 10 fractures per metre
RiiV =crush-structured
RiV = clay-structured
Break and natural fracture frequency and ROD were logged on full metre depth intervals.
Break frequency is the number of core breaks within one metre interval. Breaks include
all breaks which are caused by drilling, core handling, core discing and natural fractures.
Fracture frequency is the number of natural fractures within one metre interval. If the
break frequency is larger than the natural fracture frequency the core must have been
broken during the drilling or core handling accidentally or by purpose. If the natural
fracture frequency is larger than the break frequency the fractures must be tight and
cohesive enough to keep the core together. RQD gives the percentage of over 10 cm long
core segments, which are separated by natural fractures, within one metre interval.
List of lift depths is given as it has been marked on the spacing wooden blocks separating
different sample runs in the core boxes. If the length of the core in the core barrel
indicated that sampling depth was different from the drilling depth, the true sample depth
has been corrected on the spacing block. Therefore, the sample run depth means the
sample depth. The drilling depth might be deeper than the sampling depth if the core lifter
slips and part of the core is left in the borehole and is not retrieved until with the next lift.
List of core boxes lists the start and end depths of the core in each core box.
Petrographical description is based on the Finnish engineering geological rock
classification (Korhonen et al. 1974, Gardemeister et al. 1976). Each rock type has been
23
described at the first occurrence and only the changes are added later if there has been
significant differences in the deeper sections. Grain size has been classified as follows:
Very fine grained, glassy, grain not visible to naked eyes
Fine grained
Medium grained
Coarse grained
Very coarse grained
<<1mm
<1mm
1 ... 5mm
5 ... 50mm
>50 mm
Texture has been described with following terms (Finnish abbreviations used):
Massive
Foliated
Mixed (migmatitic)
Foliation degree has been classified to four categories:
unfoliated
weak
medium
strong
M
L
s
0
1
2
3
Texture and foliation intensity description can have following variations: MO, M1, L1,
L2,L3,SO,Sl,S2,S3.
Foliation degree has been described using the Finnish engineering geological
classification. Zones of relatively constant foliation intensity were delineated and the
angle of foliation was measured with a point interval of about 10 m. In addition, the
foliation degree was estimated using the above mentioned classification (Korhonen et al.
1974, Gardemeister et al. 1976).
Degree of weathering was described with following abbreviations (Korhonen et al. 197 4 ,
Gardemeister et al. 1976):
RpO = unweathered
Rp 1 = slightly weathered
Rp2 = strongly weathered
Rp3 = completely weathered
24
If there are small changes in the weathering degree within a logged depth interval, for
example around fractures, the overall weathering degree is given first and the minor
weathering changes in brackets. When the weathering within a certain zone varies
between two weathering degrees, the degrees used for such a zone are separated with a
dash, e.g. Rp0-1.
Core discing has been logged separately. Depth intervals, within which core discing
occurs, have been docwnented. The number of breaks and core discs, the minimum and
maximwn spacing between discs have been logged. In each break, the geometry of the
disc surfaces have been described using the following classification (the core is running
from left to right):
( ( = top surface concave, lower surface convex
(I = top surface concave, lower surface planar
I( = top surface planar, lower surface convex
) ) = top surface convex, lower surface concave
)I = top surface convex, lower surface planar
I) = top surface planar, lower surface concave
11 =top surface planar, lower surface planar
)( = top surface convex and lower surface convex
S =saddle
A = incomplete discing
All core boxes were photographed (colour) both dry and wet. Core photographs (wet) are
presented at the end of the report. In addition, close up photographs were taken from well
preserved fractured zones and individual clay filled fractures. These photographs (wet)
are presented at the end of the report after the full core box photographs.
The depth of each run where the core has been orientated has been recorded. Also the start
and end depths and the length of the orientated part of the sample have been marked. If
the mark has been bad or it has not been found at the upper end of a lift marked with
"SN'' by the driller, there is a comment of this in the list.
Core orientation was carried out by lowering marking spike in the hole with a wire. The
spike lies against the bottom of the hole and makes a mark at the bottom of the hole's end.
In the next run the mark will be at the upper end of the core sample and the sample may
be orientated utilizing the directional information of the hole. Orientation of samples was
utilized in determining the direction of fractures and other linear features in the core.
--- - - - ---- - --- - - - - - -- -- - - - - - ---- - -
25
4.2 The effects of drilling to the sample quality
Core loss due to rock breaking or grinding occurred in borehole OL-KR29 in two places.
Core loss didn't occur in borehole OL-KR29B. Total lengths of the core losses were 0.06
m and 0.09 m in borehole OL-KR29. In few plaees, the ends of core samples had signs of
rotation but there was no significant core loss. Core loss is shown in Appendix 8.17.
The sample quality is better while drilling with triple tube core barrel than drilling with
double tube core barrel. In a triple tube core barrel the inner tube is split and it is not
necessary to shake the core out of the inner tube. Therefore, the core will stay more
compact than in a normal double tube core barrel. This advantage is especially noticed
when drilling fractured rocks; it is not necessary to fit the ends of the core pieces together.
In addition, soft fracture fillings will be preserved much better. Furthermore, there is
much less drill cuttings on the core surface, and in the breaks and fractures.
4.3 Rock quality
Drill core consisted of rock types which had earlier been described from the area, mica
gneiss and granite. Mica gneiss is typically migmatized and in many places granitic
(pegmatitic) material is abundant. Mica gneiss and granite are in many places intercalated
and, consequently, in drill core, average intersections are only a few metres thick.
Therefore, rock types have been classified by the major rock type and can have thin layers
of minor rock type. Migmatitic mica gneiss is the main rock type in both boreholes.
Migmatitic mica gneiss (MGN) comprises mica rich bands, light coarse grained granitic
bands and some short sections of amphibolite rich layers occurs. Mica gneiss is mainly
moderately foliated, L2. The grain size of mica gneiss varies from fine grained to medium
grained. The main minerals are quartz, feldspars and biotite. In many places pinite and
pyrite occur.
Granite (GRAN) is equigranular and it occurs only mixed with mica gneiss. Its grain size
varies from medium grained to coarse grained, in places it is pegmatitic. The texture is
typically massive and it is unfoliated to slightly foliated. The main minerals are feldspars,
quartz and biotite. Petrographical descriptions along the boreholes are presented in
Appendix 8.12. Graphic log showing the rock types and fracture frequency is presented in
Figure 9.
26
Drill core of borehole OL-KR29 has ten sections, totally 15.71 m, where strongly
weathered (Rp2-3, Rp2) or from slightly to strongly weathered (Rp1-2) rock is observed.
Mainly the rock is unweathered or from unweathered to slightly weathered (RpO, Rp0-1 ).
Totally about 753 m unweathered or from unweathered to slightly weathered rock is
observed. In some sections near fractured zones narrow slightly weathered rock was
observed. Totally about 61 m slightly weathered (Rpl) rock is observed. Degree of
weathering in borehole OL-KR29B is from unweatherd to slightly weathered and only
narrow sections are slightly weathered or strongly weathered. The weathering degrees of
rocks have been presented in Appendix 8.13.
Dip and dip direction of foliation and angle of foliation relative to the core axis was
measured. Average of measured dips and dip directions are about 38° and about 123°. Dip
and dip direction of foliation vary considerably and in some sections there are several
directions of foliation. Strongest foliation intensity and foliation angles have been
presented in Appendix 8.14.
4.4 Fracturing
Fractures in the drill core are tight or filled. Most of them are filled. Fracture filling is
most commonly grey carbonate and sulphides, mostly pyrite, white kaolin, or dark
chloritic material. Some variety of clay and mica minerals (illite, kaolin etc.) were also
observed as fracture fillings.
In most fractures, the fracture filling is a very thin layer on the fracture surfaces, and the
opposite surfaces of the fracture match perfectly. Commonly the fracture filling is only a
patchy coating on the fracture surfaces but these are still classified as filled fractures.
However, in some facture zones there is a filling, which is much more than one millimetre
thick. The thickest fracture filling is about 260 millimetres in borehole OL-KR29 and
about 40 millimetres in borehole OL-KR29B.
Most fractures, which have coloured surfaces, were classified as filled fractures. Tight
fractures may also have a colour and, consequently, there is no clear distinction between
tight and filled fracture. Some fractures, including filled fractures, are healed. In total, 301
of the fractures intersected, which means about 24 % of all fractures, were healed or
partly healed in borehole OL-KR29. In total, 38 of the fractures intersected, which means
about 26 % of all fractures, were healed or partly healed in borehole OL-KR29B.
27
In total, seven clay filled, 37 grain filled and 134 slickensided fractures were observed in
borehole OL-KR29 and eight grain filled and two clay filled fractures in borehole OL
KR29B. In 12 places, to prevent the core falling apart, the core was left in the box.
Therefore, in these sections it was not possible to define the exact nature of the fractures.
Some clay filled fractures have slickensides under the fill. Grain and clay filled fractures
occur through the core but most of them are in the zones of higher fracture density.
Detailed logs of the fractures are presented in Appendix 8.15.
Fracture surface morphology and quality of the fractures varies a lot. Most commonly
surface morphology is curved with semirough surface quality. The second most common
morphology is irregular. The second most common surface quality is rough. However,
different variations are common.
The most typical fracture directions are near horizontal. The dominating fracture
directions with deeper dipping are the NE-SW fractures in the direction of schistosity.
The dip of the NE-SW fractures is towards SE (dip varies between gently dipping and
about 70 degrees). Horizontal and gently dipping fracture directions are emphasized when
the hole is steeply dipping (inclination of OL-KR29 is about 70 degrees). Figure 8 shows
the dip directions and dips of fractures on a lower hemisphere projection. The directions
have been corrected using the directional survey data ofMaxibor instrument.
0
Figure 8. Dip directions/dips of fractures on a lower hemisphere projection. The
directions have been corrected using the directional survey data ofMaxibor instrument.
28
Depth Rock types Natural fractures pc/m
0 20 0.0 w
~ --=:5
20.0 l_ ~ ~
40.0 ~
~ "iU . U
~ r 80 .0
~ 120.0
~ ~
160 .0 ~ ~
r 200 .0 ~ .._
~ F-
240 .0 ~
~
rE-280.0
320 .0 L_
360 .0 ~ ~ F=-
400 .0
~ 440 .0
~ 480 .0
~
=--!
520 .0 ~
~ 560.0
~
""'"'"'
r ~
600 .0 ~ ~
640 .0 1--r-680 .0 b
~ ~
720 .0
~ 760 .0 ~
~
800 .0 f$:: ~ ~
840 .0 ~
~ ~
Figure 9. Graphic log of the boreholes showing rock types and fracture frequency (data
from Appendices 8.12 and 8.16).
----------~------------------------------------------------------- --- - -- --- - --
29
Average fracture frequency in borehole OL-KR29 is 1.5 fractures per metre and 3.3
fractures per metre in OL-KR29B. The mean RQD value for borehole OL-KR29 is 96.7
% and about 93.0 % for borehole OL-KR29B. Fracture frequency is shown graphically in
Figure 9. The full logs of the fracture frequency, artificial breaks and RQD are presented
in Appendix 8.16.
In borehole OL-KR29 25 zones of strongly fractured rock were intersected. Eight of the
zones are combined from fracture-structured and crush-structured (Rill, RiiV). Two of
the zones are crush-structured zones (RiiV). Two of the zones are combined from crush
structured and clay-structured (RiiV, RiV). One of the zones is clay-structured zone
(RiV). Total length of these sections is 31.86 m, which is about 3.8 % of the total core
sample of this borehole. In borehole OL-KR29B two crush-structured zones (RiiV) were
intersected. Total length of these sections is 1.67 m, which is about 3.8 % of the core
sample of this borehole. Fracture zones are presented in Appendix 8.17
4.5 Core orientation
The aim was to orientate samples as much as possible for measuring various geological
features. In borehole OL-KR29 222 orientation operations were carried out. For various
reasons 28 orientation marks were rejected. In total, 795.57 metres (95.8 %) of orientated
sample was recovered. The average length of orientated core per one successful marking
operation was 4.10 metres. The length of consistent orientated sections varied between
1.31 to 56.59 metres. In borehole OL-KR29B 9 orientation operations were carried out.
One orientation mark was rejected. In total 28.52 metres (65.1 %) of orientated sample
was recovered. The results are shown in Appendix 8.18.
The failures of orientation operation were caused by various reasons. In most cases the
reason was fractured or inclined bottom of the hole and loose rock particles dropped to the
bottom of the hole from the upper part of the hole. Due to these phenomena the mark was
unclear, distorted or lacking completely. In addition in some cases the bottom of the hole
was already loose during the marking and the mark became unreliable.
4.6 Core discing
The drill core showed no evidence of core discing.
30
31
5. ROCK MECHANICS
5.1 Rock mechanical tests on core samples
Rock strength and strain tests were made with Rock Tester-equipment. Samples for the
testing were taken about every 30 m, or if the rock type changed. Young's Modulus E,
Poisson' s ratio v and Modulus of Rupture Srnax were measured with a Bend test in which
the outer supports (L) were placed 190 mm apart and the inner supports (U) 58 mm apart.
Diameter of the core (D) is about 50.2 mm. The test arrangement is shown in Figure 10.
Young's Modulus describes the ratio between stress and strain. This is given as Hook's law (equation 5.1.1)
cr = stress [Pa] Ea = axial strain
[Pa] (5.1.1)
Poisson's ratio is defined as the ratio of radial strain and axial strain (equation 5.1.2).
Er = radial strain Ea = axial strain
(5.1.2)
Values of Modulus of Rupture are read directly from the Bend test measurement.
Uniaxial compressive strength crc was determined indirectly from the point load test results. The point load tests were made according the ISRM instructions (ISRM 1981 and ISRM 1985). The point load index Isso, which is determined in the test, is multiplied by 24 and resulting value corresponds with the uniaxial compressive strength.
u
L > 3 ,5D
D s V s L /3
L
Figure 10. Bend test.
32
In the point load test the load is increased until the core sample breaks (Figure 11). The
point load index is calculated from the load required to break the sample. The test result is
valid only if the break surface goes through the both load points. The point load number Is
· is calculated from the equation 5 .1.3.
p Is =-2
D [Pa] (5.1.3)
P = point load [N] D = diameter of the core sample [mm]
Point load number is dependent on the diameter of the core sample and it is corrected to the point load index using the equations 5 .1.4 and 5 .1.5. The result is not dependent on the sample size.
(5.1.4)
(5.1.5)
5.2 Strength and elastic properties
Samples for testing the strength and elastic properties of the rock were taken about every
30 m and in places where the major rock type changed. In total, 27 samples of mica
gneiss, one sample of tonalite and one sample of granite were tested. One bend test and
two point load tests were done from each sample.
Differences in measurements are caused by the variability in the foliation intensity, micro
fractures and grain size. The uniaxial compressive strength of granite and mica gneiss are
only slightly different. The mean uniaxial compressive strength is 139 MPa. The average
elastic modulus is 48 GPa and the average Poisson's ratio is 0.24.
~ L__. , 4 I' \
D I ) L > O,SD J I
' \J )
n
Figure 11. Point load test.
33
The rock mechanical test results are presented in Table 3, in which the mean strength and
elastic properties are presented. Uniaxial compressive strength, Young's Modulus and
Modulus of Rupture of each rock type versus depth are shown in Figure 12.
Table 3. Summary of rock mechanical tests. Young's modulus (E), Poisson's ratio (v),
point load index (IS50), uniaxial compressive strength ( crc) and Modulus of Rupture
(Smax).
Depth E V Is so Is so crCl crc2 Smax Rock type m GP a MP a MP a MP a MP a MP a
25.6 50.43 0.16 5.51 6.82 132.24 163.73 13.37 MGN 58.8 45.52 0.31 5.81 6.89 139.45 165.42 15.87 MGN 87.2 39.86 0.32 4.42 4.74 106.03 113.72 13.04 MGN 122.0 52.76 0.29 4.53 4.71 108.68 113.00 16.58 MGN 154.7 41.24 0.20 6.08 5.53 145.94 132.72 12.86 MGN 181.3 63.35 0.28 6.48 6.13 155.56 147.14 14.32 MGN 215.3 53.40 0.28 5.95 5.61 142.82 134.64 7.57 MGN 241.5 33.97 0.18 2.89 3.71 69.24 88.96 11.77 MGN 272.0 41.66 0.27 6.80 7.20 163.25 172.87 13.11 MGN 300.8 56.64 0.31 5.11 5.17 122.62 124.06 11.83 TON 327.3 54.79 0.24 4.45 5.46 106.78 131.04 11.06 MGN 357.5 47.99 0.28 6.92 7.37 166.14 176.96 14.15 MGN 393.1 45.10 0.27 5.72 6.36 137.29 152.67 8.04 MGN 419.5 50.30 0.30 5.57 5.05 133.68 121.18 10.68 MGN 449.3 87.88 0.35 7.19 7.65 172.63 183.69 3.82 GRAN 480.1 41.08 0.28 5.87 5.50 140.89 132.00 17.13 MGN 510.8 45.30 0.13 5.84 7.09 140.17 170.23 6.92 MGN 543.1 48.77 0.28 8.25 5.65 198.12 135.60 12.21 MGN 571.2 51 .20 0.18 6.20 3.94 148.83 94.49 14.33 MGN 600.0 32.10 0.17 6.11 6.40 146.66 153.64 10.69 MGN 630.2 47,64 0.26 5.65 7.25 135.60 174.07 16.09 MGN 663.0 37.10 0.19 4.64 6.74 111.32 161.81 15.28 MGN 687.0 31.57 0.12 3.31 3.55 79.34 85.11 14.17 MGN 719.5 29.24 0.18 5.03 4.95 120.70 118.77 12.96 MGN 747.4 78.16 0.37 7.07 7.43 169.74 178.40 8.67 MGN 781.5 63.42 0.29 4.67 7.00 112.04 168.06 11.49 MGN 808.9 32.44 0.11 6.33 5.47 151.95 131.28 12.75 MGN 838.6 46.17 0.15 6.43 5.41 154.36 129.83 14.95 MGN 864.3 34.33 0.14 5.58 6.45 133.92 154.84 8.15 MGN
average 47.71 0.24 5.79 138.90 12.20 median 13.62 0.07 1.15 27.53 3.18 all together
median% 29% 31% 20% 20% 26% average 45.82 0.23 5.75 138.02 12.53 median 11.36 0.07 1.14 27.31 2.84 MGN
median.% 25% 31% 20% 20% 23%
34
__._Young's Modulus [GPa]
---- Uniaxial compressive strength [MP a]
..........,_Modulus of Rupture [MPa]
40.00 200.00
35.00 J: 175.00 - (/) t»::::::s c- 30.00 Q) ::::::s ... "C 150.00 - 0 :~ 25 .00 .~ _(J) 125.00 (/) C) ..... (/) c ea ~ ::::::sa.. 100.00 20.00 c..oe> E >- ....... O"C 15.00 (.) c 75.00 - ea ea,.... ·- ea ~a.. 50.00 10.00 ·- ~ c ......
::J 25 .00 5.00
0.00 0.00
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
Depth [m]
Figure 12. Uniaxial compressive strength, elastic modulus, and Modulus of Rupture versus depth. Mica gneiss is shown as black symbols and granite as red symbols.
";'
~ ~ -B c.. = ~ ~ Q (I)
= = -e
~
35
6. SUMMARY
Finnish parliament ratified the policy decision and Posiva Oy can concentrate its site
investigations for the underground final disposal facility for spent fuel at Olkiluoto in
Eurajoki. Within the next few years, an underground rock characterisation facility,
ONKALO, will be built at Olkiluoto. As a part of the investigations, Suomen Malmi Oy
core drilled a 870.18 m deep borehole in the area. The borehole identification number is
OL-KR29. Because the precollar for borehole OL-KR29 was done by down-the-hole
percussion drilling, another borehole OL-KR29B was core drilled next to it. Length of the
borehole is 45.60 m.
The core was drilled using a triple tube core barrel with a split inner sample tube. During
the drilling, the electric conductivity of drilling and returning water, drilling water
pressure and the amounts of drilling and returning water were monitored. The ~onitoring
was aimed to get additional information of the bedrock quality.
The electric conductivity of the drilling water and returning water varied from 19.2 to
21.6 mS/m and from 23.1 to 716.0 mS/m in borehole OL-KR29, respectively. The drilling
water pressure in borehole OL-KR29 varied from 0.0 to 3.5 MPa. Drilling water was
marked with sodium fluorescein as the label agent. During the drilling of borehole OL
KR29 about 843 m3 of water was used. The amount of returning water in borehole OL
KR29 was about 281 m3• During the drilling of borehole OL-KR29B about 20m3 of
water was used and about 7 m3 returning water was measured.
The deviation of the borehole was measured with Maxibor and EMS survey tools. Based
on Maxibor results, at the depth of867 m borehole OL-KR29 has deviated 62.76 m to the
right and 31.73 m up from the target point of the initial direction. Uniaxial compressive
strength, Young's modulus, and Poisson's ratio were determined from the core samples.
The average uniaxial compressive strength is 139 MPa, Young's Modulus 48 GPa and
Poisson's ratio 0.24.
Main rock type intersected by the boreholes is migmatitic mica gneiss. Rock is mainly
unweathered or slightly weathered. Filled fractures are the most common fracture type.
The average fracture frequency in borehole OL-KR29 is 1.5 fractures per metre and in
OL-KR29B more than 3.3 fractures per metre. Mean RQD values ofboreholes OL-KR29
and OL-KR29B are 96.7 % and 93.0 %, respectively. During this drilling work 134
fractures with slickenside, nine clay filled and 45 grain filled fractures were intersected. In
borehole OL-KR29 25 strongly fractured zones were intersected and in borehole OL-
36
KR29B two strongly fractured zones were intersected. No evidences of the core discing
were observed in the boreholes.
37
7. REFERENCES
Barton, N.& Choubey, V. 1977. The shear strength of rock joints in theory and practice.
Rock Mechanics 1, p. 1 - 54. Springer-Verlag.
Gardemeister, R., Johansson, S., Korhonen, P., Patrikainen, P., Tuisku, T. & Vahasarja, P.
1976. Rakennusgeologisen kallioluokituksen soveltaminen. (The application of Finnish
engineering geological bedrock classification, in Finnish). Espoo: Technical Research
Centre of Finland, Geotecnicallaboratory. 38 p. Research note 25.
ISRM. 1981. Suggested Methods for Determining the Uniaxial Compressive Strength and
Deformability of Rock Materials. In Rock Characterization Testing & Monitoring.
Oxford, Pergamon Press. p. 113-116.
ISRM. 1985. Suggested Method for Determining Point Load Strength. International
Journal Rock Mech. Min. Sci. & Geomech. Vol. 22, no 2. p. 51-60.
Korhonen, K-H., Gardemeister, R., JaaskeHiinen, H., Niini, H. & Vahasarja, P. 1974.
Rakennusalan kallioluokitus (Engineering geological bedrock classification, in Finnish).
Espoo: Technical Research Centre of Finland, Geotechnical laboratory. 78 p. Research
note 12.
Saltikoff, B. 1972. Mineraalinimisanasto (Glossary of mineral names). Espoo, Geological
Survey ofFinland. Report of Investigation N:o 11. p 82. ISBN 951-690-044-5.
38
39
Drilling equipment Appendix 8.1
Item Quantity
1. Core drilling equipment - B20 -drill rig 1 pc - Royal Bean -pump, suck:filter CT -102 1 pc - NQ -drill rods 900m - Alu 53 -drill rods 900m - Triple tube core barrel, NQ3 3 pc - Drill bits, NQ3 15 pc -Reamers, NQ3 5 pc - Casing 84/77 50 m - Casing 90/77 8m - Casingshoe 90/77 1 pc - Valve equipment 1 pc - Electric centrale 2pc -Tools etc.
2. Flushing water equipment - Water container 3 m3 2pc - Compressor 1 pc - Waterpump 3 pc - Water amount counter 6pc - Sedimentation pool 1 pc - Submersible pump, diameter. 48 mm 1 pc - Pneumatic hose 170m -Water line 1 OOOm - Water level measuremant 1 pc
3. Auxiliary equipment - Office container 1 pc - Rest container 1 pc -Storage 1 pc
4. Accessories -Core boxes 180pc - Label agent 240pc
5. Measurement equipment - Conductivity measurement 1 pc - SLO-H90 -dip inclinometer 1 pc - Maxibor- survey tool (Reflex Instruments AB) 1 pc -EMS- survey tool (Reflex Instruments AB) 1 pc
6. Reporting equipment -Computer 1 pc - Digital camera 1 pc -Geological examination instruments 1 serie -Rock Tester -instrument (Bemek AB) 1 pc
40
41 List of coreboxes, OL-KR29 Appendix 8.2
Number Section, m - m Number Section, m - m 1 40.02 - 44.32 46 225.92 - 230.32 2 44.32 - 48.70 47 230.32 - 234.80 3 48.70 - 52.80 48 234.80 - 238.93 4 52.80 - 57.16 49 238.93 - 243.50 5 57.16 - 61.34 50 243.50 - 247.45 6 61.34 - 65.34 51 247.45 - 251.76 7 65.34 - 68.95 52 251.76 - 256.15 8 68.95 - 73.00 53 256.15 - 260.52 9 73.00 - 77.31 54 260.52 - 264.43 10 77.31 - 81.71 55 264.43 - 269.05 11 81.71 - 86.05 56 269.05 - 273.24 12 86.05 - 90.31 57 273.24 - 277.57 13 90.31 - 93.97 58 277.57 - 281.75 14 93.97 - 98.13 59 281.75 - 286.36 15 98.13 - 102.52 60 286.36 - 290.70 16 102.52 - 106.46 61 290.70 - 295.31 17 106.46 - 110.54 62 295.31 - 299.60 18 110.54 - 114.84 63 299.60 - 303.49 19 114.84 - 118.84 64 303.49 - 307.72 20 118.84 - 123.13 65 307.72 - 311.84 21 123.13 - 127.63 66 311.84 - 316.25 22 127.63 - 132.17 67 316.25 - 319.95 23 132.17 - 136.16 68 319.95 - 323.82 24 136.16 - 140.31 69 323.82 - 327.52
25 140.31 - 144.40 70 327.52 - 331.79 26 144.40 - 148.30 71 331.79 - 335.85 27 148.30 - 152.54 72 335.85 - 339.58 28 152.54 - 156.92 73 339.58 - 343.73 29 156.92 - 161.30 74 343.73 - 347.84 30 161.30 - 165.18 75 347.84 - 351.73 31 165.18 - 169.23 76 351.73 - 356.00 32 169.23 - 173.17 77 356.00 - 359.87 33 173.17 - 177.30 78 359.87 - 364.16 34 177.30 - 180.91 79 364.16 - 368.59 35 180.91 - 184.90 80 368.59 - 372.80 36 184.90 - 189.18 81 372.80 - 377.36 37 189.18 - 193.06 82 377.36 - 381.79 38 193.06 - 197.04 83 381.79 - 386.37 39 197.04 - 201.18 84 386.37 - 390.55
40 201.18 - 205.44 85 390.55 - 394.78 41 205.44 - 209.67 86 394.78 - 399.46 42 209.67 - 214.32 87 399.46 - 403.53 43 214.32 - 217.54 88 403.53 - 407.55
44 217.54 - 221.64 89 407.55 - 411.84
45 221.64 - 225.92 90 411.84 - 416.20
42 List of coreboxes, OL-KR29 Appendix 8.2
Number Section, m - m Number Section, m - m 91 416.20 - 420.64 136 602.20 - 606.59 92 420.64 - 424.72 137 606.59 - 610.41 93 424.72 - 429.13 138 '610.41 - 614.45 94 429.13 - 432.82 139 614.45 - 619.09 95 432.82 - 436.39 140 619.09 - 623.13 96 436.39 - 440.51 141 623.13 - 627.32 97 440.51 - 444.68 142 627.32 - 631.42 98 444.68 - 448.78 143 631.42 - 635.77 99 448.78 - 452.35 144 635.77 - 640.40 100 452.35 - 456.79 145 640.40 - 644.61 101 456.79 - 461.52 146 644.61 - 648.80 102 461.52 - 465.84 147 648.80 - 653.27 103 465.84 - 470.47 148 653.27 - 657.64 104 470.47 - 474.82 149 657.64 - 661.85 105 474.82 - 479.33 150 661.85 - 666.28 106 479.33 - 483.55 151 666.28 - 670.61 107 483.55 - 488.08 152 670.61 - 674.98 108 488.08 - 492.36 153 674.98 - 679.59 109 492.36 - 496.61 154 679.59 - 683.61 110 496.61 - 501.04 155 683.61 - 688.13 111 501.04 - 505.64 156 688.13 - 692.42 112 505.64 - 510.14 157 692.42 - 696.96 113 510.14 - 513.96 158 696.96 - 701.21 114 513.96 - 518.00 159 701.21 - 705.21 115 518.00 - 522.06 160 705.21 - 709.60 116 522.06 - 526.65 161 709.60 - 713.69 117 526.65 - 530.48 162 713.69 - 718.24 118 530.48 - 534.22 163 718.24 - 722.36 119 534.22 - 538.23 164 722.36 - 726.64 120 538.23 - 541.77 165 726.64 - 731.10 121 541.77 - 545.87 166 731.10 - 735.42 122 545.87 - 549.42 167 735.42 - 740.02 123 549.42 - 553.31 168 740.02 - 744.47 124 553.31 - 557.59 169 744.47 - 748.17 125 557.59 - 561.71 170 748.17 - 752.21 126 561.71 - 565.56 171 752.21 - 756.41 127 565.56 - 569.02 172 756.41 - 760.69 128 569.02 - 573.18 173 760.69 - 764.30 129 573.18 - 576.95 174 764.30 - 768.22 130 576.95 - 581.31 175 768.22 - 772.75 131 581.31 - 585.49 176 772.75 - 776.51 132 585.49 - 589.77 177 776.51 - 780.07 133 589.77 - 593.98 178 780.07 - 784.02 134 593.98 - 597.74 179 784.02 - 788.30 135 597.74 - 602.20 180 788.30 - 792.23
43 List of coreboxes, OL-K.R29 Appendix 8.2
Number Section, m - m Number Section, m - m 181 792.23 - 796.73 191 832.15 - 836.00
182 796.73 - 800.95 192 836.00 - 840.43
183 800.95 - 804.94 193 840.43 - 844.38
184 804.94 - 808.58 194 844.38 - 848.30
185 808.58 - 812.23 195 848.30 - 851.97
186 812.23 - 816.34 196 851.97 - 856.05
187 816.34 - 819.73 197 856.05 - 859.73
188 819.73 - 824.10 198 859.73 - 863.64
189 824.10 - 828.24 199 863.64 - 868.04
190 828.24 - 832.15 200 868.04 - 870.18
List of coreboxes, OL-KR29B
Number Section, m - m 1 0.87 - 4.84
2 4.84 - 8.74 3 8.74 - 12.57 4 12.57 - 16.94
5 16.94 - 21.10
6 21.10 - 25.34 7 25.34 - 29.47
8 29.47 - 33.47
9 33.47 - 37.58
10 37.58 - 41.00
11 41.00 - 44.88 12 44.88 - 45.60
44
45
Appendix 8.3
Lifts, m Lifts, m Lifts, m Lifts, m 182.50 314.78 443.79 575.34 185.60 317.84 446.84 578.34 188.65 320.82 449.75 581.48 191.70 323.82 452.80 584.53 194.74 326.84 455.82 587.52 197.76 329.84 458.71 590.60 200.72 332.05 461.87 593.16 203.65 335.14 464.91 596.26 206.67 335.85 467.94 599.30 209.67 338.82 470.78 602.34 212.53 341.82 473.84 605.40 214.43 344.84 476.79 608.53 217.54 347.84 479.90 611.59 220.62 350.87 482.33 614.45 223.62 353.87 485.37 617.46 226.66 356.88 488.37 620.58 229.64 359.87 491.41 623.75 232.68 362.78 493.87 626.89 235.80 365.84 497.04 629.93 238.93 368.80 500.12 632.73 242.08 371.84 503.26 635.77 245.20 374.84 506.17 638.75 248.22 377.84 509.18 641.70 251.35 380.84 512.30 644.74 254.34 383.84 515.46 647.74 257.44 386.82 518.29 650.90 260.53 389.80 521.34 653.94 263.52 392.84 524.37 656.67 266.57 395.87 527.34 659.76 269.58 398.86 530.48 662.64 272.67 401.78 533.51 665.70 275.67 404.84 536.48 668.81 278.82 407.82 539.52 671.89 281.75 410.86 542.60 674.98 284.80 413.84 545.61 677.84 287.86 416.86 547.80 680.77 290.74 419.90 550.88 683.61 293.85 422.89 554.02 686.57 296.79 425.92 557.04 689.57 299.84 428.72 560.16 692.55 302.87 431.84 563.18 695.68 305.84 434.81 566.21 698.74 308.82 437.90 569.26 701.85 311.84 440.84 572.30 704.80
46 Appendix 8.3
Lifts, m Lifts, m Lifts, m Lifts, m
707.74 752.40 791.34 833.48
710.81 755.38 794.38 836.50
713.69 758.39 797.41 839.49
716.69 761.38 800.25 842.66
719.83 764.20 803.27 845.74
722.86 764.30 806.35 848.70
725.82 767.28 809.50 849.98
728.85 770.38 812.23 852.88
731.10 773.41 815.26 856.05
733.92 776.51 817.15 859.04
736.88 778.33 818.82 862.17
740.01 781.22 821.53 865.24
743.13 784.23 824.66 868.32
746.27 787.31 827.76 870.18
749.29 790.42 830.70
Lifts, OL-KR29B
Lifts, m Lifts, m Lifts, m
0.87 13.39 29.47
1.43 16.45 32.49
1.83 19.50 35.50 4.84 22.24 38.55
7.87 23.50 41.58
10.89 26.48 44.60 45.60
Maxibor deviation survey
OL-KR29
Initial azimuth 314.56 Initial dip 70.19
Depth, m y
0 1 525 602.36 3 1 525 601.64
6 1 525 600.91 9 1 525 600.19 12 1 525 599.47 15 1 525 598.74 18 1 525 598.00 21 1 525 597.26 24 1 525 596.51 27 1 525 595.77 30 1 525 595.02 33 1 525 594.27 36 1 525 593.51 39 1 525 592.74 42 1 525 591.97 45 1 525 591.20 48 1 525 590.44 51 1 525 589.67 54 1 525 588.91
57 1 525 588.15
60 1 525 587.39 63 1 525 586.62 66 1 525 585.86 69 1 525 585.10 72 1 525 584.35 75 1 525 583.59 78 1 525 582.83 81 1 525 582.07 84 1 525 581.31 87 1 525 580.55 90 1 525 579.80 93 1 525 579.04 96 1 525 578.28
99 1 525 577.53 102 1 525 576.78 105 1 525 576.03
108 1 525 575.28
111 1 525 574.54 114 1 525 573.79
47
X 6 791 788.52 6 791 789.24 6 791 789.95 6 791 790.66 6 791 791.37 6 791 792.08 6 791 792.81 6 791 793.53 6 791 794.26 6 791 794.98 6 791 795.70 6 791 796.43 6 791 797.16 6 791 797.89 6 791 798.63 6 791 799.37 6 791 800.11 6 791 800.86 6 791 801.60
6 791 802.34 6 791 803.09 6 791 803.84 6 791 804.58 6 791 805.33 6 791 806.07 6 791 806.82 6 791 807.56 6 791 808.31 6 791 809.05 6 791 809.80 6 791 810.55 6 791 811.30 6 791 812.05 6 791 812.80 6 791 813.55 6 791 814.30
6 791 815.04
6 791 815.78 6 791 816.52
Appendix 8.4
z Dip,0 Azimuth,0
7.32 70.19 314.56 4.50 70.13 314.77 1.68 70.16 314.65 -1.15 70.32 314.50 -3.97 70.29 314.42 -6.79 70.05 314.37 -9.61 69.73 314.27
-12.42 69.60 314.24 -15.24 69.81 314.21 -18.05 69.77 314.14 -20.87 69.67 313.93 -23.68 69.49 313.89 -26.49 69.37 313.82 -29.29 69.17 313.81 -32.10 69.20 313.87 -34.90 69.18 314.01 -37.71 69.21 314.09 -40.51 69.20 314.20 -43.31 69.19 314.31
-46.12 69.18 314.38
-48.92 69.20 314.43 -51.73 69.19 314.46 -54.53 69.20 314.45 -57.34 69.24 314.45 -60.14 69.24 314.50 -62.95 69.25 314.54 -65.75 69.25 314.50 -68.56 69.24 314.50 -71.36 69.21 314.56 -74.17 69.18 314.65 -76.97 69.16 314.71 -79.78 69.21 314.82 -82.58 69.27 314.86 -85.39 69.32 314.87 -88.19 69.34 314.91 -91.00 69.35 314.94
-93.81 69.40 314.79 -96.62 69.46 314.72 -99.43 69.48 314.72
48 Maxibor deviation survey Appendix 8.4
Depth, m y X z Dip,0 Azimuth,0
117 1 ?25 573.04 6 791 817.26 -102.24 69.51 314.70
120 1 525 572.30 6 791 818.00 -105.05 69.51 314.74
123 1 525 571.55 6 791 818.74 -107.86 69.55 314.78
126 1 525 570.81 6 791 819.48 -110.67 69.61 314.75
129 1 525 570.07 6 791 820.21 -113.48 69.67 314.66
132 1 525 569.32 6 791 820.95 -116.29 69.66 314.59
135 1 525 568.58 6 791 821.68 -119.11 69.70 314.62
138 1 525 567.84 6 791 822.41 -121.92 69.67 314.68 141 1 525 567.10 6 791 823.14 -124.73 69.65 314.77
144 1 525 566.36 6 791 823.88 -127.55 69.66 314.82
147 1 525 565.62 6 791 824.61 -130.36 69.64 314.69
150 1 525 564.88 6 791 825.34 -133.17 69.70 314.49
153 1 525 564.14 6 791 826.07 -135.99 69.74 314.53 156 1 525 563.39 6 791 826.80 -138.80 69.68 314.63
159 1 525 562.65 6 791 827.54 -141.61 69.63 314.79 162 1 525 561.91 6 791 828.27 -144.43 69.64 315.03 165 1 525 561.18 6 791 829.01 -147.24 69.59 315.22 168 1 525 560.44 6 791 829.76 -150.05 69.53 315.39
171 1 525 559.70 6 791 830.51 -152.86 69.41 315.54
174 1 525 558.96 6 791 831.26 -155.67 69.42 315.81 177 1 525 558.23 6 791 832.02 -158.48 69.45 316.08
180 1 525 557.50 6 791 832.78 -161.28 69.34 316.12
183 1 525 556.76 6 791 833.55 -164.09 69.22 316.18
186 1 525 556.03 6 791 834.32 -166.89 69.17 316.34
189 1 525 555.29 6 791 835.09 -169.70 69.22 316.31 192 1 525 554.56 6 791 835.86 -172.50 69.20 316.28
195 1 525 553.82 6 791 836.63 -175.31 69.13 316.37 198 1 525 553.08 6 791 837.40 -178.11 69.16 316.61 201 1 525 552.35 6 791 838.18 -180.91 69.19 316.97 204 1 525 551.63 6 791 838.96 -183.72 69.17 317.23 207 1 525 550.90 6 791 839.74 -186.52 69.20 317.27 210 1 525 550.18 6 791 840.53 -189.33 69.16 317.30 213 1 525 549.46 6791841.31 -192.13 69.13 317.40 216 1 525 548.73 6 791 842.10 -194.93 69.07 317.46 219 1 525 548.01 6 791 842.89 -197.74 69.07 317.42 222 1 525 547.28 6 791 843.68 -200.54 69.01 317.42 225 1 525 546.55 6 791 844.47 -203.34 68.97 317.35
228 1 525 545.82 6 791 845.26 -206.14 68.96 317.31
231 1 525 545.09 6 791 846.06 -208.94 68.98 317.29
234 1 525 544.36 6 791 846.85 -211.74 68.95 317.29 237 1 525 543.63 6 791 847.64 -214.54 68.94 317.26 240 1 525 542.90 6 791 848.43 -217.34 68.94 317.22 243 1 525 542.17 6 791 849.22 -220.14 68.91 317.30
246 1 525 541.44 6 791 850.02 -222.94 68.90 317.40
- -- -------- - - - - ---- - -
49 Maxibor deviation survey Appendix 8.4
Depth, m y X z Dip,0 Azimuth,0
249 1 525 540.71 6 791 850.81 -225.73 68.91 317.43 252 1 525 539.98 6 791 851.61 -228.53 68.94 317.54 255 1 525 539.25 6 791 852.40 -231.33 68.94 317.74 258 1 525 538.53 6 791 853.20 -234.13 68.92 317.97
261 1 525 537.81 6 791 854.01 -236.93 68.90 318.15 264 1 525 537.09 6 791 854.81 -239.73 68.88 318.28 267 1 525 536.37 6 791 855.62 -242.53 68.85 318.37 270 1 525 535.65 6 791 856.43 -245.33 68.84 318.47 273 1 525 534.93 6 791 857.24 -248.12 68.79 318.59 276 1 525 534.21 6 791 858.06 -250.92 68.78 318.89 279 1 525 ' 533.50 6 791 858.88 -253.72 68.79 319.07 282 1 525 532.79 6 791 859.70 -256.51 68.86 319.05 285 1 525 532.08 6 791 860.52 -259.31 68.76 319.18 288 1 525 531.37 6 791 861.34 -262.11 68.64 319.31 291 1 525 530.66 6 791 862.17 -264.90 68.68 319.39 294 1 525 529.95 6 791 863.00 -267.70 68.68 319.47 297 1 525 529.24 6 791 863.83 -270.49 68.70 319.57 300 1 525 528.54 6 791 864.66 -273.29 68.71 319.63 303 1 525 527.83 6 791 865.49 -276.08 68.75 319.72 306 1 525 527.13 6 791 866.32 -278.88 68.78 319.77
309 1 525 526.43 6 791 867.14 -281.67 68.80 319.63 312 1 525 525.72 6 791 867.97 -284.47 68.86 319.47 315 1 525 525.02 6 791 868.79 -287.27 68.87 319.28
318 1 525 524.31 6 791 869.61 -290.07 68.85 319.13
321 1 525 523.60 6 791 870.43 -292.87 68.83 318.98 324 1 525 522.89 6 791 871.24 -295.66 68.80 318.80 327 1 525 522.18 6 791 872.06 -298.46 68.79 318.70 330 1 525 521.46 6 791 872.87 -301.26 68.83 318.69 333 1 525 520.75 6 791 873.69 -304.06 68.91 318.64 336 1 525 520.03 6 791 874.49 -306.86 68.94 318.56 339 1 525 519.32 6 791 875.30 -309.66 69.01 318.60 342 1 525 518.61 6 791 876.11 -312.46 69.07 318.68 345 1 525 517.90 6 791 876.91 -315.26 69.15 318.76 348 1 525 517.20 6 791 877.71 -318.06 69.23 318.81 351 1 525 516.50 6 791 878.51 -320.87 69.27 318.83 354 1 525 515.80 6 791 879.31 -323.68 69.30 318.88 357 1 525 515.11 6 791 880.11 -326.48 69.35 318.97 360 1 525 514.42 6 791 880.91 . -329.29 69.39 319.05
363 1 525 513.72 6 791 881.71 -332.10 69.42 319.09
366 1 525 513.03 6 791 882.50 -334.91 69.44 319.04
369 1 525 512.34 6 791 883.30 -337.72 69.49 319.02
372 1 525 511.65 6 791 884.09 -340.53 69.51 319.05
375 1 525 510.97 6 791 884.88 -343.34 69.52 319.08
378 1 525 510.28 6 791 885.68 -346.15 69.57 319.15
50 Maxibor deviation survey Appendix 8.4
Depth, m y X z Dip,0 Azimuth,0
381 1 525 509.60 6 791 886.47 -348.96 69.60 319.24
384 1 525 508.92 6 791 887.26 -351.77 69.67 319.28
387 1 525 508.24 6 791 888.05 -354.58 69.72 319.29
390 1 525 507.56 6 791 888.84 -357.40 69.72 319.38
393 1 525 506.88 6 791 889.63 -360.21 69.73 319.45
396 1 525 506.21 6 791 890.42 -363.03 69.7L 319.49
399 1 525 505.53 6 791 891.21 -365.84 69.73 319.58
402 1 525 504.86 6 791 892.00 -368.66 69.78 319.63
405 1 525 504.19 6 791 892.79 -371.47 69.81 319.63
408 1 525 503.52 6 791 893.58 -374.29 69.82 319.60
411 1 525 502.85 6 791 894.36 -377.10 69.86 319.54
414 1 525 502.18 6 791 895.15 -379.92 69.88 319.50
417 1 525 501.51 6 791 895.93 -382.74 69.89 319.48
420 1 525 500.84 6 791 896.72 -385.55 69.94 319.47
423 1 525 500.17 6 791 897.50 -388.37 69.94 319.44 426 1 525 499.50 6 791 898.28 -391.19 69.95 319.52
429 1 525 498.83 6 791 899.06 -394.01 69.95 319.68
432 1 525 498.17 6 791 899.85 -396.83 69.92 319.89
435 1 525 497.51 6 791 900.64 -399.64 69.94 320.01
438 1 525 496.85 6 791 901.43 -402.46 69.95 320.12
441 1 525 496.19 6 791 902.22 -405.28 69.88 320.27
444 1 525 495.53 6 791 903.01 -408.10 69.92 320.48
447 1 525 494.88 6 791 903.81 -410.92 69.94 320.82
450 1 525 494.23 6 791 904.61 -413.73 69.98 321.06
453 1 525 493.58 6 791 905.41 -416.55 69.97 321.19
456 1 525 492.94 6 791 906.21 -419.37 69.94 321.30
459 1 525 492.30 6 791 907.01 -422.19 69.93 321.44 462 1 525 491.66 6 791 907.82 -425.01 69.97 321.65
465 1 525 491.02 6 791 908.62 -427.83 70.03 321.94 468 1 525 490.39 6 791 909.43 -430.65 70.09 322.31 471 1 525 489.77 6 791 910.24 -433.47 70.16 322.54 474 1 525 489.16 6 791 911.05 -436.29 70.20 322.73 477 1 525 488.54 6 791 911.86 -439.11 70.27 322.93 480 1 525 487.93 6 791 912.66 -441.94 70.31 323.16 483 1 525 487.33 6 791 913.48 -444.76 70.29 323.51
486 1 525 486.73 6 791 914.29 -447.59 70.25 323.83
489 1 525 486.13 6 791 915.11 -450.41 70.32 324.04
492 1 525 485.54 6 791 915.93 -453.23 70.28 324.07
495 1 525 484.95 6 791 916.75 -456.06 70.25 324.26
498 1 525 484.36 6 791 917.57 -458.88 70.23 324.51
501 1 525 483.77 6 791 918.40 -461.70 70.22 324.79
504 1 525 483.19 6 791 919.23 -464.53 70.19 325.03
507 1 525 482.60 6 791 920.07 -467.35 70.09 325.30
510 1 525 482.02 6 791 920.91 -470.17 70.04 325.61
- -~-.....--- - ..,...---,--.,. - - - ----------------.
51 Maxibor deviation survey Appendix 8.4
Depth, m y X z Dip,0 Azimuth,0
513 1 525 481.45 6 791 921.76 -472.99 69.96 325.95 516 1 525 480.87 6 791 922.61 -475.81 69.94 ~26.23
519 1 525 480.30 6 791 923.47 -478.62 69.85 326.49 522 1 525 479.73 6 791 924.34 -481.44 69.82 326.79 525 1 525 479.17 6 791 925.20 -484.25 69.77 327.07 528 1 525 478.60 6 791 926.08 -487.07 69.71 327.30 531 1 525 478.04 6 791 926.96 -489.88 69.65 327.48 534 1 525 477.48 6 791 927.84 -492.69 69.59 327.75 537 1 525 476.93 6 791 928.72 -495.51 69.54 327.98 540 1 525 476.37 6 791 929.62 -498.32 69.47 328.23 543 1 525 475.82 6 791 930.51 -501.12 69.41 328.46 546 1 525 475.27 6 791 931.42 -503.93 69.33 328.71 549 1 525 474.72 6 791 932.32 -506.74 69.25 328.96 552 1 525 474.17 6 791 933.24 -509.54 69.16 329.17 555 1 525 473.63 6 791 934.16 -512.35 69.10 329.45 558 1 525 473.08 6 791 935.08 -515.15 69.04 329.66 561 1 525 472.54 6 791 936.01 -517.95 68.97 329.84 564 1 525 472.00 6 791 936.94 -520.75 68.94 330.02 567 1 525 471.46 6 791 937.88 -523.55 68.89 330.18 570 1 525 470.93 6 791 938.82 -526.35 68.82 330.29 573 1 525 470.39 6 791 939.76 -529.14 68.67 330.43 576 1 525 469.85 6 791 940.71 -531.94 68.60 330.67 579 1 525 469.32 6 791 941.67 -534.73 68.53 330.92
582 1 525 468.78 6 791 942.63 -537.52 68.48 331.04 585 1 525 468.25 6 791 943.60 -540.31 68.40 331.20 588 1 525 467.72 6 791 944.56 -543.10 68.40 331.29 591 1 525 467.19 6 791 945.53 -545.89 68.33 331.36 594 1 525 466.66 6 791 946.51 -548.67 68.22 331.35 597 1 525 466.12 6 791 947.49 -551.46 68.04 331.37 600 1 525 465.58 6 791 948.48 -554.24 67.92 331.49 603 1 525 465.04 6 791 949.47 -557.02 67.78 331.58 606 1 525 464.50 6 791 950.47 -559.79 67.69 331.64 609 1 525 463.96 6 791 951.48 -562.57 67.56 331.80 612 1 525 463.42 6 791 952.49 -565.34 67.50 331.92 615 1 525 462.88 6 791 953.50 -568.11 67.44 331.93 618 1 525 462.34 6 791 954.52 -570.88 67.38 332.02 621 1 525 461.80 6 791 955.54 -573.65 67.31 332.12 624 1 525 461.26 6 791 956.57 -576.42 67.26 332.26 627 1 525 460.72 6 791 957.60 -579.18 67.14 332.35
630 1 525 460.17 6 791 958.63 -581.95 66.96 332.48
633 1 525 459.63 6 791 959.68 -584.71 66.88 332.71
636 1 525 459.09 6 791 960.73 -587.46 66.81 332.92
639 1 525 458.56 6 791 961.78 -590.22 66.78 333.05
642 1 525 458.02 6 791 962.83 -592.98 66.72 333.13
52 Maxibor deviation survey Appendix 8.4
Depth, m y X z Dip,0 Azimuth,0
645 1 525 457.49 6 791 963.89 -595.73 66.68 333.27
648 1 525 456.95 6 791 964.96 -598.49 66.66 333.43
651 1 525 456.42 6 791 966.02 -601.24 66.62 333.59
654 1 525 455.89 6 791 967.09 -604.00 66.56 333.74
657 1 525 455.37 6 791 968.16 -606.75 66.52 333.86
660 1 525 454.84 6 791 969.23 -609.50 66.49 334.03
663 1 525 454.32 6 791 970.31 -612.25 66.43 334.21
666 1 525 453.80 6 791 971.39 -615.00 66.41 334.39
669 1 525 453.28 6 791 972.48 -617.75 66.38 334.58
672 1 525 452.77 6 791 973.57 -620.50 66.34 334.75
675 1 525 452.25 6 791 974.66 -623.24 66.33 334.88
678 1 525 451.74 6 791 975.75 -625.99 66.25 335.07 681 1 525 451.23 6 791 976.85 -628.74 66.21 335.18 684 1 525 450.73 6 791 977.95 -631.48 66.11 335.24
687 1 525 450.22 6 791 979.05 -634.22 66.03 335.44
690 1 525 449.71 6 791 980.16 -636.96 65.94 335.61
693 1 525 449.21 6 791 981.28 -639.70 65.92 335.73
696 1 525 448.71 6 791 982.40 -642.44 65.84 335.90
699 1 525 448.21 6 791 983.52 -645.18 65.78 336.04
702 1 525 447.71 6 791 984.65 -647.91 65.72 336.14
705 1 525 447.21 6 791 985.78 -650.64 65.64 336.27 708 1 525 446.71 6 791 986.91 -653.38 65.53 336.43 711 1 525 446.21 6 791 988.05 -656.11 65.47 336.61 714 1 525 445.72 6 791 989.20 -658.83 65.34 336.74
717 1 525 445.23 6 791 990.35 -661.56 65.27 336.90 720 1 525 444.74 6 791 991.51 -664.28 65.24 337.05 723 1 525 444.25 6 791 992.67 -667.01 65.16 337.12 726 1 525 443.76 6 791 993.83 -669.73 65.11 337.26
729 1 525 443.27 6 791 995.00 -672.45 65.01 337.35 732 1 525 442.78 6 791 996.17 -675.17 64.92 337.42
735 1 525 442.29 6 791 997.34 -677.88 64.84 337.48 738 1 525 441.80 6 791 998.53 -680.60 64.74 337.55 741 1 525 441.31 6 791 999.71 -683.31 64.53 337.67 744 1 525 440.82 6 792 000.91 -686.01 64.18 337.73 747 1 525 440.33 6 792 002.13 -688.71 63.90 337.84
750 1 525 439.83 6 792 003.36 -691.40 63.82 337.98
753 1 525 439.33 6 792 004.58 -694.10 63.72 338.06
756 1 525 438.84 6 792 005.82 . -696.78 63.68 338.24
759 1 525 438.34 6 792 007.06 -699.47 63.56 338.40
762 1 525 437.85 6 792 008.30 -702.16 63.50 338.53
765 1 525 437.37 6 792 009.55 -704.84 63.40 338.74
768 1 525 436.88 6 792 010.80 -707.52 63.32 338.93 771 1 525 436.40 6 792 012.06 -710.20 63.23 339.10 774 1 525 435.92 6 792 013.33 -712.88 63.13 339.26
53 Maxibor deviation survey Appendix 8.4
Depth, m y X z Dip,0 Azimuth,0
777 1 525 435.44 6 792 014.60 -715.56 63.06 339.41 780 1 525 434.96 6 792 015.87 -718.23 63.00 339.56 783 1 525 434.48 6 792 017.15 -720.90 62.92 339.70 786 1 525 434.01 6 792 018.44 -723.57 62.81 339.84 789 1 525 433.54 6 792 019.73 -726.24 62.71 339.92 792 1 525 433.07 6 792 021.02 -728.90 62.64 340.02 795 1 525 432.60 6 792 022.32 -731.57 62.57 340.10 798 1 525 432.13 6 792 023.62 -734.23 62.51 340.16 801 1 525 431.66 6 792 024.92 -736.89 62.42 340.24 804 1 525 431.19 6 792 026.23 -739.55 62.35 340.26 807 1 525 430.72 6 792 027.54 -742.20 62.28 340.31 810 1 525 430.25 6 792 028.86 -744.86 62.22 340.35 813 1 525 429.78 6 792 030.18 -747.51 62.13 340.45 816 1 525 429.31 6 792 031.50 -750.16 62.05 340.55 819 1 525 428.84 6 792 032.83 -752.81 61.94 340.69 822 1 525 428.37 6 792 034.16 -755.46 61.86 340.80 825 1 525 427.91 6 792 035.50 -758.10 61.77 340.92 828 1 525 427.45 6 792 036.85 -760.74 61.71 340.99 831 1 525 426.98 6 792 038.19 -763.39 61.65 341.10 834 1 525 426.52 6 792 039.54 -766.03 61.59 341.23 837 1 525 426.07 6 792 040.90 -768.66 61.50 341.33 840 1 525 425.61 6 792 042.25 -771.30 61.39 341.41 843 1 525 425.15 6 792 043.62 -773.93 61.30 341.53 846 1 525 424.69 6 792 044.99 -776.56 61.21 341.65 849 1 525 424.24 6 792 046.36 -779.19 61.14 341.75
852 1 525 423.79 6 792 047.74 -781.82 61.09 341.82
855 1 525 423.34 6 792 049.12 -784.44 61.04 341.89
858 1 525 422.88 6 792 050.50 -787.07 60.97 341.94 861 1 525 422.43 6 792 051.88 -789.69 60.90 342.06 867 1 525 421.54 6 792 054.67 -792.31 60.78 342.27
54
55 Maxibor-deviation survey
Mo.xibor Dl-KR29 rto.p projection
Sco.le 1:2000
End of survey. Horizonto.l disto.nce 321.76 M (hole length 86 7 M)
Result in the end point of EMS-survey. Horizonto.l disto.nce 273.24 M (hole length 759 M)
Disto.nce of Mo.rked survey points 30 M
Initio.l o.ziMuth 314 .56 o
Liite 8.5
N
I I
11
DL-KR29
56 Maxibor-deviation survey Liite 8.5
PosivoJ Dlkiluoto
Moxibor DL -KR29 dip projection
Surfoce +7.32 Scole 1:4000
Distonce of Morked surve points 30 M
lnitilo dip 70.t9•
Result in the end point of EMS-survey 759 M
Level -699.4 71------------------\~
End of survey 867 M Level -792.31t-------------------\--...,.,)
StrQigt line (not Q survey result>
Posivo, Olkiluoto
Moxibor DL -KR29 \JE ond SN projection
\J - E
SurfQce + 7.32
-180.82 M
Scole 1:5000
S - N
SurfQce + 7.32
StrQigt line (not Q survey result>
ChQnge of Northing 266.15 M
Level -792.31 Level -792.31 End of survey 86 7 M End of survey 867 M
f 1-'• er 0 ~ I
0.. ('D
< 1-'•
~ 1-'• 0 ::::s
~ ('D
'<
t'"--4 1-'• ::;.· ('D
00 Vl
Vl -......]
58
EMS deviation survey OL-K.R29
Initial azimuth 314.56 Initial dip 70.19 Declination 4.99 degrees east -
Depth, m y
0 1 525 602.36 3 1 525 601.63 6 1 525 600.91 9 1 525 600.18 12 1 525 599.46 15 1 525 598.73 18 1 525 597.99 21 1 525 597.25 24 1 525 596.50 27 1 525 595.76 30 1 525 595.01 33 1 525 594.26 36 1 525 593.52 39 1 525 592.77 42 1 525 592.00 45 1 525 591.24 48 1 525 590.47 51 1 525 589.70 54 1 525 588.93 57 1 525 588.17 60 1 525 587.40 63 1 525 586.63 66 1 525 585.87 69 1 525 585.11 72 1 525 584.34 75 1 525 583.58 78 1 525 582.81 81 1 525 582.05 84 1 525 581.28 87 1 525 580.51 90 1 525 579.74 93 1 525 578.97 96 1 525 578.20 99 1 525 577.43 102 1 525 576.66 105 1 525 575.90 108 1 525 575.13 111 1 525 574.37 114 1 525 573.61 120 1 525 572.09 123 1 525 571.33 126 1 525 570.57 129 1 525 569.82
59
X 6 791 788.52 6 791 789.23 6 791 789.95 6 791 790.66 6 791 791.37 6 791 792.08 6 791 792.80 6 791 793.52 6 791 794.25 6 791 794.97 6 791 795.69 6 791 796.43 6 791 797.17 6 791 797.92 6 791 798.67 6 791 799.41 6 791 800.14 6 791 800.88 6 791 801.62 6 791 802.36 6 791 803.10 6 791 803.85 6 791 804.59 6 791 805.33 6 791 806.07 6 791 806.81 6 791 807.54 6 791 808.28 6 791 809.02 6 791 809.76 6 791 810.49 6 791 811.23 6 791 811.97 6 791 812.69 6 791 813.42 6 791 814.16 6 791 814.89 6 791 815.62 6 791 816.34 6 791 817.79 6 791 818.52 6 791 819.24 6 791 819.96
Appendix 8.6
z Dip,0 Azimuth,0
7.32 70.19 314.56 4.50 70.13 314.51 1.68 70.16 314.46 -1.15 70.32 314.41 -3.97 70.29 314.36 -6.79 70.05 314.31 -9.61 69.73 314.26
-12.42 69.60 314.21 -15.24 69.81 314.16 -18.05 69.77 314.11 -20.87 69.67 314.05 -23.68 69.49 314.99 -26.49 69.37 314.93 -29.29 69.17 314.87 -32.10 69.20 313.82 -34.90 69.18 313.86 -37.71 69.21 313.90 -40.51 69.20 313.94 -43.31 69.19 313.98 -46.12 69.18 314.02 -48.92 69.20 314.06 -51.73 69.19 314.10 -54.53 69.20 314.14 -57.34 69.24 314.09 -60.14 69.24 314.04 -62.95 69.25 313.99 -65.75 69.25 313.94 -68.56 69.24 313.89 -71.36 69.21 313.84 -74.17 69.18 313.78 -76.97 69.16 313.72 -79.78 69.21 313.71 -82.58 69.27 313.71 -85.39 69.32 312.96 -88.19 69.34 313.86 -91.00 69.35 313.89 -93.81 69.40 313.78 -96.62 69.46 313.72 -99.43 69.48 313.65
-105.05 69.51 313.58 -107.86 69.55 313.68 -110.67 69.61 313.59 -113.48 69.67 313.55
60 EMS deviation survey OL-KR29 Appendix 8.6
Depth, m y X z Dip,0 Azimuth,0
132 1 525 569.06 6 791 820.68 -116.29 69.66 313.99 135 1 525 568.31 6 791 821.40 -119.11 69.70 313.44 138 1 525 567.56 6 791 822.11 -121.92 - 69.67 313.51 141 1 525 566.80 6 791 822.83 -124.73 69.65 313.50 144 1 525 566.04 6 791 823.55 -127.55 69.66 313.60 147 1 525 565.29 6 791 824.27 -130.36 69.64 313.67 150 1 525 564.53 6 791 824.99 -133.17 69.70 313.60 153 1 525 563.78 6 791 825.71 -135.99 69.74 313.49 156 1 525 563.03 6 791 826.42 -138.80 69.68 313.66 159 1 525 562.27 6 791 827.14 -141.61 69.63 313.60 162 1 525 561.51 6 791 827.86 -144.43 69.64 313.58 165 1 525 560.75 6 791 828.58 -147.24 69.59 312.98 168 1 525 559.99 6 791 829.30 -150.05 69.53 313.89 171 1 525 559.24 6 791 830.03 -152.86 69.41 314.03 174 1 525 558.48 6 791 830.76 -155.67 69.42 314.11 177 1 525 557.71 6 791 831.49 -158.48 69.45 312.88 180 1 525 556.95 6 791 832.22 -161.28 69.34 314.53 183 1 525 556.20 6 791 832.97 -164.09 69.22 314.93 186 1 525 555.44 6 791 833.72 -166.89 69.17 315.20 189 1 525 554.69 6 791 834.48 -169.70 69.22 315.20 192 1 525 553.94 6 791 835.23 -172.50 69.20 315.37 195 1 525 553.19 6 791 835.99 -175.31 69.13 315.25 198 1 525 552.44 6 791 836.75 -178.11 69.16 315.20 201 1 525 551.69 6 791 837.51 -180.91 69.19 315.16 204 1 525 550.94 6 791 838.26 -183.72 69.17 315.18 207 1 525 550.19 6 791 839.02 -186.52 69.20 315.33 210 1 525 549.44 6 791 839.78 -189.33 69.16 315.80 213 1 525 548.70 6 791 840.55 -192.13 69.13 316.03 216 1 525 547.95 6 791 841.32 -194.93 69.07 316.00 219 1 525 547.21 6 791 842.09 -197.74 69.07 316.38 222 1 525 546.47 6 791 842.87 -200.54 69.01 316.59 225 1 525 545.73 6 791 843.65 -203.34 68.97 316.61 228 1 525 544.99 6 791 844.43 -206.14 68.96 316.64 231 1 525 544.26 6 791 845.22 -208.94 68.98 316.62 234 1 525 543.52 6 791 846.00 -211.74 68.95 316.62 237 1 525 542.77 6 791 846.78 -214.54 68.94 316.55 240 1 525 542.03 6 791 847.56 -217.34 68.94 316.54 243 1 525 541.29 6 791 848.35 -220.14 68.91 316.50 246 1 525 540.55 6 791 849.13 -222.94 68.90 316.47 249 1 525 539.80 6 791 849.91 -225.73 68.91 316.44 252 1 525 539.06 6 791 850.70 -228.53 68.94 316.44 255 1 525 538.32 6 791 851.48 -231.33 68.94 316.63 258 1 525 537.58 6 791 852.26 -234.13 68.92 316.74 261 1 525 536.84 6 791 853.05 -236.93 68.90 316.78 264 1 525 536.10 6 791 853.84 -239.73 68.88 316.89 267 1 525 535.36 6 791 854.63 -242.53 68.85 316.90
61 EMS deviation survey OL-KR29 Appendix 8.6
Depth, m y X z Dip,0 Azimuth,0
270 1 525 534.62 6 791 855.42 -245.33 68.84 317.31 273 1 525 533.89 6 791 856.22 -248.12 68.79 317.41 276 1 525 533.16 6 791 857.02 -250.92 68.78 317.53 279 1 525 532.42 6 791 857.82 -253.72 68.79 317.60 282 1 525 531.69 6 791 858.62 -256.51 68.86 317.59 285 1 525 530.96 6 791 859.42 -259.31 68.76 317.77 288 1 525 530.23 6 791 860.23 -262.11 68.64 318.10 291 1 525 529.50 6 791 861.04 -264.90 68.68 318.01 294 1 525 528.77 6 791 861.85 -267.70 68.68 318.08 297 1 525 528.05 6 791 862.67 -270.49 68.70 318.23 300 1 525 527.32 6 791 863.48 -273.29 68.71 317.96 303 1 525 526.60 6 791 864.29 -276.08 68.75 319.14 306 1 525 525.88 6 791 865.11 -278.88 68.78 318.60
. 309 1 525 525.17 6 791 865.93 -281.67 68.80 318.93 312 1 525 524.46 6 791 866.75 -284.47 68.86 319.26 315 1 525 523.75 6 791 867.56 -287.27 68.87 318.60 318 1 525 523.04 6 791 868.38 -290.07 68.85 320.01 321 1 525 522.34 6 791 869.21 -292.87 68.83 319.35 324 1 525 521.63 6 791 870.03 -295.66 68.80 318.87 327 1 525 520.92 6 791 870.84 -298.46 68.79 318.72 330 1 525 520.20 6 791 871.66 -301.26 68.83 318.43 333 1 525 519.48 6 791 872.46 -304.06 68.91 318.27 336 1 525 518.76 6 791 873.27 -306.85 68.94 317.67 339 1 525 518.03 6 791 874.06 -309.65 69.01 317.65 342 1 525 517.31 6 791 874.85 -312.46 69.07 317.68 345 1 525 516.59 6 791 875.64 -315.26 69.15 317.67 348 1 525 515.87 6 791 876.43 -318.06 69.23 317.39 351 1 525 515.15 6 791 877.21 -320.87 69.27 317.62 354 1 525 514.44 6 791 878.00 -323.67 69.30 317.71 357 1 525 513.73 6 791 878.78 -326.48 69.35 317.81 360 1 525 513.01 6 791 879.56 -329.29 69.39 317.18 363 1 525 512.30 6 791 880.34 -332.10 69.42 317.93 366 1525 511.59 6 791 881.12 -334.91 69.44 317.99 369 1 525 510.89 6 791 881.91 -337.72 69.49 318.05 372 1 525 510.19 6 791 882.69 -340.53 69.51 318.11 375 1 525 509.49 6 791 883.47 -343.34 69.52 318.18 378 1 525 508.79 6 791 884.25 -346.15 69.57 318.12 381 1 525 508.09 6 791 885.03 -348.96 69.60 318.11 384 1 525 507.39 6 791 885.81 -351.77 69.67 318.16 387 1 525 506.70 6 791 886.58 -354.58 69.72 318.23 390 1 525 506.01 6 791 887.36 -357.40 69.72 318.26 393 1 525 505.31 6 791 888.14 -360.21 69.73 318.34
396 1 525 504.62 6 791 888.91 -363.03 69.71 318.44 399 1 525 503.93 6 791 889.69 -365.84 69.73 318.42 402 1 525 503.25 6 791 890.47 -368.66 69.78 318.42 405 1 525 502.56 6 791 891.24 -371.47 69.81 318.53 408 1 525 501.87 6 791 892.02 -374.29 69.82 318.65
62 EMS deviation survey OL-K.R29 Appendix 8.6
Depth, m y X z Dip,0 Azimuth,0
411 1 525 501.19 6 791 892.80 -377.10 69.86 318.67 414 1 525 500.51 6 791 893.57 -379.92 69.88 318.78 417 1 525 499.83 6 791 894.35 -382.74 69.89 318.90 420 1 525 499.15 6 791 895.13 -385.55 69.94 318.91 423 1 525 498.48 6 791 895.90 -388.37 69.94 318.91 426 1 525 497.80 6 791 896.68 -391.19 69.95 318.89 429 1 525 497.12 6 791 897.45 -394.01 69.95 318.91 432 1 525 496.45 6 791 898.23 -396.83 69.92 318.89 435 1 525 495.77 6 791 899.00 -399.64 69.94 318.87 438 1 525 495.09 6 791 899.78 -402.46 69.95 318.83 441 1 525 494.42 6 791 900.55 -405.28 69.88 318.87 444 1 525 493.74 6 791 901.33 -408.10 69.92 319.11 447 1 525 493.07 6 791 902.11 -410.91 69.94 319.35 450 1 525 492.40 6 791 902.89 -413.73 69.98 319.36 453 1 525 491.73 6 791 903.67 -416.55 69.97 319.50 456 1 525 491.06 6 791 904.45 -419.37 69.94 319.70 459 1 525 490.40 6 791 905.24 -422.19 69.93 319.90 462 1 525 489.74 6 791 906.03 -425.01 69.97 320.20 465 1 525 489.08 6 791 906.82 -427.83 70.03 320.52 468 1 525 488.43 6 791 907.61 -430.65 70.09 320.68 471 1 525 487.79 6 791 908.40 -433.47 70.16 320.79 474 1 525 487.15 6 791 909.19 -436.29 70.20 320.96 477 1 525 486.51 6 791 909.98 -439.11 70.27 321.12 480 1 525 485.87 6 791 910.77 -441.94 70.31 321.33 483 1 525 485.25 6 791 911.56 -444.76 70.29 321.77 486 1 525 484.62 6 791 912.36 -447.58 70.25 322.13 489 1 525 484.00 6 791 913.15 -450.41 70.32 322.26 492 1 525 483.38 6 791 913.96 -453.23 70.28 322.54 495 1 525 482.77 6 791 914.76 -456.06 70.25 322.78 498 1 525 482.16 6 791 915.57 -458.88 70.23 323.14 501 1 525 481.55 6 791 916.38 -461.70 70.22 323.34 504 1 525 480.95 6 791 917.20 -464.53 70.19 323.76 507 1 525 480.35 6 791 918.02 -467.35 70.09 323.90 510 1 525 479.74 6 791 918.85 -470.17 70.04 324.01 513 1 525 479.14 6 791 919.68 -472.99 69.96 324.20 516 1 525 478.54 6 791 920.52 -475.80 69.94 324.43 519 1 525 477.95 6 791 921.36 -478.62 69.85 324.77 522 1 525 477.35 6 791 922.20 -481.44 69.82 324.92 525 1 525 476.76 6 791 923.05 -484.25 69.77 325.21 528 1 525 476.17 6 791 923.91 -487.07 69.71 325.50 531 1 525 475.58 6 791 924.77 -489.88 69.65 325.86 534 1 525 474.99 6 791 925.63 -492.69 69.59 326.14 537 1 525 474.41 6 791 926.51 -495.50 69.54 326.39 540 1 525 473.83 6 791 927.38 -498.31 69.47 326.66 543 1 525 473.26 6 791 928.26 -501.12 69.41 326.96 546 1 525 472.68 6 791 929.15 -503.93 69.33 327.18 549 1 525 472.11 6 791 930.04 -506.74 69.25 327.43
63 EMS deviation survey OL-KR29 Appendix 8.6
Depth, m y X z Dip,0 Azimuth,0
552 1 525 471.54 6 791 930.94 -509.54 69.16 327.66 555 1 525 470.97 6 791 931.85 -512.35 69.10 327.77 558 1 525 470.40 6 791 932.75 -515.15 69.04 327.91 561 1 525 469.83 6 791 933.66 -517.95 68.97 328.00 564 1 525 469.26 6 791 934.58 -520.75 68.94 328.96 567 1 525 468.70 6 791 935.51 -523.55 68.89 328.53 570 1 525 468.14 6 791 936.43 -526.35 68.82 329.08 573 1 525 467.58 6 791 937.36 -529.14 68.67 328.86 576 1 525 467.02 6 791 938.30 -531.93 68.60 329.40 579 1 525 466.46 6 791 939.25 -534.73 68.53 329.55 582 1 525 465.91 6 791 940.19 -537.52 68.48 329.69 585 1 525 465.35 6 791 941.15 -540.31 68.40 329.93 588 1 525 464.80 6 791 942.10 -543.10 68.40 330.13 591 1 525 464.25 6 791 943.06 -545.89 68.33 330.30 594 1 525 463.70 6 791 944.03 -548.67 68.22 330.65 597 1 525 463.16 6 791 945.01 -551.46 68.04 330.95 600 1 525 462.61 6 791 945.99 -554.24 67.92 331.11 603 1 525 462.07 6 791 946.98 -557.02 67.78 331.40 606 1 525 461.53 6 791 947.98 -559.79 67.69 331.46 609 1 525 460.98 6 791 948.98 -562.57 67.56 331.55 612 1 525 460.44 6 791 949.99 -565.34 67.50 331.50 615 1 525 459.89 6 791 951.00 -568.11 67.44 331.60 618 1 525 459.34 6 791 952.02 -570.88 67.38 331.73 621 1 525 458.79 6 791 953.03 -573.65 67.31 331.77 624 1 525 458.25 6 791 954.05 -576.42 67.26 331.84 627 1 525 457.70 6 791 955.08 -579.18 67.14 332.04 630 1 525 457.15 6 791 956.11 -581.94 66.96 332.17 633 1 525 456.60 6 791 957.15 -584.70 66.88 332.20 636 1 525 456.06 6 791 958.20 -587.46 66.81 332.36 639 1 525 455.51 6 791 959.25 -590.22 66.78 332.43 642 1 525 454.96 6 791 960.30 -592.98 66.72 332.53 645 1 525 454.41 6 791 961.35 -595.73 66.68 332.70 648 1 525 453.87 6 791 962.41 -598.49 66.66 332.84 651 1 525 453.33 6 791 963.47 -601.24 66.62 333.07 654 1 525 452.79 6 791 964.53 -603.99 66.56 333.31 657 1 525 452.26 6 791 965.60 -606.75 66.52 333.45 660 1 525 451.72 6 791 966.67 -609.50 66.49 333.50 663 1 525 451.19 6 791 967.74 -612.25 66.43 333.72 666 1 525 450.66 6 791 968.82 -615.00 66.41 333.82 669 1 525 450.13 6 791 969.90 .-617.75 66.38 333.89 672 1 525 449.60 6 791 970.98 -620.49 66.34 334.14 675 1 525 449.08 6 791 972.06 -623.24 66.33 334.24 678 1 525 448.56 6 791 973.15 -625.99 66.25 334.49 681 1 525 448.04 6 791 974.24 -628.73 66.21 334.66 684 1 525 447.52 6 791 975.34 -631.48 66.11 334.84 687 1 525 447.00 6 791 976.44 -634.22 66.03 334.98 690 1 525 446.49 6 791 977.55 -636.96 65.94 335.17
EMS deviation survey OL-KR29
Depth, m y
693 1 525 445.98 696 1 525 445.47 699 1 525 444.96 702 1 525 444.45 705 1 525 443.95 708 1 525 443.44 711 1 525 442.94 714 1 525 442.43 717 1 525 441.93 720 1 525 441.43 723 1 525 440.93 726 1 525 440.44 729 1 525 439.94 732 1 525 439.44 735 1 525 438.95 738 1 525 438.46 741 1 525 437.97 744 1 525 437.47 747 1 525 436.98 750 1 525 436.48 753 1 525 435.99 756 1 525 435.49 759 1 525 434.99
EMS deviation survey OL-KR29B
Initial azimuth 313.51 Initial dip 69.54 Declination 4.99 degree east
Depth, m y
0 1 525 606.28 3 1 525 605.52 6 1 525 604.75 9 1 525 603.98 12 1 525 603.21 15 1 525 602.44 18 1 525 601.67 21 1 525 600.91 24 1 525 600.14 27 1 525 599.37 30 1 525 598.60 33 1 525 597.84 36 1 525 597.08 39 1 525 596.31 42 1 525 595.54
64
X 6 791 978.66 6 791 979.77 6 791 980.89 6 791 982.02 6 791 983.14 6 791 984.28 6 791 985.41 6 791 986.56 6 791 987.70 6 791 988.86 6 791 990.01 6 791 991.17 6 791 992.33 6 791 993.50 6 791 994.68 6 791 995.86 6 791 997.04 6 791 998.24 6 791 999.46 6 792 000.68 6 792 001.91 6 792 003.15 6 792 004.38
X 6 791 789.90 6 791 790.61 6 791 791.31 6 791 791.99 6 791 792.68 6 791 793.36 6 791 794.05 6 791 794.75 6 791 795.45 6 791 796.15 6 791 796.86 6 791 797.56 6 791 798.27 6 791 798.97 6 791 799.67
Appendix 8.6
z Dip,0 Azimuth,0
-639.70 65.92 335.34 -642.44 65.84 335.54 -645.17 65.78 335.63 -647.91 65.72 335.72 -650.64 65.64 335.91 -653.38 65.53 336.17 -656.10 65.47 336.09 -658.83 65.34 336.15 -661.56 65.27 336.51 -664.28 65.24 336.59 -667.01 65.16 336.72 -669.73 65.11 336.88 -672.45 65.01 337.04 -675.17 64.92 336.91 -677.88 64.84 337.36 -680.60 64.74 337.47 -683.31 64.53 337.58 -686.01 64.18 337.76 -688.71 63.90 337.88 -691.40 63.82 337.98 -694.09 63.72 338.06 -696.78 63.68 338.07 -699.47 63.56 338.16
z Dip,0 Azimuth,0
7.15 69.54 313.51 4.34 69.72 312.50 1.52 69.93 311.58 -1.30 69.89 311.81 -4.11 69.92 311.69 -6.93 69.90 311.87 -9.75 69.88 311.93
-12.56 69.76 312.26 -15.38 69.68 312.52 -18.19 69.69 312.43 -21.00 69.70 312.84 -23.82 69.73 313.00 -26.63 69.74 312.84 -29.45 69.69 312.00 -32.26 69.65 312.00
65
EMS-deviation survey
Posivo.J Olkiluoto
EMS Ol-KR29 Mo.p projection
Declino. tion 4.99° eo.st
Sco.le 1=2000
Enol of survey. HorizontQl olistClnce 270.71 M <hole length 759 M)
Liite 8.7
N
11
11
DistClnce of MQrkeol points 30 M
InitiCll ClZiMuth 314.56•
DL-KR29
66 EMS-deviation survey Liite 8.7
Posivo., Olkiluoto
EMS-survey OL -KR29 dip projection
Surf'oce +7.32 Sco.le 1:4000
Distonce of' Morked surve points 30 M
Initiol dip 70.19°
. Level _ 699 .4 71--__ E_n_d_p_o_i_n_t_o_f'_s_u_r_v_e_y_7_5_9_M_--4-...,>
\~.\b <"
S tro. ight line <not o. survey result>
PosivQ, Olkiluoto
EMS-survey DL -KR29 \JE Qncl SN projection ScQle 1=5000
V - E S - N
Surf'o.ce +7.32 Surf'o.ce +7.32
Stro.ight line <not o. survey result>
Cho.nge of' Northing 215.86 ho.nge of' Eo.sting -16l37 M
Level -699.4 7 Level -699.4 7 End of' survey 759 M End of' survey 759 M
tr:1 ~ r:/). I
~ ...... . a ...... . 0 t:S tl.l
£:; a '<
~ ~::: ....... (t)
00 -....,J
0\ -....,J
68
69
CONSTRUCTION OF THE UPPER PART OF BOREHOLE OL-KR29
DIMENSIONS
Z - top of the casing = + 7.95 m Z- ground level = +7.32 m
a= 40.02 m b = 0.67 m c=870.18m
Liite 8.8
IIJ::_ I
'''= '''= '''= ''=
~
0 ~
L? C:l 0
DIMENSIONS
~
~
70
CONSTRUCTION OF THE UPPER PART OF BOREHOLE OL-KR298
lJ lJ ~
lJ lJ
Z- top of the casing=+ 7.76 m Z- ground level= +7.15 m
a= 0.87 m b = 1.26 m c = 0.65 m d = 45.60 m
Liite 8.8
0 L? ~
lJ ~
71 Drilling water samples, borehole OL-K.R29
Date Time Depth Flowmeter reading
litres m before after
28.7. 11:35 39.94 3 791-000 3 794 000 28.7. 17:00 43.64 3-794 000 3 797 000 28.7. 21:00 48.90 3 797 000 3 800 000 29.7. 0:00 56.33 3 800 000 3 803 000 29.7. 3:40 62.42 3 803 000 3 806 000 29.7. 6:50 68.43 3 806 000 3 809 000 29.7. 9:00 74.36 3 809 000 3 812 000 29.7. 12:40 82.50 3 812 000 3 815 000 29.7. 17:30 86.50 3 815 000 3 818 000 29.7. 20:45 95.50 3 818 000 3 821 000 30.7. 5:15 98.57 3 821 000 3 824 000 30.7. 7:25 104.45 3 824 000 3 827 000 30.7. 8:45 110.54 3 827 000 3 830 000 30.7. 11:45 116.56 3 830 000 3 833 000 30.7. 11:15 122.54 3 833 000 3 836 000 30.7. 14:15 128.10 3 836 000 3 839 000 30.7. 18:20 134.52 3 839 000 3 842 000 31.7. 0:30 137.57 3 842 000 3 845 000 31.7. 2:50 143.58 3 845 000 3 848 000 31.7. 5:25 3,58 SOF 3 848 000 3 851 000 31.7. 8:30 146.58 3 851 000 3 854 000 31.7. 10:30 152.57 3 854 000 3 857 000 31.7. 17:10 157.20 3 857 000 3 860 000 31.7. 20:45 161.60 3 860 000 3 863 000
1.8. 1:20 167.65 3 863 000 3 866 000 1.8. 4:20 172.30 3 866 000 3 869 000 1.8. 5:50 175.10 3 869 000 3 872 000 1.8. 9:10 179.44 3 872 000 3 875 000 1.8. 12:40 185.55 3 875 000 3 878 000 1.8. 17:00 191.64 3 878 000 3 881 000 1.8. 20:00 194.63 3 881 000 3 884 000 1.8. 21:30 197.74 3 884 000 3 887 000 2.8. 2:45 203.67 3 887 000 3 890 000 2.8. 5:15 206.71 3 890 000 3 893 000 2.8. 6:30 211.30 3 893 000 3 896 000 2.8. 9:00 214.50 3 896 000 3 899 000 2.8. 11:00 220.60 3 899 000 3 902 000 2.8. 19:25 223.62 3 902 000 3 905 000 2.8. 21:30 229.68 3 905 000 3 908 000 3.8. 1:50 232.71 3 908 000 3 911 000 3.8. 3:20 238.60 3 911 000 3 914 000
Appendix 8.9
Volume Batch Electric Label conduc- concentration
tivity litres no mS/m J.tg I 1 3000 1 19.5 500 3000 2 19.7 501 3000 3 19.3 474 3000 4 19.3 438 3000 5 19.4 461 3000 6 19.5 478 3000 7 19.5 465 3000 8 19.5 455 3000 9 19.5 512 3000 10 19.4 472 3000 11 19.4 503 3000 12 19.2 466 3000 13 19.5 511 3000 14 19.5 488 3000 15 19.8 457 3000 16 19.5 440 3000 17 19.5 477 3000 18 19.5 468 3000 19 19.3 474 3000 20 19.5 455 3000 21 19.7 458 3000 22 19.7 460 3000 23 19.6 458 3000 24 19.6 456 3000 25 19.5 481 3000 26 19.4 462 3000 27 19.5 470 3000 28 19.7 470 3000 29 19.7 531 3000 30 19.7 447 3000 31 19.6 515 3000 32 19.6 457 3000 33 19.7 464 3000 34 19.8 458 3000 35 19.6 469 3000 36 19.7 447 3000 37 19.6 470 3000 38 19.7 469 3000 39 19.6 460 3000 40 19.7 484 3000 41 19.6 480
72 Drilling water samples, borehole OL-KR29
Date Time Depth Flowmeter reading
litres m before after
3.8. 9:10 242.10 3 914 000 3 917 000 3.8. 12:05 248.22 3 917 000 3 920 000 3.8. 17:00 251.29 3 920 000 3 923 000 3.8. 20:00 254.34 3 923 000 3 926 000 4.8. 2:10 257.47 3 926 000 3 929 000 4.8. 4:30 260.53 3 929 000 3 932 000 4.8. 8:35 263.54 3 932 000 3 935 000 4.8. 13:00 266.60 3 935 000 3 938 000 4.8. 14:35 272.67 3 938 000 3 941 000 4.8. 18:10 275.72 3 941 000 3 944 000 4.8. 20:15 278.84 3 944 000 3 947 000 4.8. 21:30 282.60 3 947 000 3 950 000 5.8. 1:20 290.84 3 950 000 3 953 000 5.8. 8:55 293.85 3 953 000 3 956 000 5.8. 13:30 296.84 3 956 000 3 959 000 5.8. 16:00 302.86 3 959 000 3 962 000 5.8. 18:05 302.86 3 962 000 3 965 000 5.8. 21:00 305.84 3 965 000 3 968 000 5.8. 23:15 311.84 3 968 000 3 971 000 6.8. 3:40 317.84 3 971 000 3 974 000 6.8. 9:35 320.84 3 974 000 3 977 000 6.8. 11:20 323.84 3 977 000 3 980 000 6.8. 14:00 326.84 3 980 000 3 983 000 6.8. 17:55 329.84 3 983 000 3 986 000 6.8. 21:15 332.10 3 986 000 3 989 000 6.8. 22:30 335.14 3 989 000 3 992 000 7.8. 1:15 338.84 3 992 000 3 995 000 7.8. 3:40 341.84 3 995 000 3 998 000 7.8. 8:25 347.84 3 998 000 4 001 000 7.8. 11:10 350.84 4 001 000 4 004 000 7.8. 12:45 353.84 4 004 000 4 007 000 7.8. 15:35 359.50 4 007 000 4 010 000 7.8. 19:00 362.81 4 010 000 4 013 000 7.8. 23:00 365.84 4 013 000 4 016 000 8.8. 6:45 368.84 4 016 000 4 019 000 8.8. 23:00 374.84 4 019 000 4 022 000 9.8. 2:00 377.84 4 022 000 4 025 000 9.8. 4:20 381.20 4 025 000 4 028 000
10.8. 7:25 385.35 4 028 000 4 031 000 10.8. 9:20 389.84 4 031 000 4 034 000 10.8. 12:55 392.84 4 043 000 4 037 000
Appendix 8.9
Volume Batch Electric Label conduc- concentration
tivity litres no mS/m J.lg I 1 3000 42 19.7 477 3000 43 19.7 436 3000 44 19.8 456 3000 45 19.7 458 3000 46 19.9 495 3000 47 19.9 480 3000 48 19.7 430 3000 49 19.8 490 3000 50 19.6 450 3000 51 19.8 450 3000 52 19.8 480 3000 53 19.8 510 3000 54 19.9 470 3000 55 19.8 420 3000 56 19.9 470 3000 57 19.9 470 3000 58 19.9 470 3000 59 20.1 480 3000 60 19.9 500 3000 61 19.9 440 3000 62 19.9 390 3000 63 19.9 450 3000 64 19.8 460 3000 65 20.2 460 3000 66 20.2 470 3000 67 20.1 440 3000 68 20.2 470 3000 69 20.0 460 3000 70 19.9 430 3000 71 20.0 450 3000 72 20.0 440 3000 73 20.0 460 3000 74 20.1 460 3000 75 20.0 470 3000 76 20.0 470 3000 77 20.1 440 3000 78 20.3 480
30000 79 20.2 470 3000 80 20.1 460 3000 81 20.3 470 3000 82 20.2 470
73 Drilling water samples, borehole OL-KR29
Date Time Depth Flowmeter reading
litres m before after
10.8. 15:30 395.84 4 037 000 4 040 000 10.8. 18:15 398.84 4 040 000 4 043 000 11.8. 0:20 404.84 4 043 000 4 046 000 11.8. 2:30 407.84 4 046 000 4 049 000 11.8. 5:00 410.84 4 049 000 4 052 000 11.8. 9:35 413.84 4 052 000 4 055 000 11.8. 12:05 416.84 4 055 000 4 058 000 11.8. 16:30 422.84 4 058 000 4 061 000 11.8. 19:20 425.84 4 061 000 4 064 000 11.8. 21:30 428.84 4 064 000 4 067 000 12.8. 1:30 431.84 4 067 000 4 070 000 12.8. 4:00 434.84 4 070 000 4 073 000 12.8. 4:45 437.84 4 073 000 4 076 000 12.8. 11:35 440.84 4 076 000 4 079 000 12.8. 13:20 443.84 4 079 000 4 082 000 12.8. 15:40 444.24 4 082 000 4 085 000 12.8. 18:30 446.84 4 085 000 4 088 000 12.8. 21:00 449.84 4 088 000 4 091 000 13.8. 0:10 452.84 4 091 000 4 094 000 13.8. 2:00 455.84 4 094 000 4 097 000 13.8. 6:30 460.00 4 097 000 4 100 000 13.8. 8:50 462.90 4 100 000 4 103 000 13.8. 11:00 466.30 4103 000 4 106 000 13.8. 13:30 470.30 4106 000 4 109 000 13.8. 15:20 473.84 4 109 000 4112 000 13.8. 17:35 476.84 4112 000 4115 000 13.8. 19:30 479.86 4115 000 4118 000 14.8. 0:40 482.84 4118 000 4 121 000 14.8. 3:20 485.32 4 121 000 4 124 000 14.8. 5:15 488.37 4 124 000 4 127 000 14.8. 6:40 491.39 4 127 000 4 130 000 14.8. 10:00 493.84 4 130 000 4 133 000 14.8. 17:55 496.94 4 133 000 4 136 000 14.8. 20:00 503.14 4 136 000 4 139 000 14.8. 21:30 506.14 4 139 000 4 142 000 15.8. 0:10 509.18 4 142 000 4 145 000 15.8. 4:00 512.28 4 145 000 4 148 000 15.8. 19:25 515.38 4 148 000 4 151 000 15.8. 21:30 518.32 4 151 000 4 154 000 16.8. 0:45 521.32 4 154 000 4 157 000 16.8. 2:55 524.34 4 157 000 4160 000
Appendix 8.9
Volume Batch Electric Label conduc- concentration
tivity litres no mS/m Jlg I 1 3000 83 20.2 470 3000 84 20.2 480 3000 85 20.1 460 3000 86 20.0 440 3000 87 20.0 430 3000 88 20.2 460 3000 89 20.4 450 3000 90 21.6 460 3000 91 20.7 470 3000 92 20.5 480 3000 93 20.2 450 3000 94 20.0 460 3000 95 20.4 490 3000 96 21.0 490 3000 97 20.6 470 3000 98 20.5 480 3000 99 20.6 470 3000 100 20.3 450 3000 101 20.5 430 3000 102 20.3 460 3000 103 20.6 460 3000 104 20.6 470 3000 105 20.6 490 3000 106 20.7 420 3000 107 20.7 470 3000 108 20.6 480 3000 109 20.6 450 3000 110 21.3 460 3000 111 20.3 500 3000 112 21.0 480 3000 113 20.7 450 3000 114 20.8 450 3000 115 20.7 460 3000 116 20.8 480 3000 117 20.7 450 3000 118 20.6 470 3000 119 20.6 470 3000 120 20.9 430 3000 121 20.8 410 3000 122 20.8 450 3000 123 21.0 490
74 Drilling water samples, borehole OL-KR29
Date Time Depth Flowmeter reading
litres m before after
16.8. 5:10 527.34 4 160 000 4 163 000 16.8. 8:00 530.44 4 163 000 4166 000 16.8. 10:00 536.14 4 166 000 4 169 000 16.8. 12:10 539.52 4169 000 4 172 000 16.8. 13:20 542.58 4 172 000 4175 000 16.8. 14:50 545.61 4 175 000 4 178 000 16.8. 16:45 547.83 4 178 000 4 181 000 16.8. 19:00 550.14 4 181 000 4184 000 16.8. 22:50 553.94 4 184 000 4 187 000 17.8. 4:15 557.04 4 187 000 4 190 000 17.8. 9:40 560.12 4 190 000 4 193 000 17.8. 11:35 563.20 4 196 000 4 196 000 17.8. 14:00 566.21 4 196 000 4199 000 17.8. 14:45 569.26 4 199 000 4 202 000 17.8. 16:25 572.30 4 202 000 4 205 000 17.8. 17:30 575.37 4 205 000 4 208 000 17.8. 19:30 575.37 4 208 000 4 211 000 17.8. 20:05 578.40 4 211 000 4 214 000 18.8. 0:20 581.44 4 214 000 4 217 000 18.8. 3:00 584.49 4 217 000 4 220 000 18.8. 4:15 587.52 4 220 000 4 223 000 18.8. 8:15 590.60 4 223 000 4 226 000 18.8. 11:15 593.21 4 226 000 4 229 000 18.8. 13:10 593.21 4 229 000 4 232 000 18.7. 14:00 596.26 4 232 000 4 235 000 18.8. 16:40 599.30 4 235 000 4 238 000 18.8. 19:20 602.34 4 238 000 4 241 000 18.8. 21:30 605.40 4 241 000 4 244 000 18.8. 23:25 608.44 4 244 000 4 247 000 19.8. 1:00 611.51 4 247 000 4 250 000 19.8. 3:35 614.55 4 250 000 4 253 000 19.8. 8:00 614.45 4 253 000 4 256 000 19.8. 10:45 617.48 4 256 000 4 259 000 19.8. 12:00 620.58 4 259 000 4 262 000 19.8. 14:00 623.70 4 262 000 4 265 000 20.8. 23:00 624.26. 4 265 000 4 268 000 20.8. 1:00 626.77 4 268 000 4 271 000 20.8. 2:55 629.84 4 271 000 4 274 000 20.8. 5:15 632.69 4 274 000 4 277 000 20.8. 8:10 635.84 4 277 000 4 280 000 20.8. 11:00 638.71 4 280 000 4 283 000
Appendix 8.9
Volume Batch Electric Label conduc- concentration
tivity litres no mS/m ll_g_ I 1 3000 124 20.7 460 3000 125 20.7 460 3000 126 20.8 440 3000 127 20.8 490 3000 128 20.6 500 3000 129 20.8 460 3000 130 20.8 500 3000 131 20.6 430 3000 132 20.8 470 3000 133 20.7 510 3000 134 20.6 440 3000 135 20.8 370 3000 136 20.9 420 3000 137 21.0 460 3000 138 20.8 450 3000 139 20.5 480 3000 140 20.5 460 3000 141 20.9 440 3000 142 20.9 500 3000 143 20.9 490 3000 144 20.9 460 3000 145 20.8 440 3000 146 20.7 420 3000 147 20.7 440 3000 148 21.0 450 3000 149 21.0 480 3000 150 20.9 440 3000 151 21.1 450 3000 152 20.8 460 3000 153 20.8 490 3000 154 20.8 500 3000 155 20.9 440 3000 156 20.8 480 3000 157 20.9 410 3000 158 21.0 450 3000 159 20.8 500 3000 160 20.9 470 3000 161 20.8 470 3000 162 20.7 430 3000 163 21.0 450 3000 164 20.8 480
75 Drilling water samples, borehole OL-K.R29
Date Time Depth Flowmeter reading
litres m before after
20.8. 13:00 641.74 4 283 000 4 286 000 23.8. 6:45 641.74 4 286 000 4 289 000 23.8. 9:10 644.74 4 289 000 4 292 000 23.8. 10:35 647.74 4 292 000 4 295 000 23.8. 11:55 650.79 4 295 000 4 298 000 23.8. 13:30 650.79 4 298 000 4 301 000 23.8. 15:30 653.84 4 301 000 4 304 000 23.8. 21:00 656.64 4 304 000 4 307 000 23.8. 23:20 659.67 4 307 000 4 310 000 24.8. 1:55 662.64 4 310 000 4 313 000 24.8. 3:55 665.72 4 313 000 4 316 000 24.8. 7:45 668.77 4 316 000 4 319 000 24.8. 10:10 668.77 4 319 000 4 322 000 24.8. 15:10 671.84 4 322 000 4 325 000 24.8. 16:50 674.84 4 325 000 4 328 000 24.8. 19:20 677.84 4 328 000 4 331 000 24.8. 21:10 680.84 4 331 000 4 334 000 24.8. 23:00 683.51 4 334 000 4 337 000 25.8. 1:35 686.52 4 337 000 4 340 000 25.8. 23:20 686.52 4 340 000 4 343 000 26.8. 1:20 687.10 4 343 000 4 346 000 26.8. 9:10 689.57 4 346 000 4 349 000 26.8. 10:50 692.55 4 349 000 4 352 000 26.8. 12:50 695.60 4 352 000 4 355 000 26.8. 14:00 698.66 4 355 000 4 358 000 26.8. 16:00 700.00 4 358 000 4 361 000 26.8. 18:00 701.74 4 361 000 4 364 000 26.8. 19:40 704.74 4 364 000 4 367 000 26.8. 21:40 707.74 4 367 000 4 370 000 27.8. 0:15 710.74 4 370 000 4 373 000 27.8. 2:00 710.74 4 373 000 4 376 000 27.8. 3:45 713.69 4 376 000 4 379 000 27.8. 7:10 716.69 4 379 000 4 381 000 27.8. 8:45 719.74 4 382 000 4 385 000 27.8. 10:30 721.70 4 385 000 4 388 000 27.8. 12:00 725.74 4 388 000 4 391 000 27.8. 16:30 725.74 4 391 000 4 394 000 27.8. 18:00 726.90 4 394 000 4 397 000 30.8. 6:50 728.80 4 397 000 4 400 000 30.8. 8:20 731.04 4 400 000 4 403 000 30.8. 11:40 734.04 4 403 000 4 406 000
Appendix 8.9
Volume Batch Electric Label conduc- concentration
tivity litres no mS/m flg I 1 3000 165 20.8 470 3000 166 20.8 470 3000 167 20.8 480 3000 168 20.9 470 3000 169 20.8 490 3000 170 20.8 470 3000 171 21.1 480 3000 172 20.7 460 3000 173 20.7 470 3000 174 20.5 490 3000 175 20.9 500 3000 176 20.8 480 3000 177 20.9 420 3000 178 20.9 460 3000 179 20.8 450 3000 180 20.7 470 3000 181 20.6 450 3000 182 20.6 490 3000 183 20.4 480 3000 184 20.8 470 3000 185 20.8 430 3000 186 20.6 420 3000 187 20.4 450 3000 188 20.8 450 3000 189 20.8 480 3000 190 20.7 450 3000 191 20.6 490 3000 192 20.7 460 3000 193 20.2 470 3000 194 20.4 510 3000 195 20.6 470 3000 196 20.4 450 3000 197 20.6 460 3000 198 20.7 390 3000 199 20.7 460 3000 200 20.7 470 3000 201 20.6 470 3000 202 20.4 460 3000 203 20.5 470 3000 204 20.6 470 3000 205 20.5 460
76 Drilling water samples, borehole OL-KR29
Date Time Depth Flowmeter reading
litres m before after
30.8. 13:30 735.50 4 406 000 4 409 000 30.8. 19:35 736.90 4 409 000 4 412 000 30.8. 23:20 740.01 4 412 000 4 415 000 31.8. 1:20 743.09 4 415 000 4 418 000 31.8. 3:30 746.14 4 418 000 4 421 000 31.8. 5:40 746.14 4 421 000 4 424 000 31.8. 6:45 749.20 4 424 000 4 427 000 31.8. 8:55 752.30 4 427 000 4 430 000 31.8. 10:10 752.30 4 430 000 4 433 000 31.8. 12:00 755.30 4 433 000 4 436 000 31.8. 14:00 758.30 4 436 000 4 439 000 31.8. 16:25 761.30 4 439 000 4 442 000 31.8. 19:15 761.30 4 442 000 4 445 000 31.8. 20:40 764.29 4 445 000 4 448 000 31.8. 22:40 764.40 4 448 000 4 451 000
1.9. 0:40 767.34 4 451 000 4 454 000 1.9. 6:30 770.40 4 454 000 4 457 000 1.9. 8:50 772.50 4 457 000 4 460 000 1.9. 10:05 773.40 4 460 000 4 463 000 1.9. 11:55 776.40 4 463 000 4 466 000 1.9. 14:00 778.23 4 466 000 4 469 000 1.9. 14:55 779.50 4 469 000 4 472 000 1.9. 17:10 781.26 4 472 000 4 475 000 1.9. 23:00 784.28 4 475 000 4 478 000 2.9. 1:15 785.70 4 478 000 4 481 000 2.9. 2:30 787.31 4 481 000 4 484 000 2.9. 3:45 790.34 4 484 000 4 487 000 2.9. 5:30 791.23 4 487 000 4 490 000 2.9. 7:00 791.23 4 490 000 4 493 000 2.9. 14:00 794.27 4 493 000 4 496 000 2.9. 16:20 797.28 4 496 000 4 499 000 2.9. 18:20 797.28 4 499 000 4 502 000 2.9. 19:45 800.34 4 502 000 4 505 000 2.9. 22:50 803.00 4 505 000 4 508 000 3.9. 1:15 803.31 4 508 000 4 511 000 3.9. 2:30 806.38 4 511 000 4 514 000 3.9. 3:30 807.20 4 514 000 4 517 000 3.9. 4:45 809.42 4 517 000 4 520 000 3.9. 6:35 812.30 4 520 000 4 523 000 3.9. 10:00 815.31 4 523 000 4 526 000 3.9. 11:30 815.31 4 526 000 4 529 000
Appendix 8.9
Volume Batch Electric Label conduc- concentration
tivity litres no mS/m J.Lg I 1 3000 206 20.3 460 3000 207 20.3 460 3000 208 20.7 480 3000 209 20.6 430 3000 210 20.6 460 3000 211 20.4 450 3000 212 20.5 450 3000 213 20.5 450 3000 214 20.5 450 3000 215 20.4 470 3000 216 20.4 440 3000 217 20.4 460 3000 218 20.3 460 3000 219 20.5 450 3000 220 20.5 480 3000 221 20.6 460 3000 222 20.6 450 3000 223 20.3 460 3000 224 20.4 470 3000 225 20.4 420 3000 226 20.3 450 3000 227 20.3 460 3000 228 20.4 440 3000 229 20.3 470 3000 230 20.5 450 3000 231 20.5 470 3000 232 20.5 450 3000 233 20.5 460 3000 234 20.7 440 3000 235 20.4 460 3000 236 20.3 440 3000 237 20.4 470 3000 238 20.4 480 3000 239 20.5 460 3000 240 20.4 460 3000 241 20.4 440 3000 242 20.4 460 3000 243 20.4 450 3000 244 20.3 420 3000 245 20.3 450 3000 246 20.4 420
77 Drilling water samples, borehole OL-KR29
Date Time Depth Flowmeter reading
litres m before after
3.9. 13:00 817.10 4 529 000 4 532 000 3.9. 14:40 817.10 4 532 000 4 535 000 3.9. 16:30 818.84 4 535 000 4 538 000 5.9. 22:00 820.60 4 538 000 4 541 000 6.9. 2:25 821.74 4 541 000 4 544 000 6.9. 4:30 824.74 4 544 000 4 547 000 6.9. 6:30 826.50 4 547 000 4 550 000 6.9. 8:00 827.74 4 550 000 4 553 000 6.9. 9:45 830.74 4 553 000 4 556 000 6.9. 11:45 832.10 4 556 000 4 559 000 6.9. 13:20 833.67 4 559 000 4 562 000 6.9. 15:20 836.70 4 562 000 4 565 000 6.9. 17:10 838.20 4 563 000 4 580 000 6.9. 18:30 839.67 4 568 000 4 571 000 6.9. 20:20 839.67 4 571 000 4 574 000 6.9. 22:50 842.71 4 574 000 4 577 000 7.9. 0:25 845.74 4 577 000 4 580 000 7.9. 1:55 847.10 4 580 000 4 583 000 7.9. 4:10 848.74 4 583 000 4 586 000 7.9. 5:15 850.11 4 586 000 4 589 000 7.9. 6:55 852.50 4 589 000 4 592 000 7.9. 14:00 853.11 4 592 000 4 595 000 7.9. 15:40 856.21 4 595 000 4 598 000 7.9. 17:00 856.21 4 598 000 4 601 000 7.9. 18:20 859.21 4 601 000 4 604 000 7.9. 19:30 861.10 4 604 000 4 607 000 7.9. 21:00 862.24 4 607 000 4 610 000 8.9. 0:15 865.30 4 610 000 4 613 000 8.9. 2:00 866.40 4 613 000 4 616 000 8.9. 4:10 868.34 4 616 000 4 619 000 8.9. 6:00 870.29 4 619 000 4 622 000 8.9. 7:55 pesu 4 622 000 4 625 000 8.9. 9:20 pesu 4 625 000 4 628 000 8.9. 16:30 pesu 4 628 000 4 631 000 9.9. 10:15 pesu 4 631 000 4 634 000
Appendix 8.9
Volume Batch Electric Label conduc- concentration
tivity litres no mS/m Jlg_/ 1 3000 247 20.3 440 3000 248 20.4 450 3000 249 20.4 470 3000 250 20.4 450 3000 251 20.4 420 3000 252 20.3 440 3000 253 20.2 450 3000 254 20.2 440 3000 255 20.2 470 3000 256 20.1 470 3000 257 20.3 510 3000 258 20.4 470 3000 259 20.3 460 3000 260 20.2 460 3000 261 20.3 490 3000 262 20.2 470 3000 263 20.3 450 3000 264 20.3 440 3000 265 20.4 480 3000 266 20.2 440 3000 267 20.1 490 3000 268 20.4 460 3000 269 20.5 440 3000 270 20.3 450 3000 271 20.3 470 3000 272 20.3 470 3000 273 20.3 460 3000 274 20.3 490 3000 275 20.4 490 3000 276 20.3 500 3000 277 20.1 460 3000 278 20.2 470 3000 279 20.2 270 3000 280 20.0 460 3000 281 20.2 460
78 Drilling water samples, borehole OL-KR29B
Date Time Depth Flowmeter reading
litres m before after
14.9. 14:00 0.00 4 634 000 4 637 000 15.9. 12:00 4.86 4 637 000 4 640 000 15.9. 23:55 13.39 4 640 000 4 643 000 15.9. 2:40 16.45 4 643 000 4 646 000 16.9. 7:00 26.50 4 646 000 4 649 000 16.9. 10:50 39.50 4 549 000 4 652 000 16.9. 16:00 pesu 4 652 000 4 655 000
Appendix 8.9
Volume Batch Electric Label conduc- concentration
tivity litres no mS/m J.Lg I 1 3000 1 20.3 480 3000 2 20.2 490 3000 3 19.5 430 3000 4 19.6 460 3000 5 20.0 430 3000 6 20.0 480 3000 7 20.0 450
79 Returning water samples, OL-KR29 Appendix 8.10
Date Time Depth Sample Flushing water Label batch concentration
m no no JJ.g I 1 29.7. 7:50 65.43 1 5 444 30.7. 6:50 107.54 2 12 423 31.7. 9:50 146.58 3 20 442
1.8. 6:45 173.32 4 21 497 2.8. 7:10 209.70 5 34 500 3.8. 7:00 235.70 6 40 517 4.8. 7:25 263.54 7 47 521 5.8. 11:00 293.85 8 54 443 6.8. 7:30 317.84 9 60 530 7.8. 7:00 344.84 10 69 476
11.8. 12:35 416.84 11 88 505 13.8. 6:30 458.84 12 102 524 14.8. 6:40 491.39 13 112 527 16.8. 6:45 530.44 14 124 510 17.8. 7:30 557.04 15 132 504 18.8. 9:15 590.60 16 144 502 19.8. 7:05 614.45 17 154 525 20.8. 6:45 632.69 18 161 529 23.8. 7:40 641.74 19 165 450 24.8. 6:30 662.64 20 173 490 26.8. 9:10 686.57 21 183 400 27.8. 7:10 713.69 22 195 450 30.8. 10:50 728.80 23 202 470 31.8. 6:45 746.14 24 210 500
1.9. 7:00 767.34 25 220 285 2.9. 7:00 790.34 26 232 527 3.9. 6:50 809.42 27 242 511 6.9. 7:10 824.74 28 251 440 7.9. 7:40 850.11 29 265 490 8.9. 8:50 870.29 30 276 530
80
Returning water samples OL-KR29B Appendix 8.10
Date Time Depth Sample Flushing water Label batch concentration
m no no Jlg I 1 16.9. 7:00 19.48 1 4 480
81 Water level in borehole during flush pumping, OL-KR29 Appendix 8.11
Date and time Water flow meter Water level m from Remarks litres ground level
10.9.2004 9:25 0.000 2.10 pumping started 10.9.2004 13.35 0.507 0.507 2.10 10.9.2004 13.35 0.507 0.000 2.10 10.9.2004 15:00 1.764 1.257 10.20
10.9.2004 17:00 3.405 1.641 12.00 10.9.2004 19:00 5.058 1.653 13.20 10.9.2004 21:00 6.735 1.677 12.50 10.9.2004 23:00 8.139 1.404 12.59 11.9.2004 1:00 10.122 1.983 13.49 11.9.2004 3:00 11.437 1.315 14.29 11.9.2004 5:00 13.025 1.588 14.38 11.9.2004 7:00 14.660 1.635 15.20 11.9.2004 9:00 16.266 1.606 15.30
11.9.2004 11:00 17.785 1.519 15.60 11.9.2004 13:00 19.500 1.715 20.10
11.9.2004 15:00 21.463 1.963 17.10 11.9.2004 17:00 22.916 1.453 17.40 11.9.2004 18:45 24.502 1.586 17.55 11.9.2004 20:15 25.850 1.348 17.70 11.9.2004 22:00 27.292 1.442 17.71
12.9.2004 0:00 28.990 1.698 17.89 12.9.2004 2:00 30.662 1.672 17.97 12.9.2004 4:00 32.426 1.764 18.11 12.9.2004 7:00 35.025 2.599 19.40
12.9.2004 9:00 36.960 1.935 19.55 12.9.2004 10:00 37.700 0.740 18.90 12.9.2004 12:00 39.285 1.585 19.40 12.9.2004 14:30 41.310 2.025 18.90 12.9.2004 17:00 43.389 2.079 19.00 12.9.2004 19:00 45.292 1.903 18.90 12.9.2004 21:00 46.933 1.641 19.00 12.9.2004 23:00 48.556 1.623 18.98 13.9.2004 1:00 50.528 1.972 19.03 13.9.2004 3:00 51.936 1.408 19.06 13.9.2004 5:00 53.744 1.808 19.10 13.9.2004 7:00 55.315 3.379 19.30 13.9.2004 9:00 56.952 1.637 19.30 13.9.2004 11:00 58.686 1.734 19.40
13.9.2004 11:30 58.697 0.011 19.20 pumping interrupted 13.9.2004 13:00 59.812 1.115 19.90 pumping started
13.9.2004 15:00 61.778 1.966 20.00
13.9.2004 17.00 62.851 3.039 16.31
13.9.2004 19:00 63.981 1.130 13.60
13.9.2004 21:00 65.447 1.466 16.54
82 Water level in borehole during flush pumping, OL-KR29 Appendix 8.11
Date and time Water flow meter Water level m from Remarks litres ground level
13.9.2004 23:00 66.984 1.537 16.65
13.9.2004 1:00 68.477 1.493 17.80
13.9.2004 3:00 69.966 1.489 17.80 13.9.2004 5:00 71.444 1.478 18.80
14.9.2004 6.25 72.559 1.115 17.10 pumping finished
14.9.2004 6:35 11.30 14.9.2004 6:45 11.20 14.9.2004 6:55 12.10
14.9.2004 7:05 12.00
14.9.2004 7:15 11.80 14.9.2004 7:25 11.6 14.9.2004 8:25 11.10 14.9.2004 9.25 11.00
14.9.2004 10.25 10.60 15.9.2004 8:30 6.70 16.9.2004 7:00 5.10
Main rock type Minor subdivisions Rock type Start End Start End m m m m 40.02 870.18 MGN
40.02 43.00 MGN
43.00 52.30 MGN 52.30 61.00 MGN 61.00 65.60 MGN 65.60 76.00 MGN 76.00 86.50 MGN
86.50 93.00 MGN
93.00 95.70 MGN 95.70 140.00 MGN
140.00 173.20 MGN
173.20 222.40 MGN 222.40 245.90 MGN
245.90 273.70 MGN
273.70 276.00 GRAN 276.00 282.75 MGN 282.75 289.00 MGN
289.00 315.30 MGN
315.30 330.80 MGN
331.46 335.50 GRAN
r ____ ~ --~
335.50 347.50 MGN
Description
Migmatized mica gneiss which consists of small to medium grained gneiss and coarse grained granite. Half of the rock is mica gneiss and the other half is mainly coarse grained granite. Rock types are well mixed with each other. Mainly granite but there are gneiss stripes in it (migmatitic granite). Migmatitic mica gneiss. Migmatite (one half gneiss other half granite). Mainly coarse grained granite with some gneiss stripes and sections.
Migmatite (one half gneiss other half granite). Migmatitic sections are devided by short pure pegmatite sections. Migmatitic mica gneiss containing short fine grained homogenous gneiss sections. At the end of this section is short pegmatite section. Fine to medium grained homogenous mica gneiss. No foliation. Migmatitic mica gneiss containing short fine grained homogenous gneiss sections. No one clear direction of foliation. Rock type contains 50% to 90% of mica gneiss. Migmatite (one half gneiss other half granite). Gneiss and granitic material are quite well mixed with each other. (Quarz rich fine grained gneiss section between 151,75 m- 152.57 m.) Migmatite containing 50-90% mica gneiss. Granitic material is coarse grained. Migmatite as in previous section but there are some short fine grained homogenous gneiss sections which contain chlorite and amfibole. Migmatite containing 50-90% mica gneiss. Short pegmatite sections. Variation in direction of foliation. Migmatite is not as homogenous as in previous section. Light colored pegmatite. Migmatite in which folded quarz rich veins and stripes. Small to medium grained quite homogenous mica gneiss. Some light colored granitic veins and stripes occurs. Partly like magmatic rock. Also hornblende occur. Same as in previous section but rock type is hornblende mica gneiss or tonalite. At the end of the section short pegmatite sections. Mica gneiss with only some granite stripes. Some garnets occurs. At the end of the section amount of pegmatite increases. Between 325.60-326.00 m quarz vein. Pegmatite granite. 10-15 mm thick breccia stripe. Migmatite containing 70-90% of mica gneiss. (Pegmatite 338.55 -341.50 m) I
'"'d 0 a ~ ~ ::r ..... (')
e. g. ~ ::I. "0 ..... ~-0
~ \0
~ "0
§. ~·
?0 -N
00 Vl
Main rock type Minor subdivisions Rock type Start End Start End m m m m
336.10 336.68 347.50 355.20 MGN 355.20 369.20 MGN 369.20 384.50 MGN
384.50 427.60 MGN 427.60 430.45 GRAN 430.45 440.40 MGN 440.40 445.70 GRAN 445.70 460.20 MGN
460.20 502.60 MGN
502.60 515.20 MGN 515.20 523.40 GRAN 523.40 543.80 MGN 543.80 551.20 MGN 551.20 562.30 MGN 562.30 582.30 MGN
582.30 616.50 MGN 616.50 622.60 GRAN 622.60 648.60 MGN 648.60 652.90 GRAN 652.90 684.00 MGN 684.00 708,30 MGN 708.30 710.30 GRAN 710.30 732.70 MGN 732.70 735.10 GRAN 735.10 738.40 MGN 738.40 742.20 GRAN
Description
Breccia structure. Migmatite containing 80% tonalite like mica gneiss. Hornblende occurs. Mica gneiss. Some folded granitic stripes occurs. (Pegmatite 362.50-365.10 m.) Migmatite containing 70-90% of mica gneiss. Green mineral (probably apatite) in pegmatite section between 373.00- 381.50 m. Partly mica gneiss look like tonalite. Migmatite containing mainly 50-90% mica gneiss. Short unpure pegmatitic/ granitic sections occurs. Pegmatite. Migmatite. Section starts with dark fine grained mica gneiss. Short pegmatite sections occur also. Light colored pegmatite. Some gneiss stripes in it. Microfractures occurs. Migmatite containing 70-90% mica gneiss. Even 1-2 m long pegmatite and medium grained foliated granitic sections in migmatite. Migmatite in which mica gneiss is very homogenous (partly like tonalite). No clear foliation can be seen. Folded granitic stripes occurs in migmatite. Also some 1-1 ,5 m long pure pegmatite sections occurs. Migmatite in which 70-90% mainly fine grained mica gneiss. Foliation is more clear. Light colored pegmatite Migmatite in which 70-90% mica gneiss. Migmatite in which 30-50% mica gneiss. A bit breccia between 545.33-545.38 m Migmatite in which 70-90% mica gneiss. Migmatite in which 50-70% mica gneiss. 1-1,5 m pegmatitic sections in migmatite. No one clear direction of foliation. Migmatite in which 50-70% mica gneiss. No one clear direction of foliation. Mainly pegmatite. Migmatite in which 70-90% mica gneiss. No one clear direction of foliation. Some short pegmatitic sections. Pegmatite with gneiss stripes. Migmatite in which 50-70% mica gneiss. No one clear direction of foliation. Some short pegmatitic sections. Migmatite in which 50-70% mica gneiss. Direction of foliation is more clear. Gneiss in migmatite is more Light colored pegmatite. Migmatite in which 70-90% mica gneiss. Some short pegmatitic sections. Light colored pegmatite. Migmatite in which 70-90% mica gneiss. Light colored pegmatite.
1-0
~ ~ ~ ::r ..... ()
a g. en .g. ::t.
~ 0
~ \0
.G> "d g p.. ..... ~ 00 ~
N
00 ~
Main rock type Minor subdivisions Rock type Start End Start End m m m m
742.20 770.55 MGN 770.55 774.35 GRAN 774.35 811.10 MGN 811.10 815.10 GRAN 815.10 848.20 MGN 848.20 851.50 GRAN 851.50 870.18 MGN
Description
Migmatite in which 70-90% mica gneiss. Some short pegmatitic sections. Light colored pegmatite. Migmatite in which 70-90% mica gneiss. Some short pegmatitic sections. Pegmatite. Some gneiss stripes and one short gneiss section. Migmatite in which 70-90% mica gneiss. Some short pegmatitic sections. Pegmatite. Some gneiss stripes occurs. Migmatite in which 70-90% mica gneiss. Some short pegmatitic sections.
~ ('1) g ~ ::r' ..... 0 e. ft m ::t.
"0 .-+
~·
0 re
~ \0
.6> "0
[ ..... :X ?0 -N
00 Vl
Main rock type Minor subdivisions Rock type Start End Start End m m m m 0.87 45.60 MGN
12.50 18.80 GRAN
Description I
!
Migmatite in which amount of small to medium grained mica gneiss and coarse grained granite variates. Short pure pegmatite sections occurs in migmatite. Pegmatite granite. Some gneiss stripes and short sections occurs.
--------···------- - - --
~ 0 g
t o· ~ -g. :1.
"'CS ...... ~·
0 ~
E \0 tx:l
~ "'CS
[ ~· 00 -N
00 0\
87 Degree of weathering, OL-KR29 Appendix 8.13
Start End Weathering degree Remarks 40.02 52.30 Rpl Co1or of granite is mainly reddish. Some partly
kaolinizedl altered feldspar grains occurs. Weathering is strongest near fractures.
52.30 61.00 RpO(Rp1) Granite stripes are reddish. 61.00 73.00 Rp0-1 Color of granite is mainly reddish. Some partly
kaolinizedl altered feldspar grains occurs.
73.00 106.90 RpO(Rp1) Slight weathering near fractures.
106.90 107.15 Rp1-2 Grain filled fractures.
107.15 157.50 RpO(Rpl) Weathering only near fractures.
157.50 167.30 Rp0-1 Color of granite is getting reddish. Weathering also near fractures.
167.30 169.65 Rp1 Chloritized. In migmatite gray to greenish color.
169.65 170.25 Rp2(Rp3) Strongest weathering between 169.90- 170.05 m where also core loss.
170.25 176.00 Rp1 Chloritized. In migmatite gray to greenish color.
176.00 205.25 RpO 205.25 207.10 Rp0-1 Weathering near fractures. Reddish col or in
coarse grained granite.
207.10 207.90 Rp1-2 Strongest weathering near fractures. 207.90 210.30 Rp0-1 Weathering near fractures. Reddish col or in
coarse grained granite.
210.30 251.00 RpO 251.00 252.35 Rp1-2 Short fractured zone.
252.35 259.80 RpO(Rp1) Weathering only near fractures. 259.80 260.35 Rp1 Short fractured zone. 260.35 302.45 RpO 302.45 302.85 Rp0-1 Weathering only near fractures. 302.85 316.80 RpO 316.80 320.20 Rp0-1 Weathering near fractures.
320.20 333.50 Rp1(Rp2) Strongest weathering near fractures. 333.50 336.70 Rpl-2 336.70 340.60 Rpl(Rp2) 340.60 391.00 RpO(Rp1) Weathering only just near fractures. 391.00 514.00 RpO 514.00 536.50 RpO(Rpl) Weathering only near fractures. 536.50 543.80 Rp0-1 Color of mica gneiss lightened partly. Strongest
weathering near fractures.
543.80 546.40 Rpl(Rp2) Strongest weathering near fractures
546.40 556.85 RpO(Rpl) Weathering near fractures.
556.85 566.20 Rp0-1
566.20 569.30 Rpl-2 Fractured zone.
569.30 602.00 RpO(Rpl) Weathering near fractures and in some short sections.
88 Degree of weathering, OL-KR29 Appendix 8.13
Start End Weathering degree Remarks 602.00 627.30 RpO 627.30 629.00 Rp0-1 Weathering near fractures. 629.00 653.20 RpO 653.20 653.90 Rp1-2 Narrow breccia I fractured zone. 653.90 716.00 RpO(Rp1) Weathering only just near fractures. 716.00 716.70 Rp1(Rp2) Narrow fractured zone. 716.70 746.10 RpO(Rp1) Weathering only just near fractures. 746.10 753.00 Rp1 753.00 762.00 RpO(Rp1) Weathering near fractures and in some short
sections.
762.00 762.85 Rp1 762.85 763.20 Rp2-3 Clay structured zone. 763.20 764.40 Rp1
764.40 775.30 RpO(Rp1)
775.30 776.50 Rp0-1
776.50 778.25 Rp2-3 Clay structured zone in section. 778.25 780.40 Rp1-2 780.40 781.00 Rp2(Rp3) Clay structured zone. 781.00 784.10 Rp0-1 784.10 787.00 Rp1 787.00 800.50 Rp0-1 Weathering near fractures. 800.50 806.10 RpO(Rp1) Weathering near fractures. 806.10 814.00 Rp0-1 Weathering near fractures. 814.00 818.00 Rp1 818.00 823.20 RpO(Rp1) Weathering near fractures. 823.20 828.30 Rp0-1 Weathering near fractures. 828.30 828.90 Rp1-2 828.90 843.60 RpO
843.60 847.60 Rp0-1 847.60 849.26 Rpl 849.26 849.52 Rp2-3 Clay structured zone. 849.52 852.00 Rp1 852.00 870.18 RpO(Rp1)
Degree of weathering, OL-KR29B
Start End Weathering degree Remarks 0.87 3.80 Rp1
3.80 4.20 Rp2-3 4.20 22.10 Rp1(Rp2) Strongest weathering near fractures
22.10 26.30 Rp0-1
26.30 33.85 Rp1
33.85 34.25 Rp2-3 34.25 45.60 Rp1
89 Foliation, OL-KR29 Appendix 8.14
Borehole section Rock Foliation Degree of Dip Dip Remarks Start (m) End(m) type angle e) foliation direction e) e)
50.41 MGN 60 2 60 30 60.85 MGN 75 2 137 35 71.23 MGN 70 2 215 15 75.97 MGN 65 2 150 37 97.75 MGN 70 2 60 11 105.96 MGN 60 2 120 46 107.12 MGN 85 2 140 26 108.31 MGN 50 2 225 34 119.50 MGN 55 2 160 41 122.95 MGN 45 2 130 59 123.11 MGN 70 2 135 45 126.50 MGN 50 2 160 53 135.85 MGN 50 2 145 62 142.30 MGN 45 2 110 65 152.86 MGN 60 2 43 14 158.37 MGN 50 2 80 45 164.77 MGN 80 2 103 10 166.37 MGN 55 2 10 16 173.24 MGN 50 2 75 45 183.95 MGN 50 2 115 52 187.11 MGN 60 2 110 55 196.52 MGN 60 2 148 54 203.34 MGN 60 2 80 10 212.24 MGN 60 2 180 44 220.35 MGN 75 2 123 29 222.90 MGN 90 2 130 19 229.47 MGN 75 2 112 13 232.41 MGN 60 2 70 31 234.78 MGN 55 2 27 25 240.11 MGN 55 2 98 52 240.73 MGN 70 2 100 34 244.37 MGN 50 2 67 48 245.72 MGN 75 2 153 28 249.88 MGN 80 2 160 20 252.55 MGN 75 2 85 14 260.35 MGN 60 2 160 40 266.15 MGN 60 2 150 50 281.90 MGN 60 2 73 31 316.24 MGN 70 2 105 31 321.95 MGN 55 2 345 16 323.44 MGN 75 2 100 11 325.10 MGN 25 2 10 51 331.46 MGN 70 2 175 30 340.25 MGN 60 2 205 27
90 Foliation, OL-KR29 Appendix 8.14
Borehole section Rock Foliation Degree of Dip Dip Remarks
Start (m) End (m) type angle CO) foliation direction (0) CO)
353.90 MGN 75 1 135 29
356.60 MGN 65 3 40 13
367.34 MGN 65 2 52 21
368.98 MGN 65 2 43 23
372.12 MGN 55 2 18 22
389.55 MGN 60 2 55 22
397.88 MGN 70 2 110 35
400.98 MGN 80 2 170 18
406.04 MGN 65 2 115 40
410.41 MGN 60 2 160 47
413.22 MGN 70 2 42 9
419.35 MGN 70 2 142 38
423.77 MGN 80 2 107 14
434.60 MGN 60 2 87 46
436.72 MGN 65 2 78 26
448.78 MGN 80 2 150 11
451.65 MGN 60 2 5 20
505.07 MGN 60 2 138 49
506.70 MGN 60 2 140 47
524.16 MGN 65 2 160 45
533.34 MGN 55 2 142 55
537.67 MGN 55 2 100 47
541.96 MGN 75 2 130 35
553.03 MGN 40 2 65 60
554.44 MGN 50 2 65 52
560.45 MGN 60 2 95 42
571.86 MGN 45 2 150 63 582.40 MGN 45 2 125 60 609.67 MGN 60 2 120 48 642.05 MGN 55 2 150 53
664.95 MGN 50 2 140 58
672.03 MGN 50 2 150 54
680.27 MGN 60 2 140 48
684.18 MGN 65 2 155 40
688.52 MGN 70 2 130 40
698.00 MGN 60 2 140 45
701.20 MGN 60 2 145 50
711.20 MGN 55 2 165 48
716.89 MGN 60 2 155 50
720.51 MGN 70 2 150 38
727.83 MGN 65 2 140 45
744.58 MGN 60 2 145 50 761.04 MGN 60 2 140 52
91
Foliation, OL-KR29 Appendix 8.14
Borehole section Rock Foliation Degree of Dip Dip Remarks
Start (m) End (m) type angle (0) foliation direction e) e)
770.26 MGN 75 2 103 30
776.20 MGN 65 2 145 50
783.51 MGN 65 2 155 45
785.52 MGN 60 2 155 48
791.15 MGN 65 2 145 41
797.99 MGN 55 2 140 53
802.97 MGN 50 2 135 53
815.20 MGN 60 2 145 50
824.10 MGN 55 2 145 51
831.23 MGN 65 2 140 42
837.93 MGN 45 2 130 55 846.70 MGN 65 2 120 43
856.45 MGN 75 2 135 35
866.19 MGN 80 2 135 30
92
Foliation, OL-KR29B Appendix 8.14
Borehole section Rock Foliation Degree of Dip Dip Remarks
Start (m) End (m) type angle e) foliation direction e) (0)
5.50 MGN 60 2 50 25
23.42 MGN 70 2 140 45
27.01 MGN 60 2 185 37
35.49 MGN 55 2 195 44
39.01 MGN 65 2 185 35
Fracture Start End Type Fracture Colour of
number depth depth angle fracture
m m (0) surface
1 40.53 fi 75 whit,lbro
2 41.31 fi 80 whit,lbro
3 41.51 fi 75 lbro
4 42.06 ti 30
5 42.26 fi 70 gray
6 42.91 fi 70 gray,lbro
7 43.41 fi 70 lbro,whit
8 43.50 fi 65 lbro
9 43.66 fi 75 whit,lbro
10 43.99 fi 55 lbro,whit 11 44.53 fi 70 lbro 12 44.82 fi 50 whit,lbro
13 44.97 fi 70 gray,whit,lbro
14 45.10 fi 80 whit,lbro 15 45.36 fi 70 gray,lbro 16 45.84 fi 40 gray 17 46.49 fi 55 gray,lbro
18 46.83 fi 70 whit,lbro
19 47.13 fi 50 ygre,lgra 20 47.15 fi 50 ygre,lgra
21 47.17 fi 50 ygre,lgra
22 47.34 fi 55 lgre,gray 23 48.15 fi 85 whit,gray,lbro
24 48.70 fi 80 whit,lbro
25 48.95 fi 80 dgra,lbro
26 49.17 fi 70 gray,lbro 27 49.45 fi 65 lbro
28 50.17 fi 25 lgra
29 50.41 fi 60 gray
30 50.49 fi 80 lbro
31 50.73 fi 80 lgra
32 59.88 fi 70 dgra,lbro
33 61.48 fi 80 gray,whit,lbro
34 62.15 fi 75 lbro
35 62.17 fi 90 gray
36 62.20 fi 75 blac
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm kaol,sulf irre roug
kaol curv roug sulf 0.5 curv
curv clay,chlo irre srou
sulf curv roug kaol,sulf curv srou
sulf curv kaol,sulf curv srou
kaol,sulf curv roug sulf irre
kaol,sulf irre roug
carb,kaol,sulf 0.5 curv srou
kaol irre roug clay,sulf curv srou
curv sulf curv roug
kaol,sulf irre roug
irre srou irre srou
irre srou chlo,seri curv srou kaol,sulf irre roug
kaol,sulf irre roug
chlo,carb,sulf irre srou chlo,carb,sulf curv srou
sulf irre roug curv
grap curv srou
sulf irre roug
carb,kaol,sulf curv srou grap,sulf curv smoo kaol,sulf irre roug
sulf irre
irre roug chlo irre srou
Dip Dip
direction (0)
(0)
197 15
170 24
245 18
190 24
190 23
4 16
100 34
60 30
110 13 165 40
Remarks
pyrite
closed
closed
foliation surface pyrite
closed, pyrite
pyrite closed
closed
pyrite
pyrite
closed foliation surface pyrite
slippery surface
closed
c; ~ 0 1-t)
I Jll 0 t'""
~ \0
i g p.
><' !'0 -IJl
\0 V.)
Fracture Start End Type Fracture Colour of Fracture
number depth depth angle fracture filling
m m (0) surface
37 62.58 fi 70 blac
38 62.81 fi 60 gray carb
39 62.97 fi 45 blac,lbro chlo,sulf
40 63.03 fi 50 gray,lbro carb,sulf
41 66.40 fi 60 lbro,whit sulf,kaol
42 67.01 fi 70 gray,lbro sulf
43 67.35 fi 70 lgra,whit carb,kaol
44 69.39 fi 80 lgra carb
45 69.96 fi 80 gray
46 70.18 fi 70 whit kaol
47 71.78 fi 75 whit kaol
48 72.30 fi 70 lbro sulf
49 72.42 fi 80 whit kaol
50 76.44 fi 75 lgra carb
51 78.97 fi 70 whit,lbro kaol,sulf
52 79.13 fi 70 whit kaol
53 79.42 fi 65 whit kaol
54 82.21 ti 40 55 82.56 fi 70 whit kaol,carb
56 84.06 fi 75 whit kaol
57 84.57 fi 70 whit,lbro kaol,sulf
58 84.68 fi 70 whit kaol
59 85.73 fi 70 whit kaol
60 85.73 fi 60 whit,lgra kaol,carb
61 85.98 fi 65 whit kaol
62 86.45 fi 25 lgra carb
63 88.91 ti 65 64 89.20 ti 65 65 92.22 fi 70 lgra,lbro carb,sulf
66 93.95 ti 60 67 93.96 ti 65 68 95.56 fi 45 lgra
69 96.59 ti 50 70 96.61 fi 50 lbro sulf
71 96.82 fi 80 gray,blac,lbro chlo,carb,sulf
72 97.52 fi 80 blac,gray --
Thickness Fracture Fracture
of filled shape roughness
fracture, mm curv srou
irre roug
plan srou
curv roug irre srou
irre roug curv roug
curv roug irre roug irre srou curv srou curv irre roug irre srou
curv srou
irre roug
irre srou irre curv srou
curv roug
curv srou
curv srou curv srou plan srou irre curv srou
curv
irre irre srou curv curv srou
curv roug curv curv srou irre srou
- ---irre_
-
Dip Dip
direction (0)
(0)
5 28 165 54
145 40 135 8
215 20
103 43 150 35 135 42 110 41 105 31 123 47
272 47
145 42 330 30
65 36
Remarks
I
I I
I
I
closed,splitted I
I
closed
closed
closed
partly closed
closed
closed
closed --
c !a. 0 ~
I Jll 0 l'
~ \0
~ 't:S g 0.. ;;<• ?0 ...... Vl
'f.
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface
73 97.53 fi 80 blac,gray 74 97.75 fi 70 blac,gray 75 97.85 fi 85 gray,lbro
76 98.86 fi 80 gray,dgra
77 99.00 fi 85 gray 78 99.07 ti 50 79 99.23 fi 80 lgra,lbro 80 99.46 fi 80 lbro 81 99.51 fi 70 lgra 82 99.61 ti 70 83 100.28 fi 75 lgra 84 102.89 fi 80 whit,lgra,lbro 85 106.54 fi 80 blac,lbro, whit
86 106.95 fi 70 gray 87 106.99 grfi 80 blac,gray
88 107.06 ti 90 89 107.08 grfi 85 whit,dgra 90 107.12 grfi 85 gray 91 107.84 fi 20 lgra 92 107.91 fi 60 gray
93 108.31 fi 50 gray 94 108.52 fi 65 lgra
95 108.65 fi 30 lgra
96 111.13 fi 60 gray,lgra,lbro
97 111.16 fi 80 dgra,lbro
98 111.52 fi 80 gray,lbro
99 112.02 fi 65 blac,lbro 100 112.07 fi 75 blac,lbro 101 112.25 fi 80 gray,lbro
102 112.82 fi 80 blac,gray,lbro 103 114.24 fi 70 gray,lbro 104 114.41 fi 60 whit,gray
105 114.44 fi 80 lbro
106 114.73 fi 70 gray,whit,lbro
107 115.26 ti 65
Fracture Thickness Fracture filling of filled shape
fracture, mm
chlo irre chlo,carb curv carb,sulf irre carb,chlo curv
irre curv
carb curv sulf irre carb curv
curv carb irre
carb,kaol,sulf curv sulf,kaol irre
irre chlo,carb 5 curv
curv kaol 10 curv chlo 2 curv
curv carb curv
curv carb irre
curv carb,sulf 1 curv
sulf curv clay,sulf irre chlo,sulf 0.5 irre chlo,sulf curv carb,sulf 1 curv
chlo,carb,sulf curv carb,sulf irre
kaol irre sulf curv
kaol,sulf irre
irre
Fracture Dip roughness direction
(0)
srou srou 60 roug srou 145 srou
srou 120
roug 60
srou srou 135 srou
srou srou
140 26
srou 147 srou 225 roug
srou 20 srou 155 roug roug srou 120 srou 165 srou 135 roug srou
roug 165 srou
Dip (0)
11
18
21
16
31
45 34
13 25
28 16 25
25
Remarks
closed
closed
closed
unknown gray metallic mineral on surface
not picked up
not picked up not picked up, foliation surface foliation surface closed
foliation surface
closed
pyrite crystals
closed
t""4 ia' 0 .....,
I .,.Ill
0 r
~ \0
~ g 0.. )'<'
~ -VI
\0 VI
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 108 115.53 fi 70 whit 109 118.16 fi 15 whit,lbro 110 118.54 fi 75 lbro 111 120.67 ti 0 112 120.91 fi 90 gray 113 121.03 fi 65 gray,lbro 114 123.68 fi 50 gray 115 124.77 fi 35 lgra 116 126.59 fi 10 lbro 117 132.61 fi 35 1gra 118 132.72 ti 25 119 132.81 ti 70 120 133.24 fi 45 lgra 121 133.72 ti 55 122 137.68 ti 35 123 142.68 fi 45 lgra,lbro 124 145.11 fi 90 lbro 125 149.78 fi 70 lgra 126 150.93 fi 15 lbro 127 151.50 fi 25 lbro 128 151.76 fi 65 gray,lbro 129 152.14 fi 70 gray 130 152.37 fi 25 gray
131 152.86 fi 65 gray, whit,lbro 132 153.93 fi 50 lgra,lbro 133 154.03 ti 80 134 154.03 fi 30 lgra,lbro
135 156.08 fi 10 blac,lgra
136 156.91 fi 80 gray,lbro
137 157.40 fi 50 dgra,lbro
138 158.09 grfi 75 gray 139 159.43 fi 25 ygra 140 162.14 fisl 70 gray,lbro 141 163.72 fi 55 lgra
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm kaol irre srou
kaol,sulf curv roug sulf irre roug
irre curv srou
carb,sulf curv srou curv srou
carb curv roug sulf irre carb irre srou
irre curv srou
carb curv srou curv curv srou
carb,sulf irre roug carb irre roug carb curv roug sulf irre roug sulf curv roug
carb,sulf curv srou carb curv smoo
curv
clay,kaol,sulf curv srou carb,sulf curv roug
irre srou carb,sulf curv srou chlo,carb curv roug
sulf irre srou chlo,sulf curv srou clay,chlo irre roug
curv chlo,sulf irre srou
carb curv srou
Dip Dip direction CO)
(0)
80 88
135 19 155 41 25 28 23 47
90 63 100 62
95 35
18 54 250 10 213 20
43 14
110 38
40 78
25 29
355 15
Remarks
closed
closed
closed
closed
partly closed pyrite
closed, strong. There are same kind of "fractures" nearby in fine grained quarz rich rock I
a bit pyrite I
I
partly closed
I
look at line 130
c ~ 0 >-+)
I Jll 0 l'
~ \0
i g e: :>< ?<> -VI
\0 0\
Fracture Start End Type Fracture Colour of
number depth depth angle fracture
m m (0) surface
142 164.30 ti 25
143 164.47 fi 65 lbro
144 164.57 ti 55
145 164.62 fi 70 lgra,whit
146 164.98 fi 50 gray,lbro
147 166.90 fi 30 lbro
148 167.49 fi 65 lgra,whit,lbro
149 167.54 fi 40 lgra,lbro 150 167.73 fi 65 dgra 151 167.83 fi 60 dgra
152 167.94 ti 60
153 168.01 fi 20 lbro
154 168.08 fi 20 lgra,lbro
155 168.27 fi 85 gray
156 168.57 fi 15 gray
157 168.87 fi 80 lgra
158 169.05 fi 30 gray,lbro
159 169.14 fi 35 dgra,lbro
160 169.21 fi 60 gray
161 169.30 fi 0 gray
162 169.44 fi 60 lgra
163 169.46 fi 35 gray,lbro
164 169.63 fi 80 lgra
165 169.68 fi 30 gray
166 169.72 170.4
167 169.72 fi 60 gray
168 169.75 fi 70 gray
169 169.83 ti 90 170 169.85 fi 80 lgra,gray 171 169.91 grfi 45 gray 172 170.01 fi 45 gray
173 170.03 fi 70 gray
174 170.08 fi 30 lgra
175 170.12 L__fi_ 60 lgra -- -- ---- -
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm irre
sulf curv roug irre
carb,kaol curv srou
carb,sulf irre roug
sulf curv
sulf,carb irre roug carb,sulf irre roug
chlo irre smoo chlo curv smoo
irre sulf irre
carb,sulf curv srou
carb irre roug
curv carb irre srou
carb,sulf curv srou
carb,sulf curv srou irre roug irre
carb irre
carb,sulf curv srou
carb irre carb,clay plan srou
carb curv srou carb curv srou
plan srou carb 5 plan srou
20 curv plan curv srou
carb 2 plan srou carb 1 irre
Dip Dip direction (0)
(0)
330 6
315 3
115 50
55 67
293 40
283 35
95 70
275 39
Remarks
closed pyrite
closed
closed pyrite
foliation surface closed closed splitted
I
closed
closed
closed
closed
not picked up, all fractures can not be reported, core loss between 169.90- 169.99 m
core loss, thickness can be more
closed
I
I
~ ~ 0 ""1')
I Jll 0 t'"" s 1.0
~ g Q.. >('
?0 ...... VI
1.0 -.....)
Fracture Start End Type Fracture Colour of Fracture number depth depth angle fracture filling
m m (0) surface 176 170.15 ti 45 177 170.19 fi 45 lgra carb 178 170.22 fi 70 lgra carb 179 170.27 fi 80 lgra carb 180 170.41 fi 60 lgra carb 181 170.46 fi 40 lgra carb 182 170.57 fi 75 dgra,lgra,lbro carb,sulf
183 170.71 fi 70 lgra carb 184 170.73 fi 70 lgra carb 185 170.85 fi 70 gray,1bro carb,su1f 186 170.92 fi 60 lgra carb
187 170.99 fi 70 gray carb
188 171.09 fi 20 dgra,lgra,lbro carb,sulf 189 171.36 fi 20 gray,lbro clay,sulf
190 171.59 fi 30 blac,lgra,lbro carb,sulf 191 171.91 fi 55 blac,lgra,lbro carb,sulf 192 172.12 fi 30 lgra,ggra carb
193 172.25 fi 30 lbro sulf
194 172.40 fi 60 lbro,lgra carb,sulf 195 172.69 fi 55 gray 196 172.71 fi 45 blac,lgra,lbro chlo,carb,sulf 197 173.16 fi 75 lgra carb 198 173.24 fi 45 gray,blac carb,chlo
199 173.38 fi 45 lgra 200 173.43 fi 35 lgra
201 173.47 ti 50 202 173.49 fi 90 gray,lbro carb,sulf 203 173.59 fi 15 whit,gray carb 204 173.60 fi 70 gray carb
205 173.69 fi 50 gray carb 206 173.95 fi 90 gray,lbro carb,sulf 207 174.13 fi 55 lgra carb
208 174.26 fi 45 lgra,lbro carb,sulf 209 174.32 fi 60 lgra carb 210 174.37 fi 40 gray carb,clay 211 174.65 fi 60 gray
Thickness Fracture Fracture
of filled shape roughness
fracture, mm curv srou
1 irre 0.5 irre
irre curv srou
1 irre curv srou curv
2 irre 0.5 irre roug
curv 0.5 curv srou 0.5 curv
irre roug
irre roug 2 curv srou
curv roug plan srou curv roug curv srou plan srou curv roug curv srou curv curv plan irre srou curv curv srou curv curv srou curv srou curv roug curv irre roug curv roug
Dip direction
(0)
25
160
105
35 153
105 40 47 70
55
345
335
Dip (0)
17
6
32
19 78
42 19 37 18
10
17 22
Remarks
splitted closed
closed
closed closed
closed
closed
partly closed
closed closed closed
partly closed
closed
closed
c ~ 0 ""'+)
J J'l 0 ~
~ \0
;g g 0.. ><· ?0 -Vl
\0 00
Fracture Start End Type Fracture Colour of
number depth depth angle fracture
m m (0) surface 212 175.02 fi 70 gray,lbro
213 175.12 fi 60 gray 214 175.44 grfi 30 gray 215 175.88 fi 60 whit,gray
216 175.94 fi 60 whit
217 178.02 fi 80 lgra
218 178.36 fi 65 lgra,lbro 219 178.63 fi 70 lgra,1bro
220 178.64 fi 80 whit
221 179.73 fi 65 whit,gray
222 180.90 fi 60 lgra 223 181.24 fi 50 lgra 224 182.01 fi 85 lgra
225 187.40 fi 60 lgra 226 190.02 fi 75 lgra
227 191.30 ti 25 228 192.18 fi 55 lgra 229 193.50 fi 80 lgra
230 194.48 ti 65 231 194.55 ti 30 232 195.61 fi 35 lgra
233 197.03 fi 80 dgra 234 197.22 fi 60 lgra
235 197.91 fi 50 lgra,blac,lbro 236 197.96 fi 70 lgra,blac,lbro 237 198.85 fi 25 lgra
238 202.48 fi 85 lgra 239 203.13 ti 40 240 203.34 fi 90 whit 241 204.22 fi 75 lgre,lbro
242 205.28 fi 80 lbro,gray,blac 243 205.29 fi 40 blac,gray 244 205.32 fi 60 lbro
245 205.35 fi 70 gray,lbro
246 205.45 fi 75 gree,gray,lbro
247 205.61 fi 65 lbro,blac
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm sulf irre roug carb curv roug carb 0.5 plan srou
carb,kaol curv srou kaol irre srou carb curv srou
carb,kaol 0.5 curv srou carb,kaol curv srou
kaol curv roug
kaol,carb irre roug carb curv srou carb curv roug carb trre roug
irre roug carb plan roug
curv carb irre srou carb 0.5 plan srou
curv srou curv
carb curv roug chlo irre srou clay irre roug
kaol,chlo,sulf irre srou kaol,chlo,sulf irre roug
carb curv srou
carb curv srou curv
kaol curv srou sulf irre srou
sulf,chlo irre roug chlo irre smoo sulf curv
sulf,chlo irre roug
sulf irre roug sulf 0.5 irre
Dip Dip
direction (0)
(0)
340 45
150 23 250 11 235 7 125 11
130 63
175 12
155 9 20 11
65 59
133 36 330 47 150 21
137 15
170 25
Remarks
I
clay minerals also I
splitted
I
closed I
I
I
I
!
closed
I
i
I
closed
I
i
closed
green slippery mineral
closed
~ ~-0 ....,
i Jll 0 r ~ \0
i Q.. :;<• ?0 -Vl
\0 \0
Fracture Start End Type Fracture Colour of Fracture Thickness number depth depth angle fracture filling of filled
m m (0) surface fracture, mm
248 205.83 fi 60 blac,gray chlo 249 206.24 fi 25 blac,lbro,lgre chlo,sulf
250 206.29 fi 75 lbro,blac sulf 251 206.50 fi 80 gray,lbro sulf 252 206.64 fi 80 gray,lbro sulf 253 206.80 fi 80 lbro sulf 1 254 207.11 fi 60 blac,gray.lbro chlo,carb,sulf 255 207.12 fi 90 blac,gray chlo
256 207.13 207.83
257 207.20 fi 25 lgra,gray carb
258 207.28 fi 70 gray
259 207.37 fi 30 brow 260 207.44 grfi 65 gray 261 207.56 fi 65 dgra 1.5
262 207.63 fi 70 brow
263 207.70 fi 40 gray clay
264 207.71 fi 70 brow 265 207.79 grfi 80 blac 8 266 207.83 fi 65 blac,gray
267 208.36 fi 80 blac,lgra,lyel chlo,carb,illi
268 208.68 fi 40 lgra carb
269 208.93 fi 75 blac,lgra, whit chlo,carb,kaol
270 208.96 fi 80 blac,lgra,lbro chlo,carb,sulf
271 210.69 fi 70 gray,lbro sulf
272 210.84 fi 65 lgra clay
273 210.91 fi 80 lgra carb
274 212.24 fi 60 lgra,gray carb
275 213.49 fi 75 lgra carb
276 213.66 ti 70 277 217.07 fi 75 whit kaol 0.5 278 217.15 fi 90 whit kaol
279 226.18 ti 45 280 226.69 fi 15 gray
281 235.05 fi 25 lgra carb
282 237.57 --
fi 40 lgra carb ---~ -
Fracture Fracture Dip
shape roughness direction (0)
curv smoo 7 irre srou
irre irre srou curv srou 150 curv
curv smoo curv smoo
curv srou
curv srou irre curv curv curv
curv
curv plan curv smoo 185 curv smoo 115 curv curv srou 80 irre srou curv srou 180 irre roug irre roug plan smoo 180 plan srou 175 curv srou 180 curv srou 185 irre
plan srou 205 curv curv srou plan_ srou 235
Dip
CO)
8
15
33 27
15
33
44 23 28 7
50
40 ----
Remarks
I
I
slicken sides I
I
closed I
closed
splitted not picked up, all fractures can not be reported, microfractures also
closed splitted splitted splitted
closed
closed
foliation surface
closed
closed,strong partly closed
------ ---------~
t'"4 ~· 0 ......,
I ._{/)
0 I:""
~ \0
> :g g 0.. )<'
?0 ....... VI
....... 0 0
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m e) surface 283 239.27 ti 25 284 240.11 fi 55 blac,lgra 285 240.72 fi 70 blac,lgra 286 240.73 fi 70 blac,lgra 287 242.14 fi 55 lgra 288 242.80 fi 60 lbro 289 243.29 ti 10 290 244.04 fi 40 blac,gray,lbro 291 244.37 fi 50 gray,lbro 292 245.14 fi 20 gray 293 245.72 fi 75 blac 294 245.76 fi 85 gray 295 245.86 fi 80 dgra,lbro 296 246.19 fi 50 gray,lbro 297 246.21 fi 75 dgra 298 246.44 ti 50 lgra 299 247.45 fi 70 lgra 300 248.42 fi 75 gray,lbro 301 249.88 fi 80 gray 302 251.22 fi 80 blac,.gray 303 251.46 fi 75 blac,gray,lbro 304 251.56 fi 50 gray,lbro 305 251.58 ti 55 306 251.62 fi 60 gray 307 251.64 fi 60 gray 308 251.66 fi 60 gray,blac
309 251.70 fi 70 gray,blac 310 251.79 fi 70 gray,blac 311 251.84 fi 55 dgra 312 252.33 fi 75 dgra,lbro
313 252.76 fi 70 dgra,lbro 314 253.16 fi 75 blac,gray
315 253.67 fi 80 lgra,lbro
316 255.02 fi 35 gray
317 256.50 fi 60 blac
318 257.04 ti 65
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm
curv roug chlo,carb plan smoo chlo,carb curv smoo chlo,carb plan smoo
irre sulf curv roug
irre chlo,sulf curv srou
sulf plan srou curv
chlo plan smoo carb plan srou sulf irre sulf irre roug chlo irre smoo
curv srou carb curv roug
carb,sylf curv srou carb curv srou chlo curv roug
chlo,carb,sulf curv srou clay,sulf curv srou
irre irre roug
chlo irre roug chlo,clay irre roug chlo,clay irre roug chlo,clay irre roug
chlo curv roug chlo,sulf curv smoo chlo,sulf irre srou
chlo irre srou carb,sulf irre srou
curv srou chlo plan srou
curv srou
Dip Dip direction (0)
(0)
265 50 98 52
100 34
115 68 67 48
153 28 142 22
120 55
137 33 160 20 150 18 110 24 340 20
35 24 125 37
70 62 170 44
Remarks
foliation surface
foliation surface closed
closed
foliation surface closed,strong foliation surface
closed
closed
slippery surface
t'"' ~· 0 1-t)
I Jll 0 t'"'
~ \0
i g c.. ;;<• 90 ...... Vl
...... 0 ......
Fracture Start End Type Fracture Colour of Fracture number depth depth angle fracture filling
m m (0) surface 319 259.89 fi 70 gray,lbro sulf
320 259.90 fi 75 gray,lbro sulf
321 259.97 fi 60 lbro sulf
322 260.12 fi 70 dgra chlo
323 260.16 fi 60 dgre chlo
324 260.19 fi 70 dgre chlo 325 260.25 fi 80 dgra chlo 326 260.35 fi 65 gray.lbro sulf
327 260.56 fi 35 gray 328 264.16 fi 65 lgra carb
329 264.42 fi 75 lgra carb 330 265.64 fi 30 gray 331 268.52 fi 80 gray,lbro carb,sulf 332 269.14 fi 80 gray,lbro carb,sulf
333 269.50 fi 50 gray
334 269.82 fi 30 gray,lbro sulf
335 269.92 ti 30 336 302.44 fisl 70 blac,gray,lbro chlo,carb,sulf
337 302.53 grfi 70 gray,lgra carb,chlo
338 302.63 fi 70 gray,lgra carb,chlo
339 302.68 fi 50 gray,lgra carb,chlo
340 302.74 fi 45 lgra carb
341 302.85 fisl 50 blac,gray chlo,carb
342 303.06 fi 45 blac,lbro chlo,sulf
343 304.35 fi 25 blac chlo
344 304.93 fi 60 lgra,lbro carb,sulf
345 307.63 fi 20 gray
346 307.96 fi 20 gray
347 308.25 fi 60 blac,gray chlo,clay 348 309.64 fi 65 blac,gray,lbro chlo,sulf
349 309.85 fisl 70 blac chlo
350 311.05 fi 55 dgra,lbro chlo,sulf
351 312.13 fi 45 blac,gray chlo
352 313.10 ti 30 353 315.30 fi 80 dgra,lgra,lbro carb,sulf
354 316.24 fi 70 geay chlo
Thickness Fracture Fracture
of filled shape roughness
fracture, mm irre roug curv srou
irre
curv smoo plan smoo
curv srou irre srou plan srou plan curv srou curv srou curv curv srou irre roug plan curv roug
curv srou curv srou curv srou
curv srou
curv srou curv srou curv srou curv srou plan srou irre roug plan curv curv srou curv smoo curv smoo
curv srou
curv srou curv roug irre srou curv srou
Dip Dip direction (0)
(0)
100 26
155 37 160 43 175 29
160 40
50 5 115 33
150 25
135 80 130 83
180 23 70 19
325 17 0 25
55 35 35 38 33 55
130 47 50 19 65 12 185 43 75 52
225 55 163 27 105 31
Remarks
closed
foliation surface
closed, strong
closed
closed
pyrite crystals splitted
closed,strong closed,strong
splitted
~ ~· 0 ~
I ,.Ill
0 ~
~ \0
> ~ p,.. :;:('
!'0 -VI
-0 N
Fracture Start End Type Fracture Colour of
number depth depth angle fracture
m m (0) surface
355 316.85 fi 70 lgra,lbro
356 316.99 fi 65 lgra,lbro 357 317.28 fi 15 lgra
358 317.72 fi 85 lgra,blac 359 318.04 fi 65 lgra,blac
360 318.10 fi 85 whit 361 318.48 fi 70 lgra,lbro 362 318.52 fi 70 lgra 363 318.71 fi 70 lgra 364 318.86 fi 35 lgra 365 318.98 fi 25 lgra 366 319.01 fi 40 whit,gray
367 319.27 fi 65 lgra
368 319.94 fi 55 whit,gray
369 319.97 ti 70 370 320.66 fi 75 whit,gray 371 321.14 fisl 55 blac,lyel 372 321.38 fi 60 whit
373 321.40 fi 25 whit,lgra
374 321.50 fi 75 whit,gray
375 321.60 fi 45 dgre,lgra
376 321.61 fi 70 lgra
377 321.64 fi 65 lgra,blac
378 321.79 fi 30 whit,lgra
379 321.95 fi 55 lgra,dgra,lbro
380 322.13 fisl 50 dgre,whit 381 322.14 fisl 65 dgre,whit,lyel
382 322.71 fi 35 lgra,lbro
383 322.94 fi 70 gray
384 322.97 fi 70 gray
385 322.98 fi 45 lgra
386 323.15 fi 20 lgra 387 323.16 fi 30 lgra
388 323.21 fi 75 lgra,blac
389 323.30 ti 80
390 323.34 grfi 60 gray_
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm carb,sulf curv roug carb,sulf plan srou
carb plan srou carb,chlo irre srou carb,chlo plan smoo
kaol irre srou carb,sulf 0.5 curv smoo
carb curv carb curv srou
curv carb irre
carb,kaol plan smoo
carb curv srou
carb,kaol curv srou
curv carb,kaol plan srou chlo,illi curv smoo
kaol irre srou
carb,kaol irre
kaol,chlo curv srou
chlo,carb curv srou carb irre
carb,chlo curv srou carb irre
carb,chlo,sulf curv srou
chlo,kaol curv smoo chlo,kaol,illi curv smoo
carb,sulf 1 curv carb plan srou
curv srou carb curv carb irre carb curv
carb,chlo curv srou
curv
-~lay
·--- ---·---_,plan
Dip Dip direction (0)
(0)
65 27 170 90
70 22
90 30
60 10
40 44
65 17
50 30
90 15 30 21
72 7 353 25
55 15
345 16
7 27 67 9
45 8
110 14
Remarks
I
foliation surface
I
foliation surface
I
closed I
I
closed closed
I
foliation surface !
closed
I
strike/ dip of slicken sides 5/17 splitted
I
closed,splitted
I
closed
I
closed,splitted
slippery surface I
I
closed I
closed I
closed closed
I
closed closed i
t"'" ~· 0 -,
I ,Jil
0 t"'"
~ \0
:S g Q.. ~·
?0 -VI
-0 w
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 391 323.35 clfi 70 gray
392 323.39 fi 80 gray 393 323.40 fi 30 lgra 394 323.44 fi 75 gray,dgre 395 323.74 fi 65 lgra 396 323.80 fisl 55 gray,lbro,blac 397 323.83 fi 70 lgra 398 324.01 fi 70 lgra 399 324.10 fist 70 dgre,gray 400 324.15 fi 70 gray,blac 401 324.16 fi 65 gray
402 324.17 fi 80 gray,lbro
403 324.23 fi 70 gray 404 324.60 fi 55 lgra,gray
405 324.65 fi 60 gray
406 324.70 fi 80 lgra
407 324.72 fi 60 lgra
408 324.73 fi 75 gray 409 324.80 fi 50 gray 410 324.86 fi 75 gray 411 324.95 fi 70 gray 412 324.99 fi 70 gray,lbro
413 325.10 fisl 25 dgre, whit,lyel
414 325.19 fi 20 whit,lgra,lbro
415 325.45 fi 30 dgre,whit,lyel
416 325.49 fisl 60 lgra,lyel,dgre
417 325.59 fi 30 gray, whit,lbro
418 325.84 fi 65 lgra,lbro
419 325.92 fi 80 whit 420 325.98 fi 65 whit,lgra 421 326.05 fi 30 whit
422 326.97 fi 60 lgra
423 327.02 fi 65 gray
424 327.03 fi 75 lbro,lgra
425 327.52 fi 80 lbro,gray
426 327.57 fi 45 lgra,lbro
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm clay plan smoo
plan carb curv
carb,chlo curv srou carb irre srou
carb,chlo,sulf curv smoo carb irre srou
carb irre srou chlo,carb curv smoo carb,chlo irre srou
carb curv srou carb,sulf curv srou
carb curv srou carb,clay irre srou
carb 0.5 curv srou carb curv carb 1 plan srou
curv carb curv carb curv
curv carb,sulf irre srou
chlo,kaol,illi plan smoo kaol,carb,sulf irre srou
chlo,kaol irre srou carb,chlo,illi curv smoo
kaol,sulf irre srou
carb,sulf curv srou irre
carb,kaol curv roug kaol curv srou carb curv
1rre carb,sulf irre
sulf irre roug carb,sulf curv
Dip Dip direction (0)
(0)
55 10
100 11
4 19
55 10
117 12 63 13
353 6
130 50
15 52
40 24
70 26
153 69
Remarks
closed
closed
strike/ dip of slicken sides 335/14
partly closed
closed
closed
closed closed
closed
strike/ dip of slicken sides 22/22
closed
closed
closed closed
closed
~ ~ 0 ......,
~
~ Jll 0 t"""
~ \0
~ g Cl-;;<• !X> -VI
-~
Fracture Start End Type Fracture Colour of Fracture
number depth depth angle fracture filling
m m (0) surface
427 327.65 fi 75 lgra,lbro carb,sulf
428 327.88 ti 30
429 328.21 fi 70 dgre,gray chlo 430 328.46 fi 65 lbro sulf
431 328.52 fi 35 gray
432 328.63 fi 65 gray,lbro sulf
433 329.28 fi 35 dgre,gray chlo,carb
434 329.42 fi 70 blac,gray,lbro chlo,carb,sulf
435 329.91 fi 50 lgra ea rh
436 329.93 fi 30 lgra carb
437 330.00 fi 60 lgra carb
438 330.20 fisl 60 gray,lbro carb,sulf
439 330.25 fi 80 lgra,lbro carb,sulf 440 330.44 fi 90 dgra chlo
441 330.50 fist 50 gray,dgre clay,chlo
442 330.52 fi 60 gray carb
443 330.53 fi 70 gray
444 330.57 fi 90 gray carb 445 330.58 fi 60 gray,lyel clay 446 330.61 fi 80 gray 447 330.63 fi 70 lgra,lbro carb,sulf
448 330.71 fi 80 lgra,lbro carb,sulf
449 330.76 ti 25
450 330.83 fi 50 gray carb
451 330.93 fi 70 gray
452 330.96 fi 35 lgra carb
453 331.28 fi 50 lbro,gray sulf
454 331.46 fi 70 gray,blac carb,chlo
455 331.70 fi 20 lgra carb
456 331.86 fi 40 gray
457 331.95 fi 75 lgra carb
458 332.18 fi 85 lgra carb
459 332.42 fi 85 gray carb
460 332.51 fi 40 lgra carb
461 332.58 fi 70 gray carb
462 332.60 fi 70 gray,blac carb
Thickness Fracture Fracture of filled shape roughness
fracture, mm 0.5 irre
curv irre roug curv curv plan srou plan srou
curv srou curv curv curv roug curv smoo
curv 0.5 curv smoo
curv smoo irre roug
curv srou 0.5 irre srou
curv srou irre roug curv
0.5 irre curv roug
curv srou curv roug
0.5 curv irre plan srou irre plan srou
1.5 curv srou curv
plan srou 0.5 curv 0.5 curv srou 0.5 curv srou
Dip Dip
direction (0)
(0)
15 10
330 33 240 3
340 11
130 23
72 29
38 23
180 83
130 52 127 40
173 30
110 64
Remarks
closed
closed
I
closed,splitted many times I closed
I
closed closed
strike/ dip of slicken sides 335/11 I
closed I
I
I
closed I
closed
closed I
closed
closed
closed
closed partly closed, splitted partly closed, splitted
t-< ~· 0 .....,
I Jll 0 t-<
~ \0
> :g B Q.. !~<' ?0 -VI
-0 VI
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 463 332.67 fi 45 lgra 464 333.20 335.50 465 333.24 fi 65 gray
466 333.25 fi 65 blac,gray 467 333.42 fi 65 lgra 468 333.55 fi 75 lgra,lyel 469 333.60 fi 60 lgra,lyel 470 333.65 fi 75 lgra
471 333.68 fi 70 lgra 472 333.73 fi 60 dgre,gray 473 333.77 ti 55 474 333.82 fi 60 lgra
475 333.86 fi 70 lgra 476 333.97 fi 70 lgra
477 334.03 ti 40 478 334.11 ti 75 479 334.13 fi 80 lgra,lyel
480 334.17 fi 40 gray 481 334.21 fi 65 gray
482 334.25 fi 60 gray, whit
483 334.31 fi 45 gray,blac
484 334.34 fi 65 gray 485 334.37 fi 60 gray 486 334.42 fi 60 gray,lyel 487 334.48 ti 55 488 334.54 fi 60 gray, whit
489 334.54 334.57 490 334.61 grfi 30 gray
491 334.61 335.09
492 334.73 fi 0 lyel
493 334.84 fi 30 lgra
494 334.88 fi 50 lgra 495 334.96 ti 30 496 335.05 fi 45 gray
497 335.09 fi_ 45 L____ .. gray ---- -·-----
Fracture Thickness Fracture
filling of filled shape fracture, mm
carb curv
carb plan
chlo plan carb plan carb 15 curv illi irre
carb irre
carb curv chlo curv
curv carb irre carb irre carb curv
curv irre
carb irre muse plan carb 0.5 curv
chlo,kaol curv carb curv
carb curv
carb curv illi irre
curv kaol irre
clay 3 curv
illi irre
carb curv carb curv
curv curv curv
---
Fracture Dip Dip roughness direction (0)
(0)
srou smoo
srou roug
roug
roug
roug
roug srou roug
srou roug
srou
roug
srou roug roug roug
Remarks
closed
a lot of micro fractures
closed
calcite crytals
closed closed
partly closed closed splitted,closed
closed
closed
closed
closed closed splitted,closed splitted,closed
rock locally weathered
not picked up all fractures can not probably be reported closed
surrounding rock locally weathered
surrounding r~~~locall)l_ \Veathe~d
~ ~· 0 1-t)
I ~en
0 t"""
~ \0
i 8. >1' !XI -VI
-0 0\
Fracture Start End Type Fracture Colour of
number depth depth angle fracture
m m (0) surface
498 335.14 335.22 fi
499 335.23 fi 60 gray
500 335.32 fi 30 gray
501 335.44 fi 50 dgra,lbro
502 335.49 ti 35
503 335.52 fi 50 gray
504 335.70 grfi 75 gray 505 335.73 grfi 50 gray 506 335.78 fi 60 gray
507 335.85 fi 50 blac,lgra
508 335.87 fi 30 blac,gray 509 335.91 fi 45 gray 510 335.93 fi 70 blac,lbro
511 336.03 fi 55 dgra,gray 512 336.17 clfi 50 gray,blac
513 336.20 fi 40 gray,whit 514 336.27 fi 25 blac,gray 515 336.41 fisl 35 blac,gray
516 336.42 fi 50 blac,gray
517 336.47 fi 40 lgra
518 336.50 fi 75 lgra 519 336.55 fi 70 gray 520 336.55 336.64 521 336.66 grfi 80 lgra 522 336.77 fi 60 gray,lbro 523 336.90 fi 15 gray
524 336.97 fi 0 gray 525 337.20 fi 80 gray 526 337.33 fi 65 lgra,lbro 527 337.38 fi 70 lgra 528 337.48 fi 60 lgra,whit
529 337.53 fi 60 whit 530 337.55 clfi 45 gray,blac
531 337.67 fi 70 lgra,whit
532 337.69 fi 75 gray
533 337.70 fisl 70 gray,blac
Fracture Thickness Fracture filling of filled shape
fracture, mm
curv clay plan
chlo,sulf irre irre
carb curv 10 irre
5 curv clay irre
chlo,carb 1 curv chlo,carb curv
carb curv chlo,sulf curv chlo,carb irre chlo,clay 2 curv
kaol 1.5 curv chlo,clay irre chlo,clay curv chlo,clay irre
carb 0.5 irre carb 1 irre
chlo,clay irre
clay 50 plan
carb curv clay,chlo curv clay,chlo irre
irre carb,sulf 0.5 curv
carb curv carb,sulf 0.5 curv
kaol irre chlo,clay 0.5 curv carb,kaol irre
carb,clay plan chlo,carb,clay 0.5 plan
Fracture Dip Dip
roughness direction e) (0)
srou roug
smoo
roug srou
roug smoo
smoo srou smoo srou smoo
smoo smoo smoo
roug
smoo srou srou roug srou
srou srou smoo srou
smoo smoo
Remarks
at least 2 fractures, rock crushed
almost tight, a bit clay
a bit sulfide
not picked up not picked up
splitted
also slicken sides closed
closed closed
bteccia, calcite veins, partly soft soft but solid
some pyrite crystals closed
~ ~· 0 .....,
i Jll 0 ~
~ \0
~ g_ ;;('
~ -VI
-0 -...l
Fracture Start End Type Fracture Colour of Fracture
number depth depth angle fracture filling
m m (0) surface 534 337.71 fisl 80 gray,blac chlo,carb,clay
535 337.74 fi 80 lgra carb
536 337.75 fi 70 lgra carb 537 338.01 fi 30 lgra carb
538 338.11 fi 65 gray, whit kaol 539 338.19 fi 70 whit kaol 540 338.20 fi 20 gray, whit carb,kaol 541 338.23 fi 60 gray,blac,lbro chlo,carb,sulf
542 338.31 fi 90 gray 543 338.47 fi 50 blac,lgra,lbro chlo,carb,sulf 544 338.68 fi 20 lgra carb
545 338.88 fi 20 gray 546 339.02 fi 80 dgra,gray carb,chlo
547 339.20 fi 80 dgra,gray carb,chlo 548 339.23 fi 60 gray carb 549 339.28 fi 75 lgra carb
550 339.37 fi 75 gray carb,chlo 551 339.51 fi 70 gray 552 339.54 fi 70 blac,gray chlo,carb 553 339.55 fi 70 lyel,whit kaol,carb,illi
554 339.57 fisl 75 lyel
555 339.58 fi 70 dgra,whit chlo,kaol
556 339.64 fi 25 lgra 557 339.74 fi 75 lgra carb 558 339.83 fi 75 gray carb 559 339.89 fi 65 gray,lbro carb,sulf
560 339.92 fi 70 lgra carb
561 340.11 fi 65 lgra carb
562 340.25 fi 60 gray carb 563 340.47 fi 65 gray clay 564 340.51 fi 75 gray,blac clay,chlo
565 340.88 fi 75 lgra carb
566 342.22 fi 40 lgra carb 567 342.25 fi 80 gray
568 342.61 fi 70 lgra carb
569 342.83 L_
fi 35 gray carb -
Thickness Fracture Fracture
of filled shape roughness fracture, mm
plan smoo
irre 4 curv srou
curv
irre roug curv srou
irre srou 4 curv smoo
irre roug curv smoo curv srou
irre curv srou
irre srou irre srou
plan curv srou curv smoo curv irre srou
curv smoo
irre srou curv plan curv roug
1 curv srou curv curv
curv srou curv smoo irre srou plan smoo curv srou curv
0.5 curv 0.5 curv srou
---- -
Dip Dip direction (0)
(0)
135 8
90 14 200 10
155 30 285 6
205 27 220 19
180 16 145 68
165 67
Remarks
closed
calcite crystals closed
pyrite crystals
not picked up, splitted
partly closed
closed
closed
splitted closed closed
closed closed
closed closed
-
c ~ 0 ....,
J Jll 0 t"""
~ \0
i g 0.. :;('
?' -VI
-0 00
Fracture Start End Type Fracture Colour of Fracture number depth depth angle fracture filling
m m (0) surface 570 342.89 fi 80 gray carb 571 343.33 fi 25 gray,lbro carb,sulf 572 343.36 fi 30 gray carb 573 345.40 fi 70 blac,gray chlo,carb 574 346.85 fi 80 gray,lbro carb,sulf 575 346.96 fi 75 dgra chlo 576 347.53 ti 20 577 347.56 fi 80 578 348.01 fi 20 lgra,lbro carb,sulf 579 348.11 ti 70 580 348.37 fi 70 blac,gray chlo,carb 581 348.65 ti 20 582 348.69 fi 85 blac,lgra,lbro chlo,carb,sulf 583 348.70 fi 90 gray carb 584 349.06 fi 60 dgra chlo,carb 585 349.40 fi 80 blac,lgra chlo,carb 586 350.22 fi 90 dgre chlo 587 350.23 fi 80 dgre chlo 588 350.27 fi 75 lgra carb 589 350.52 fi 90 dgre chlo 590 351.14 fi 70 dgre,lgra chlo,carb 591 351.16 fi 70 dgre chlo 592 351.63 fi 80 gray,lbro carb,sulf 593 351.73 fi 75 dgre,lgra chlo,carb 594 352.37 fi 75 dgre,lgra chlo,carb 595 353.76 fi 70 dgre chlo 596 354.36 fi 70 dgre chlo 597 354.98 fi 80 gray carb 598 355.67 fisl 70 dgre,lgra chlo,carb 599 356.30 fisl 70 dgre,lgra chlo 600 356.47 ti 90 601 356.48 fi 70 dgre chlo 602 356.60 fisl 70 dgre chlo
603 359.36 fi 10 dgre,gray chlo 604 360.31 fi 55 lgra,lbro carb,sulf
605 360.76 fi 55 lgra carb
Thickness Fracture Fracture of filled shape roughness
fracture, mm 0.5 plan srou
curv srou irre srou irre srou irre roug curv srou curv plan
2 curv curv
curv srou irre irre srou irre srou curv srou plan srou irre srou
curv smoo irre curv smoo curv srou
curv srou irre srou
curv smoo irre srou curv smoo plan smoo
0.5 plan
curv smoo curv smoo irre curv srou plan smoo plan srou plan srou
curv srou
Dip
direction (0)
153 185
170
245
140 127 325 100
117
133 70 72
105
120 127
70 85
0 62
275
55 40
Dip (0)
14
77
25
4
22 22 13 16
24
20 20 16
12
38 43
17 16
3 12
85 30 27
Remarks
closed closed
closed closed
closed, splitted
closed
closed
strike/ dip of slicken sides 95/20 closed
strike/ dip of slicken sides 65/11
t""' fa' 0 ......,
~
~ Jll 0 t;
~ \0
i g 0. ~·
?0 -Vl
-g
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 606 367.25 fi 70 gray,lbro
607 367.35 fi 65 ggra,lbro 608 367.71 fi 60 dgre,lbro 609 367.76 fi 60 dgre,lbro
610 367.88 fi 60 dgre,lbro 611 368.39 fi 70 dgre,gray,lbro 612 368.98 fi 65 dgre,gray,lbro 613 369.11 fi 70 dgre,gray,lbro 614 369.13 fisl 55 dgre 615 369.26 fi 10 lgra
616 370.02 fi 60 dgre,lgra
617 370.19 ti 20 618 371.05 fi 30 gray
619 371.14 fi 60 dgra,gray
620 371.32 fi 75 lgra 621 371.39 fi 70 lgra 622 371.98 fi 20 lgra 623 372.12 fi 55 blac 624 372.36 ti 35 625 372.82 fi 70 lgra 626 374.62 fi 20 blac 627 375.15 ti 30 628 375.45 fi 60 blac 629 375.92 fi 20 lgra,lbro
630 376.72 fi 15 lbro,lgra 631 378.52 ti 15
632 379.22 fi 80 dgre
633 388.59 fi 30 gray
634 388.80 ti 50
635 388.84 fi 55 gray,lbro
636 389.38 fi 20 lbro 637 389.53 fi 50 gray
638 389.68 fi 55 gray
639 390.32 fi 80 blac,gray,lbro
640 390.54 fi 70 lgra
641 418.04 fi 10 gray,lgra
Fracture Thickness Fracture Fracture
filling of filled shape roughness
fracture, mm chlo,carb,sulf plan srou
chlo,sulf curv srou chlo,sulf curv srou chlo,sulf curv srou chlo,sulf curv srou
chlo,carb,sulf irre srou chlo,carb,sulf plan smoo chlo,carb,sulf 1 plan srou
chlo plan smoo carb curv
chlo.carb curv smoo irre
carb irre roug chlo,carb irre roug
carb curv carb 2 irre srou carb curv chlo curv smoo
curv roug plan
chlo plan srou plan
chlo irre srou sulf,carb irre srou
sulf plan irre
chlo irre smoo curv
curv roug sulf,chlo curv srou
sulf curv carb irre srou carb curv srou
chlo,sulf curv srou carb curv srou sulf plan
Dip Dip
direction (0)
(0)
60 14 55 22 35 20 28 15 22 18
43 23 47 18 65 40
42 19
18 22 100 70
60 70
85 78
200 50
25 25
113 32
Remarks
strike/ dip of slicken sides 100/34 closed
closed
closed
closed
closed
closed
closed closed
closed
closed
splitted
closed
c ~ 0 1-+)
I ,.Cil
0 t""'
~ \0
> :g g 0.. $<.
?0 -VI
-0
Fracture Start End Type Fracture Colour of Fracture number depth depth angle fracture filling
m m (0) surface
642 425.91 fi 65 lgra carb
643 426.01 fi 60 lgra carb
644 426.70 fi 60 lgra carb
645 426.89 fi 80 lgra carb
646 428.29 fi 65 lgra carb 647 428.52 fi 70 lgra carb
648 428.65 ti 65 649 429.78 fi 45 lgra carb
650 431.09 fi 20 gray carb 651 432.99 fi 50 lgra muse 652 433.44 fi 30 gray carb 653 435.50 fi 20 gray,lbro carb,clay,sulf 654 441.01 fi 20 whit,lbro kaol,sulf
655 441.94 fi 60 lgra carb
656 442.82 ti 70 657 445.73 fi 55 lgra carb
658 448.77 fi 80 dgra chlo,carb
659 451.65 fi 35 blac chlo 660 454.30 fi 25 gray carb
661 472.65 ti 15 662 477.38 fi 15 gray
663 477.47 fi 15 gray carb
664 477.54 fi 15 gray
665 480.43 fi 30 gray carb
666 485.33 fi 20 blac chlo
667 485.65 ti 5 668 486.33 ti 30 669 490.99 ti 45 670 493.58 fi 25 gray
671 495.19 fi 45 dgre chlo
672 499.20 fi 50 lgra carb
673 500.10 fi 20 dgre chlo
674 501.31 fi 50 gray
675 506.04 ti 25 676 508.51 fi 25 dgra chlo
677 511.22 fi 25 dgra,lbro chlo,sulf
Thickness Fracture Fracture Dip of filled shape roughness direction
fracture, mm (0)
plan srou 52 curv srou 43 curv srou 30 plan srou 173 plan srou 85 curv curv srou 127 curv srou 95 curv curv roug 240 curv srou 120 curv srou curv srou 110 curv srou 19 curv curv srou 75 curv smoo 150 curv srou 23 curv srou 105 plan
curv plan srou 75 curv
curv srou 70 curv srou curv curv srou 35 irre srou curv roug 80 curv srou 57 plan
curv smoo 70
curv srou 80 curv
plan srou 55 plan srou 55
Dip
e)
10 22 21 11 31
43 62
22 77
90 12
45 11 46 85
83
64
58
75 48
80 51
70 70
Remarks
partly closed
closed
splitted
closed
closed
slippery surface
closed, color change near fracture closed partly closed closed
closed
closed siippery surface
closed
c ~ 0 1-t)
J Jll 0 t;"'
~ \0
;g g ~ !X> ...... Vl
Fracture Start End Type Fracture Colour of Fracture number depth depth angle fracture filling
m m (0) surface 678 514.18 fi 80 gray clay
679 514.58 fi 30 gray,lbro sulf 680 514.91 fi 70 gray,lbro clay,sulf 681 514.96 fi 70 gray,lbro sulf 682 515.08 fi 65 lgra,lbro kaol,carb,sulf 683 516.18 fi 30 lbro seri 684 518.92 ti 65 685 524.16 fi 65 blac,lbro chlo,sulf 686 525.42 fist 60 blac,lgra chlo 687 525.48 fist 60 blac,lgra chlo
688 528.01 fi 80 gray carb
689 528.74 fi 55 gray
690 528.78 fi 80 lbro sulf 691 529.02 fi 65 lgra carb 692 529.93 fi 35 whit,lbro kaol,sulf
693 529.96 fi 60 blac,whit chlo,kaol 694 532.07 fi 20 gray,lbro carb,sulf,chlo
695 533.34 fist 55 blac,lgra chlo 696 534.92 fi 70 blac,lgra,lyel chlo,carb,illi 697 535.47 fi 35 blac chlo
698 536.85 fi 70 blac,gray chlo,carb
699 537.67 fisl 55 ygre,blac illi,chlo
700 537.71 fi 60 ygre,blac illi,chlo
701 538.14 fi 65 ygre,blac illi,chlo 702 538.23 fi 70 blac,gray,lbro chlo,carb,sulf 703 538.31 fi 75 gray,lbro,blac carb,sulf
704 538.35 fi 35 gray 705 538.57 fisl 80 blac chlo,grap
706 538.99 fi 75 blac,gray chlo,carb 707 539.03 fi 75 blac,lbro chlo,sulf 708 539.52 fi 70 blac,ygre chlo,illi 709 540.08 fi 75 dgra chlo 710 541.45 fi 65 lgra carb
711 541.52 fi 70 blac,ygre,lbro chlo,illi,sulf 712 541.77 fi 80 blac,ygre chlo,illi 713 541.96 fisl_ 75 ___!>lac,gray __ chlo
--- - -
Thickness Fracture Fracture of filled shape roughness
fracture, mm 2 curv roug
irre irre srou irre srou curv roug irre curv roug curv srou curv smoo curv smoo
irre roug irre roug
curv curv irre roug curv srou
curv roug
curv smoo irre smoo curv smoo curv roug
0.5 curv srou 0.5 irre srou
irre smoo curv srou
0.5 irre srou
irre curv smoo irre srou curv srou curv srou irre smoo curv curv srou irre srou
~-
L__plan .. smoo - -
Dip Dip direction (0)
(0)
110 16
135 45
20 13 160 45 120 54 130 49
83 42
100 87 142 55
125 76 115 40 100 47
0
125 25
120 36 112 40
130 40
135 35
Remarks
closed
closed a bit carbonate foliation surface strike/ dip of slicken sides 185/ 31 strike/ dip of slicken sides 180/ 35
closed closed
foliation surface
slippery surface
strike/ dip of slicken sides 180/ 14
closed
strike/ dip of slic~en sides 200/ 1~
t""' ~-0 .......,
I Jll 0 t""'
E \0
> :g 8. >("
!XI -VI
--IV
Fracture Start End Type Fracture Colour of Fracture number depth depth angle fracture filling
m m (0) surface 714 543.84 fi 70 ygre,gray,blac illi,carb,chlo
715 543.97 fi 80 gray,ygre illi
716 544.02 fi 75 gray
717 544.06 fi 75 gray,dgra seri
718 544.19 grfi 50 dgra,ygre chlo,illi
719 544.21 fi 75 blac,ygre chlo,illi
720 544.27 fi 50 blac,ygre chlo,illi
721 544.29 fisl 65 blac,ygre chlo,illi
722 544.32 fi 55 blac,ygre chlo,illi
723 544.34 fi 35 blac chlo
724 544.41 fi 50 ygre,blac illi,chlo
725 544.69 fi 60 gray clay
726 544.88 fi 65 ygre illi
727 545.07 fi 45 gray, whit,lbro chlo,sulf
728 545.16 fi 55 lgra clay 729 545.26 fi 65 ygre illi
730 545.29 fi 45 blac,ygre chlo,illi
731 545.34 grfi 75 gray,ygre clay,illi
732 545.40 fi 65 gray
733 545.41 fi 65 ygre,gray,blac illi,chlo
734 545.65 fisl 60 ygre,blac illi,chlo
735 545.66 fi 60 ygre,blac illi,chlo
736 545.68 fi 45 ygre,blac illi,chlo
737 545.75 fi 60 ygre,blac illi,chlo
738 545.78 fisl 40 ygre illi
739 545.87 fisl 45 ygre,blac illi,chlo
740 546.03 fist 50 ygre,blac illi,chlo
741 546.06 fisl 45 ygre,blac illi,chlo
742 546.09 fisl 40 ygre,blac illi,chlo
743 546.26 fisl 45 ygre,blac illi,chlo
744 546.33 fi 50 ygre illi
745 546.42 fi 35 ygre,blac illi,chlo
746 546.65 fi 50 lbro sulf
747 546.67 fi 75 ygre,blac illi,chlo
748 546.86 fi 70 ygre,blac illi,chlo
749 546.88 fi 70 lbro sulf -- --
Thickness Fracture Fracture of filled shape roughness
fracture, mm
irre srou
irre roug
irre roug
curv srou 4 curv
irre smoo
irre srou curv smoo
irre smoo
curv srou 0.5 irre smoo
irre roug
plan plan srou
curv srou
curv srou curv smoo
10 curv plan plan srou
curv smoo
curv smoo
curv srou 0.5 irre srou 0.5 curv srou
curv smoo
curv smoo curv smoo
curv smoo 2 curv smoo
2 plan srou
irre srou curv irre roug
curv srou
curv srou
Dip Dip direction (0)
(0)
80 20
5 9
35 49
55 53
30 39
30 5 70 51
55 23
105 50 105 50
120 69
130 65
300 18
45 7
Remarks
closed,splitted
strike/ dip of slicken sides 145/ 4
closed
closed closed
strike/ dip of slicken sides 195/ 11
strike/ dip of slicken sides 155/ 20
strike/ dip of slicken sides 187 I 14 strike/ dip of slicken sides 195/ 25
closed,splitted
I I
c ~ 0 ......,
i Jll 0 ~
~ \0
i g 0. S<.
!X> -VI
-VJ
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 750 547.10 fi 50 blac,gray 751 547.40 fi 40 gray 752 547.64 fi 35 gray,blac
753 547.68 fi 55 gray,whit
754 547.79 fi 45 blac
755 548.27 fi 50 blac,gray,ygre
756 548.82 fi 75 lbro,ygre 757 549.85 fi 65 blac,gray 758 549.87 fisl 70 blac,yell 759 551.31 fi 60 blac
760 551.57 fi 45 lyel,blac
761 551.70 fi 60 ygre 762 552.71 fi 70 lbro,gray
763 553.03 fi 40 lbro,gray
764 553.11 fi 50 gray,lbro
765 553.14 fi 45 lgra,gray
766 553.23 fi 55 gray,lyel
767 553.30 fi 60 gray,lbro
768 553.78 fi 55 gree
769 554.61 fi 60 lgra 770 555.76 fi 60 lbro 771 556.10 fi 50 lgra
772 557.03 fi 75 lgra 773 557.06 fi 55 lgra 774 557.23 fi 35 lgra
775 557.28 fi 20 lgra
776 557.39 fi 55 lgra
777 557.41 fi 55 lgra 778 557.43 fi 55 lgra
779 557.59 grfi 45 lgra, whit,lbro 780 557.73 fi 50 gray
781 557.80 fi 65 gray
782 557.86 fi 75 blac,gray
783 557.98 fi 70 lgra
784 558.03 fi 45 gray,lyel.blac 785 558.06 fi 60 gray
-
Fracture Thickness Fracture
filling of filled shape
fracture, mm
carb curv
carb 1 curv
chlo irre
irre chlo curv
chlo,illi curv sulf,illi irre
chlo irre chlo,illi curv
chlo irre chlo curv illi plan
sulf curv sulf curv
carb,sulf 3 plan carb 3 curv
chlo,illi irre sulf irre illi 1 irre
clay,carb irre muse curv carb irre clay irre clay curv carb plan
carb curv carb,kaol 3 curv
carb curv carb curv
carb,kaol,sulf 30 curv clay 0.5 irre
kaol irre
chlo,clay irre carb irre
chlo,illi curv clay irre
Fracture Dip
roughness direction (0)
roug 280
srou srou
srou 270
roug 110
roug srou srou 120 smoo smoo 110 srou 30 srou 65 srou 65
srou 340
roug roug srou srou roug 233 srou roug
srou 340 srou
srou 345
srou 350 srou srou roug
srou
srou srou
Dip Remarks
e) 22
closed
22
60
37 strike/ dip ofslicken sides 185/ 14
65 17 20 60 18
closed
16
closed 40
13 closed
17
closed
- ---- --- -- -·- - ·---
t"'" fa' 0 ......,
I ..,tll
0 r s \0
> :g g 0.. ;;('
?0 -VI
-~
Fracture Start End Type Fracture Colour of
number depth depth angle fracture
m m (0) surface
786 558.13 fi 65 lgra
787 558.26 fi 45 gray
788 558.28 fi 80 gray,blac
789 558.34 fi 65 lgra
790 558.38 fi 60 lgra 791 558.42 fi 50 lgra 792 558.83 fi 70 dgra
793 558.95 fi 30 lgra,lbro 794 559.19 fi 55 gray,lbro 795 559.50 fi 55 lgra,lyel
796 559.61 fi 55 yell
797 559.80 fi 50 blac,whit,lbro 798 559.86 grfi 50 gray
799 559.89 grfi 50 gray 800 559.92 fi 50 dgre,lgra 801 560.09 fi 60 lyel,blac
802 560.20 fi 65 blac,ygre
803 560.23 fi 60 blac,ygre
804 562.47 fi 70 lgra
805 562.51 fi 60 lgra
806 563.03 fi 60 gray
807 563.72 fi 55 lbro,gray
808 564.20 fi 55 gray,lbro
809 564.30 fi 55 gray
810 564.36 fi 50 dgre,gray
811 564.65 fi 55 gray
812 565.18 fi 60 blac,gray
813 565.52 fi 30 lgra
814 565.86 fi 20 whit 815 565.96 fi 70 lgra
816 566.28 fi 30 lgra
817 566.43 fi 45 lgra
818 566.49 fi 60 lgra
819 566.50 fi 30 lgra,lbro
820 566.56 fi 55 lyel
821 566.65 fi 25 lgra - -- -- -
Fracture Thickness Fracture filling of filled shape
fracture, mm carb curv
chlo,clay curv carb,clay,chlo irre
carb curv carb curv carb curv chlo irre
carb,sulf curv chlo,sulf irre
carb curv illi irre
chlo,kaol,sulf irre
curv
5 irre
chlo,carb irre illi curv
chlo,illi curv chlo,illi curv
carb 7 curv carb curv
irre sulf,carb,kaol curv
sulf 1 curv curv
chlo curv carb curv carb trre carb curv kaol irre
irre carb curv
carb plan carb curv
carb,sulf irre
curv
carb irre
Fracture Dip roughness direction
e)
smoo
srou
roug
roug
roug srou
srou srou 95 srou 85 srou 100 srou 325
srou srou 25 srou 47
srou 40 srou 250 roug
roug 290
roug
roug
srou
Dip
e)
40 35 41 3
20 30
37 20
44
Remarks
closed
closed closed,splitted
closed,splitted
closed
closed
not picked up
not picked up splitted
small caverns
closed
closed
closed
closed
ciosed closed
closed -
t"""4
f!i" 0 .....,
J Jll 0 ~
~ \0
i g 0. $<" ~ -VI
--VI
Fracture Start End Type Fracture Colour of Fracture
number depth depth angle fracture filling
m m (0) surface
822 567.00 fi 45 lgra carb
823 567.09 fi 50 gray carb
824 567.43 fi 45 dgra,lbro chlo,sulf
825 567.50 569.30 826 567.52 fi 45 lbro.lgra carb,sulf
827 567.54 fi 45 gray,lbro carb,sulf
828 567.56 fi 60 gray,dgra carb
829 567.60 fi 40 gray carb
830 567.62 fi 35 gray,lbro carb,clay,sulf
831 567.75 fi 60 gray carb
832 567.79 fi 50 blac chlo
833 567.84 fi 35 lgra carb
834 567.89 fi 70 lgra carb
835 567.97 fi 45 gray,lbro carb,sulf
836 568.00 fi 50 gray,lbro carb,sulf
837 568.22 fi 40 gray,blac chlo,clay
838 568.32 fi 30 lgra carb
839 568.34 fi 0 gray,lgra carb,clay,sulf
840 568.40 fi 35 gray,lgra carb
841 568.44 fi 35 lgra carb
842 568.53 fi 45 lgra carb
843 568.63 fi 35 gray carb,kaol
844 568.68 fi 30 gray carb
845 568.78 fi 55 dgra, lgra, lbro chlo,carb,sulf
846 568.90 grfi 60 dgra,lbro chlo,sulf
847 568.92 fi 70 dgra,lgra chlo.carb
848 568.99 grfi 80 dgra,lbro chlo.sulf
849 569.01 fi 65 dgra,lbro chlo,sulf
850 569.14 fi 55 lgra carb
851 569.17 fi 65 lgra carb
852 569.24 fi 60 lgra carb
853 569.27 fi 55 gray,lbro clay,sulf
854 569.30 fi 55 gray carb
855 570.80 fi 65 gray chlo
856 571.73 fi 55 dgra,lbro chlo,sulf
857 573.28 ti 30
Thickness Fracture Fracture
of filled shape roughness
fracture, mm
curv srou
plan
curv srou
irre
0.5 irre srou
10 plan srou
1 curv
curv srou irre srou
curv
2 irre 2 irre
0.5 curv srou 2 irre srou
curv srou
2 curv
10 irre roug
5 curv srou
3 curv 3 irre
curv srou
2 irre
curv srou
5 curv
curv srou 5 curv
curv srou
curv
curv srou
curv srou
curv srou
plan srou irre roug
curv roug
curv roug
Dip Dip
direction CO) (0)
57 20
47 17 35 18 50 290 16
125 59
___ _gQ_____ 80
Remarks
closed
A lot of micro fractures also
closed
cavern
closed
not picked up
not picked up
closed,not picked up
closed
closed
closed,splitted
closed, cavern
not picked up
not picked up not picked up
closed
a bit pyrite
t"" ~· 0 1-t)
~
~ "C/l
0 t;'""
~ \0
> :g g 0.. !>('
!Xl ...... VI
...... 0\
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 858 575.59 fi 35 blac,lbro 859 576.15 fi 70 dgra,lbro 860 576.56 fi 25 blac,lbro 861 576.93 fi 55 lgra
862 577.26 fi 30 gray
863 582.52 fi 65 gray 864 583.01 fi 65 gray 865 585.66 fi 60 lgra 866 586.23 fi 20 blac,gray,lbro
867 592.21 fi 20 gray,lbro
868 592.23 fi 10 gray,lbro
869 594.76 fi 25 gray 870 595.48 ti 25 871 595.56 fi 25 lbro,gray 872 596.02 fi 10 lbro,gray
873 596.58 fi 60 dgra,lbro 874 596.68 fi 60 gray,brow
875 596.70 fi 55 dgra 876 596.72 fi 55 dgra
877 596.74 fi 55 dgra 878 596.76 fi 55 dgra 879 596.85 fi 20 lbro,dgra
880 597.68 fi 20 lbro,gray
881 605.30 ti 20 882 608.74 fi 15 lgra
883 612.72 fi 65 lgra
884 622.63 fi 15 gray
885 627.70 fi 25 gray,dgre
886 628.10 fi 20 gray,whit,lbro 887 628.23 fi 45 blac,lbro 888 628.46 fi 25 brow 889 628.63 fi 15 gray,lbro 890 644.19 ti 55 891 652.47 fi 5 dgre
892 653.43 653.55 893 653.43
----- L gr__!L_ 30 dgra,whit --- --- -----
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm chlo,sulf curv roug carb,sulf irre roug
sulf curv srou kaol curv roug
curv clay irre srou
carb,clay plan roug carb curv
chlo,carb,sulf curv srou sulf irre sulf curv roug
curv irre
sulf curv srou sulf curv roug
chlo,sulf 2 irre rost,carb curv srou
chlo 0.5 curv chlo curv chlo curv chlo 5 curv
sulf,chlo curv roug sulf curv roug
curv carb irre
carb curv srou
curv roug chlo curv roug
kaol,sulf irre roug chlo,sulf curv smoo rost,carb curv roug clay,sulf curv roug
plan srou chlo curv srou
chlo,carb curv srou
Dip direction
e> 80
55 28
0
50
270
120 15
40
120 105
300 350 170
5 160 350 355 5
Dip
e> 65
70 24
15
73
85
85 88
17
88 89
7 85 84
28 83 86 15 28
Remarks
closed
closed
closed
closed,strong closed
closed
closed,strong closed,strong ,
closed,strong closed,strong
closed closed
breccia zone not picked up
t'"'4 ~· 0 .......,
f 0 t'"'4
~ \0
> :g [ ~·
?0 -1..11
-~
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 894 653.51 fi 30 blac,whit 895 653.55 fisl 45 lgre 896 653.58 fi 0 gray 897 653.61 fi 55 lgre 898 653.82 fi 55 gray 899 653.84 fi 56 gray 900 654.51 fi 30 lgra 901 655.24 fi 25 blac,lgra 902 656.46 fi 30 gray 903 658.43 fi 35 ygre 904 662.38 fi 20 gray,blac
905 662.53 fi 35 dgra,lgra 906 677.75 fi 60 dgra 907 677.79 fi 25 gray,blac,lbro 908 677.84 fi 60 gray,blac
909 677.90 fi 45 blac,gray 910 678.75 fi 45 blac 911 680.70 fi 15 gray,dgra, whit 912 687.16 fi 50 gray 913 691.50 fi 25 blac 914 692.47 fi 15 blac,gray 915 693.80 fi 25 lgra 916 695.67 fisl 55 dgra,lbro
917 696.01 fisl 85 blac 918 696.02 fi 45 blac 919 696.19 fisl 45 blac,lbro 920 696.22 fi 45 blac,lgra 921 701.20 fi 60 gray,brow
922 706.33 fisl 45 dgra,brow
923 716.11 fi 60 lgra
924 716.39 fi 75 blac 925 716.43 fi 55 lgra 926 716.47 fi 30 lgra 927 716.49 fi 55 lgra,gray
928 716.52 fi 40 blac,gray
929 716.57 __ L_
fi 50 _lgr__!______ ___ L_ -- ---
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm chlo,carb curv smoo
curv smoo irre
illi curv srou carb curv srou
irre srou carb curv
chlo,carb curv smoo curv
illi curv srou chlo,clay irre roug
chlo,grap,carb curv srou chlo irre srou
chlo,sulf irre srou chlo,carb curv srou
chlo curv smoo 0.5 plan
chlo,kaol curv roug carb curv chlo plan srou carb curv srou carb 0.5 curv
grap,sulf curv smoo chlo curv smoo
chlo,grap curv smoo chlo,grap,sulf curv smoo
carb 5 curv sulf plan srou
grap,sulf plan srou curv
chlo irre roug carb curv carb curv carb curv chlo curv srou carb irre
--
Dip Dip
direction CO) (0)
18 40
40 29 150 50
150 77
30 53
355 41
355 12 340 26
80 90
80 75
145 54
145 22
145 64
145 50 140 63
175 55
Remarks
not picked up
closed
closed partly closed closed, strong.
closed, strong.
closed
partly closed closed strike/ dip of slicken sides 220/ 19
strike/ dip of slicken sides 225/ 16 closed, a bit solid breccia. foliation surface strike/ dip of slicken sides 190/ 54 closed
closed closed closed
I
closed
t""4 !a' 0 ....,
J Jll
0 t""4
~ \0
~ g 0.. )<'
~ ...... VI
...... ...... 00
Fracture Start End Type Fracture Colour of Fracture number depth depth angle fracture filling
m m (0) surface 930 716.60 clfi 55 blac,lgra,brow clay,carb,sulf 931 716.62 fi 50 lgra carb 932 716.64 fi 45 lgra carb 933 720.51 fisl 70 blac grap 934 733.42 fi 75 lgre 935 738.78 fi 50 ggre chlo,seri 936 742.90 fi 70 blac chlo 937 743.12 fisl 65 dgre chlo 938 743.33 fi 25 blac,gray chlo 939 744.58 fi 70 blac chlo 940 745.17 fi 80 dgra chlo 941 745.88 fi 30 dgra,lbro sulf 942 746.10 fisl 55 dgre chlo
943 746.31 ti 20 944 746.39 fi 85 blac chlo 945 746.40 fisl 80 blac,lbro chlo,grap,sulf 946 746.41 fi 85 blac grap,chlo 947 746.52 fi 85 blac,lbro grap,chlo,sulf 948 746.57 fi 50 lgra,lbro carb,sulf 949 746.61 fi 50 lgra carb 950 746.66 fi 45 lgra carb 951 746.68 fi 50 lgra carb 952 746.73 fi 35 lgra,lbro carb,sulf 953 746.95 fi 35 lgra carb 954 747.01 fi 50 lgra carb 955 747.08 fi 25 lgra,lbro carb,sulf
956 747.11 fi 50 lgra carb 957 747.20 fi 80 blac,lbro chlo,sulf 958 747.22 fi 70 blac,lbro chlo,sulf 959 748.01 fi 15 lbro
960 748.65 ti 45 961 749.09
fiJ 25 gray chlo
962 749.24 fi 25 dgre chlo
963 749.46 fi 40 blac chlo
964 749.50 fist 60 blac,gray chlo,carb
965 749.54 fi 50 gray carb,kvar --- -
Thickness Fracture Fracture Dip of filled shape roughness direction
fracture, mm CO) 3 plan smoo 140
plan irre curv smoo 150
plan srou 170 curv smoo 235 curv srou 75 curv smoo 155
curv smoo 45 plan srou 135 irre roug curv
curv smoo 330 irre srou curv smoo curv smoo 135 curv smoo irre smoo curv irre curv roug curv
0.5 curv 0.5 curv
curv 1 curv 2 curv 3 plan smoo 170 4 plan smoo 195
plan plan trre srou curv srou 260
curv srou 150 curv smoo 160 curv
Dip Remarks
e)
52 closed, splitted closed
38 strike/ dip of slicken sides 165/ 35
13 16 15 42 foliation surface
63 42
closed
16 strike/ dip of slicken sides 320/ 18
10
closed closed,splitted partly closed closed
I
closed,splitted closed closed closed closed
12 5
closed, strong closed spiittt:d
54
70 45
closed
re ~-0 ....,
I ~Cil
0 re
~ \0
.6-l
;;<• 90 -VI
-\0
Fracture Start End Type Fracture Colour of Fracture number depth depth angle fracture filling
m m (0) surface 966 749.78 fi 50 gray,blac chlo,kaol 967 749.94 fi 40 blac 968 749.96 fi 25 blac 969 750.05 fi 55 lgra carb 970 750.07 fi 50 lgra carb 971 750.25 fi 65 lgra carb 972 750.28 fi 45 gray carb 973 750.31 fi 60 ygre 974 750.60 fisl 75 dgra grap 975 750.66 fi 50 blac,lgra chlo,carb 976 750.80 fi 60 blac,lgra chlo,carb 977 751.11 fi 65 gray,ggra carb 978 751.25 fi 20 lgra carb 979 751.38 fi 70 gray 980 751.65 fi 60 lgra carb 981 751.67 fi 55 lgra carb 982 752.13 fi 40 whit,blac kaol,chlo 983 752.21 fi 55 gray,blac chlo,chlo 984 752.63 fi 55 dgra,lbro sulf 985 754.01 fi 60 blac chlo,grap 986 754.79 fi 80 blac grap,chlo
987 754.82 fi 45 gray 988 755.22 fi 55 blac,gray chlo,carb 989 755.43 fi 80 blac 990 756.40 fisl 70 blac chlo 991 757.65 fi 65 dgra chlo 992 758.22 fi 80 blac chlo 993 758.54 fi 50 blac,gray chlo 994 758.70 fi 40 lgra carb 995 758.91 fi 45 lgra carb
996 759.19 fi 70 dgra,lbro sulf 997 759.73 fi 70 blac,lbro chlo,sulf
998 761.04 fi 55 blac chlo,grap 999 762.06 fi 70 dgra,lbro grap,sulf 1000 762.08 fi 70 dgra grap 1001 762.10 fi 50 dgra,lbro grap,sulf
Thickness Fracture Fracture of filled shape roughness
fracture, mm curv srou
curv curv curv
1 curv irre curv irre srou irre smoo
3 curv srou
3 plan srou curv roug curv irre
1 curv 5 curv
irre roug
3 curv roug curv srou curv srou irre srou
2 curv irre srou irre irre srou curv roug irre srou plan smoo curv curv irre roug curv smoo curv srou curv srou curv smoo
'-- _j_rre srou --
Dip Dip direction (0)
(0)
155 58
140 61 135 48 25 7
245 17 165 52 140 52
195 31
150 57
190 25 140 52 155 35 140 36
Remarks
small cavern closed, splitted closed closed closed closed closed
closed closed closed closed
foliation surface
closed
closed strike/ dip of slicken sides 150/ 25
I
I
foliation surface closed I
I
closed
foliation surface foliation surface
I
c ~ 0 .....,
I Jll 0 t""
~ 1.0
> '0 '0 g 0.. x· ?<> -\.h
-N 0
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m CO) surface 1002 762.13 fi 85 dgra
1003 762.86 fi 70 dgra 1004 762.90 fi 60 dgra 1005 762.90 763.12
1006 762.98 grfi 65 blac,gray 1007 763.05 grfi 65 dgra 1008 763.07 grfi 75 dgra 1009 763.10 grfi 60 blac,gray 1010 763.24 fist 30 blac,dgra
1011 763.29 fi 55 dgra 1012 763.33 fi 55 gray 1013 763.48 fi 45 blac,gray 1014 763.49 fi 45 lgra
1015 763.55 fisl 65 blac
1016 763.57 fi 55 lgra
1017 763.79 fi 30 dgre,lgra 1018 763.94 fi 50 dgre,lgra
1019 763.99 fi 35 lgra
1020 764.19 fi 35 lgra,lbro 1021 764.33 fi 65 blac,lgra
1022 765.18 fist 40 dgre,lbro,lgra
1023 765.32 fi 60 blac,whit 1024 770.26 fisl 75 blac,lyel 1025 770.31 fi 75 blac 1026 770.38 fi 80 blac,ygre 1027 773.48 fi 25 dgra,lgra 1028 774.28 fi 30 gray 1029 775.44 fi 15 lgra
1030 775.79 fi 65 lgra,lbro 1 f\'11 776.56 fi 60 ygre JV..Jl
1032 776.63 fi 65 dgre,ygre
1033 776.66 fi 65 ygre,blac
1034 777.98
1035 777.01 __ grfi 80 dgra -·----
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm grap curv smoo grap irre smoo
curv
grap,clay 100 curv curv curv
15 curv grap curv smoo
grap curv smoo chlo,carb curv smoo chlo,carb curv smoo
carb curv chlo curv smoo carb irre srou
chlo,carb curv srou chlo,carb curv srou
carb curv roug carb,sulf curv srou chlo,carb curv smoo
chlo,sulf,carb curv srou chlo,kaol irre srou chlo,illi plan smoo
chlo curv smoo chlo,illi trre srou
carb 0.5 curv carb curv srou kaol curv
carb,sulf curv srou illi 1 curv srou
chlo,illi 1 curv smoo chlo,illi 2 curv smoo
40
Dip Dip direction (0)
(0)
103 30
110 30
330 50
40 11 75 43
65 30
Remarks
not picked up soft strongly weathered clay structured zone, not picked up
not picked up not picked up not picked up not picked up
foliation surface foliation surface foliation surface foliation surface
foliation surface
foliation surface
closed
closed
soft strongly weathered clay
structured zone, not picked up not picked up
I
I
I
I
I
I
I
t'"'4 ~· 0 ~
i Jll
~
E \0
~ &. !>('
!Xl ...... Vo
...... N ......
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 1036 777.03 fi 80 gray 1037 777.15 grfi 65 dgre 1038 777.22 fi 20 lyel 1039 777.30 grfi 30 dgra 1040 777.40 fi 65 gray 1041 777.47 fi 80 gray 1042 777.51 fi 70 dgra 1043 777.58 fisl 40 blac 1044 777.62 fisl 40 blac 1045 777.68 fisl 55 blac 1046 777.73 fisl 45 blac 1047 777.76 fi 60 blac 1048 777.86 fisl 55 blac
1049 777.89 fi 60 blac,gray 1050 777.97 fisl 60 blac 1051 777.99 fi 40 dgra
1052 778.12 fi 35 blac,lgra,ygre
1053 779.08 fi 60 whit,gray 1054 779.14 fi 70 dgra 1055 779.17 fi 65 whit,gray 1056 779.18 fi 70 whit,lgre
1057 779.22 fi 80 lgre,whit 1058 779.29 fi 70 lgre,whit 1059 779.32 fi 30 lgre,whit 1060 779.42 fisl 80 lgre,whit
1061 779.52 fisl 50 blac,lgre
1062 779.66 fisl 80 blac,lgre
1063 779.72 fisl 60 blac
1064 779.78 fi 65 whit
1065 779.93 fi 70 lgre,whit 1066 780.07 fisl 65 blac,ggra
1067 780.09 fi 40 whit
1068 780.26 fi 55 lgre,blac
1069 780.30 fi 70 lgre,blac
1070 780.32 fi 70 blac
1071 780.41 fisl 50 blac,lbro
Fracture Thickness Fracture
filling of filled shape
fracture, mm curv
80 curv
illi curv 30 irre
curv
curv irre
chlo curv chlo curv chlo curv chlo curv chlo curv chlo curv
chlo,clay irre
chlo curv chlo irre
chlo,clay,illi curv kaol irre chlo curv kaol irre
kaol,illi curv illi,kaol curv illi,kaol curv illi,kaol irre illi,kaol irre chlo,illi plan chlo,illi curv
chlo irre kaol curv
illi,kaol curv chlo,illi curv
kaol irre illi,chlo 0.5 plan illi,chlo curv
irre
chlo,sulf curv
Fracture Dip Dip roughness direction (0)
(0)
smoo smoo smoo smoo
smoo srou smoo roug srou
srou srou srou roug srou srou srou smoo smoo smoo
srou roug
srou smoo roug
smoo smoo
srou
smoo
Remarks
I
I
not picked up I
not picked up
not picked up not picked up not picked up not picked up not picked up
partly closed
closed
splitted
'
-
c 5!l. 0 1-t)
J ,.fJl
0 t""'
~ \0
i ~ Q.. $<' !X> -VI
-t-l t-l
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 1072 780.43 fi 70 blac 1073 780.55 grfi 80 gray
1074 780.61 fi 25 dgre 1075 780.63 grfi 70 dgra 1076 780.68 fi 60 dgra 1077 780.70 fi 50 gray 1078 780.74 clfi 70 gray 1079 780.79 fi 60 dgre 1080 780.84 fi 65 gree 1081 780.92 clfi 70 gray,lyel 1082 780.95 grfi 60 brow,lyel 1083 780.99 fist 80 blac 1084 783.51 fi 65 blac,ggra
1085 784.22 fist 75 blac,gray 1086 784.95 fi 20 whit, gray 1087 785.18 fist 75 blac 1088 785.22 fist 50 blac 1089 785.23 fi 60 blac 1090 785.47 fi 60 lye I
1091 785.61 fist 45 dgre,blac,ygre 1092 785.82 fi 80 lye I 1093 785.83 fist 60 blac,lyel 1094 785.86 fi 50 lyel
1095 785.92 fist 55 blac,lyel
1096 785.96 fi 70 dgre,ggra 1097 786.14 fi 55 ggra
1098 786.78 fi 50 lgre
1099 786.86 fi 45 dgre,lyel,whit
1100 788.43 fisl 70 dgre,lyel 1101 788.47 fi 85 blac,lyel 1102 789.55 fi 45 blac 1103 790.24 fi 40 gray 1104 791.69 fi 80 blac
1105 791.71 fist 70 blac
1106 791.74 fist 85 blac
1107 794.70 fi 55 ygre,blac
Fracture Thickness Fracture filling of filled shape
fracture, mm chlo curv clay 10 curv chlo curv
curv curv curv
clay 10 curv irre
illi curv clay,illi 2 curv
clay 30 curv chlo plan
chlo,illi curv chlo curv
kaol,clay curv chlo curv chlo plan chlo curv
illi curv chlo,illi 5 plan
illi 1 irre chlo,illi 0.5 curv
illi curv chlo,illi curv chlo,illi curv
curv illi irre
chlo,kaol,illi curv chlo,illi curv chlo,illi irre
curv curv
chlo curv chlo curv
chlo curv chlo,illi 0.5 curv
Fracture Dip roughness direction
(0)
srou
smoo 115
smoo 155 smoo 192
roug 120 smoo 140 smoo
smoo srou 230 smoo 270 srou smoo 150
smoo 155 smoo 145 srou 290 srou
srou 265 smoo 145
smoo
srou 45 smoo 150 smoo
smoo 140
srou 250
Dip (0)
25 45 18
87 35
10
30
51
50 37 18
33 35
50 17
24 24
Remarks
not picked up
not picked up not picked up closed, not picked up
closed, not picked up not picked up not picked up
closed, not picked up not picked up not picked up
foliation surface
strike/ dip of slicken sides 315/ 21
strike/ dip of slicken sides 200/ 27
closed strike/ dip of slicken sides 205/ 43
closed,splitted
strike/ dip of slicken sides 185/ 18
~ ;· 0 ....,
I Jll 0 ~
s \0
:g 8. x· !Xl -Vo
-N w
Fracture Start End Type Fracture Colour of Fracture number depth depth angle fracture filling
m m (0) surface 1108 794.85 fisl 60 blac chlo 1109 794.87 fi 70 blac chlo 1110 795.19 fisl 65 blac,gree chlo 1111 795.24 fi 55 lyel,blac chlo,illi 1112 797.61 fi 50 blac,gray chlo 1113 798.94 fi 85 blac,lgre chlo,illi 1114 799.12 fi 85 blac chlo 1115 799.52 fisl 45 blac,ggra chlo,illi 1116 799.63 fisl 65 blac chlo 1117 800.25 fis1 70 blac,ggre ch1o,illi 1118 803.68 fi 85 blac,lgre chlo 1119 806.16 fisl 70 dgre chlo 1120 806.40 fisl 85 dgre,blac chlo 1121 808.21 fisl 70 blac,gray,lyel chlo,carb 1122 808.33 fi 55 blac,lyel chlo,illi 1123 808.37 fisl 70 blac,lyel chlo,illi 1124 808.38 fist 75 blac,ygre chlo,illi 1125 808.46 fisl 80 dgre chlo 1126 808.57 fisl 75 blac,dgre chlo 1127 809.35 fi 60 ggra chlo 1128 809.68 fi 65 ygre,blac illi,chlo 1129 810.14 fi 50 lyel,whit illi,kaol 1130 810.45 fi 40 dgre,lyel illi,chlo 1131 810.99 fi 65 blac,lyel chlo,illi
1132 811.58 fi 65 dgre,ygre, whit chlo
1133 812.22 fi 75 yell illi 1134 812.63 fi 80 blac,ygre chlo 1135 812.94 fi 55 lyel,gray
1136 813.75 fi 55 ygre,blac 1137 813.85 fisl 65 blac,ygre chlo,illi
1138 814.31 fi 75 blac,ygre chlo,illi
1139 814.34 fisl 55 dgre,ygre chlo,illi 1140 815.10 fisl 90 dgra,ygre chlo 1141 815.13 fisl 65 dgre,ygre chlo 1142 815.20 fisl 60 blac,lyel chlo,illi 1143 815.29 fi 65 whit,blac,lyel kaol,chlo
Thickness Fracture Fracture Dip
of filled shape roughness direction fracture, mm (0)
curv smoo
curv smoo curv smoo
irre srou
curv srou 85 curv smoo irre srou plan smoo curv smoo curv smoo 115 irre srou plan smoo 130 curv smoo 125 curv srou 105 curv srou 65 irre smoo irre smoo curv srou 170 irre smoo irre srou irre srou curv roug 75 irre srou irre smoo irre srou
irre srou irre srou irre roug curv curv smoo 135 irre srou
1 curv smoo 110 irre srou curv srou 130 curv srou 145 curv SrQIJ . _ 85
- ·----
Dip Remarks (0)
splitted
51
35 strike/ dip of slicken sides 180/ 13
40 strike/ dip of slicken sides 180/ 28 23 strike/ dip of slicken sides 170/ 16 37 strike/ dip of slicken sides 17 5/ 16 43
17 strike/ dip of slicken sides 185/ 16 strike/ dip of slicken sides 5/ 5
48
splitted splitted
splitted
closed 42 strike/ dip of slicken sides 185/ 25
50
45 50 strike/ dip of slicken sides 180/ 43
33 L____ __ ·--- -- --
I
t""""4 ~· 0 1-t)
J J'l 0 t""'
~ 1.0
i g 0.. )<'
?0 -VI
-N ~
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m e) surface
1144 815.41 fi 65 blac,lgre,brow
1145 815.52 fist 75 blac 1146 815.64 fi 45 dgre,lgra 1147 815.80 fisl 60 dgre,ggre
1148 815.89 fisl 60 dgre,lyel 1149 816.02 fi 60 lgre 1150 816.23 fisl 45 lyel,blac 1151 816.34 fisl 75 ygre,blac 1152 816.51 fisl 65 blac,lgre
1153 816.62 fisl 45 blac,gray
1154 816.73 fisl 50 dgre,lyel 1155 816.78 fisl 50 dgre 1156 816.80 fisl 55 dgre 1157 816.90 fist 40 dgre,lyel
1158 816.95 fisl 45 dgre,lyel
1159 817.01 fisl 60 dgre 1160 817.05 fisl 35 dgre,lyel 1161 817.08 fisl 45 dgre,lyel 1162 817.10 fisl 65 dgre 1163 817.14 fisl 55 dgre 1164 817.18 fisl 45 dgre,yell 1165 817.21 fisl 45 dgre
1166 817.25 fisl 60 dgre 1167 817.31 fist 55 dgre,lyel 1168 817.32 fisl 55 dgre,lyel
1169 817.60 fisl 40 dgre,ggre
1170 817.91 fi 65 lye I
1171 817.99 fi 70 ggre,blac
1172 818.31 fi 75 dgre
1173 818.39 fisl 70 dgre 1174 818.66 fisl 55 dgre 1175 819.32 fisl 65 dgre 1176 821.62 fisl 80 dgre 1177 822.23 fi 55 dgre,lbro
1178 823.21 fisl 75 dgre
1179 823.24 fi 65 blac,ygre
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm chlo,illi,sulf curv srou
chlo curv smoo 3 curv
chlo curv srou
chlo curv srou
curv illi,chlo curv smoo illi,chlo plan srou chlo,illi irre srou
chlo plan srou chlo,illi irre srou
chlo curv srou chlo curv srou
chlo,illi irre srou chlo,illi curv srou
illi curv srou chlo,illi plan srou chlo,illi curv srou
chlo curv srou chlo curv srou
chlo,illi curv srou chlo irre srou
chlo curv srou chlo,illi curv srou chlo,illi curv srou chlo,illi irre srou
illi irre roug illi,chlo irre roug
chlo irre roug chlo irre roug chlo curv smoo chlo curv srou chlo curv srou
chlo,sulf curv roug chlo curv smoo
chlo,illi irre srou
Dip Dip direction e)
(0)
135 43
130 35
135 52
120 47
25 38 180 25
150 63
155 44
145 68
240 18 90 40 155 19
110 30
Remarks
strike/ dip of slicken sides 195/ 12 closed
strike/ dip of slicken sides 175/ 26 closed
strike/ dip of slicken sides 183/ 24 I
strike/ dip of slicken sides 210/ 45
strike/ dip of slicken sides 210/ 45 strike/ dip of slicken sides 215/ 40
I
splitted !
I
strike/ dip of slicken sides 190/ 30 I
I
I
I
strike/ dip of slicken sides 190/ 9 I
strike/ dip of slicken sides 190/ 17
I
I
~ a· 0 >-+,
I Jll 0 ~
~ \0
~ g 0.. ><" ?0 -Vl
-N Vl
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 1180 823.26 fist 70 dgre 1181 823.63 fist 65 dgre 1182 823.71 fi 75 dgre 1183 823.76 fist 45 dgre,ygre 1184 823.79 grfi 50 gray,tbro,blac 1185 824.09 fist 60 dgre,ggre 1186 824.30 fi 60 dgre 1187 824.43 fi 55 dgre 1188 825.68 fist 80 dgre,tgre 1189 826.06 fi 50 dgre 1190 826.27 fist 75 dgre,tgre 1191 826.30 fi 75 dgre 1192 826.65 fi 80 dgre,tgre
1193 827.16 fist 80 blac 1194 827.19 grfi 75 blac 1195 827.20 fi 85 btac 1196 827.39 fi 35 gray,dgre 1197 827.64 fisl 75 dgre,lgre
1198 827.67 fi 50 gray,dgre 1199 827.86 fi 75 dgre,ygre 1200 827.97 fi 80 dgre 1201 828.10 fi 55 dgre,tgre 1202 828.11 fi 85 dgre,ygre 1203 828.24 fi 75 lyel,dgre 1204 828.28 fi 85 blac,lgre 1205 828.37 fi 70 blac,gree 1206 828.39 fisl 40 blac,lgre 1207 828.44 fisl 40 blac 1208 828.47 fi 40 blac,lgre 1209 828.52 fi 45 gray 1210 828.54 fi 45 gray 1211 828.75 fi 80 gray,lbro 1212 828.88 grfi 40 dgre,tgre
1213 830.88 fi 35 gray 1214 832.94 fi 45 gray 1215 833.33 fi 40 gray
--- - - --- --
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm chlo curv smoo chto curv smoo chto curv srou
chto,illi curv srou sulf,chto curv srou
chlo curv srou chlo 2 curv chlo irre srou
chto,illi curv smoo chlo curv srou chlo curv smoo chlo irre srou chlo irre srou
chlo curv smoo chlo curv srou chlo curv smoo
carb,chlo curv roug chlo,illi curv srou
carb,chlo curv roug chlo,illi irre roug
chlo irre srou chlo curv smoo
chlo,illi curv smoo illi,chlo irre srou chlo,illi curv srou
chlo irre smoo chlo,illi 0.5 curv smoo
chlo,clay 2 plan smoo chlo,illi irre srou
clay irre roug chlo curv roug
clay,sulf irre roug chlo,illi 10 curv smoo
carb 1 curv roug carb curv srou carb
-- -1 plan srou
-
Dip Dip direction CO)
(0)
105 36 85 40 110 27
305 19
110 21
150 29
130 27 310 32 175 17 340 22
135 21
145 17
210 46
505 58 220 40 150 69
Remarks I
I
strike/ dip of slicken sides 170/ 23 sptitted
I
I
splitted also slicken sides
closed
strike/ dip of sticken sides 205/ 18
also slicken sides
partly closed
also clay filled
crushed, splitted
also slicken sides
t: ~ 0 .....,
I Jll 0 ~
~ \0
> :g [ :;;;· ?0 ...... Vt
-t-..J 0\
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 1216 840.04 ti 50 1217 843.89 fi 50 dgre,gray
1218 844.96 fisl 35 dgre,gray 1219 845.35 fi 30 lbro 1220 845.47 fi 25 lbro 1221 846.68 fi 75 dgre,lbro 1222 846.70 fisl 65 dgre 1223 846.99 fi 60 dgre 1224 847.50 fi 70 whit,lbro 1225 847.69 fi 60 whit 1226 847.76 fi 85 dgre,ygre 1227 847.92 fi 70 lgre 1228 848.17 fi 55 whit 1229 848.21 fi 55 whit 1230 848.34 fi 45 lyel,gray 1231 848.36 fi 40 whit
1232 848.60 fi 60 gree 1233 848.64 fi 60 gree 1234 848.79 fi 50 lbro,gray 1235 848.91 fi 40 gree 1236 849.01 fi 25 lgra,gray
1237 849.08 fi 40 lgra
1238 849.26 849.52 grfi gray,yell
1239 849.71 fi 40 lgra
1240 850.09 fisl 40 gray,lyel,gree 1241 850.34 fi 50 gray 1242 850.44 fi 65 dgre,lyel 1243 850.51 fi 60 dgre,lyel
1244 850.80 fisl 75 lgre 1245 850.89 fi 70 ygre
1246 851.03 fi 70 whit
1247 851.10 ti 50
Fracture Thickness Fracture filling of filled shape
fracture, mm
curv chlo curv
chlo,carb curv irre curv
chlo,sulf irre chlo plan chlo irre
kaol,sulf plan kaol 0.5 curv
chlo,illi irre illi irre
kaol curv kaol irre illi irre
kaol irre chlo curv
curv seri curv
irre carb curv carb curv
clay,illi 260
carb curv chlo,illi,clay curv
curv chlo,illi irre chlo,illi irre
illi 0.5 curv illi 2 curv
kaol irre curv
Fracture Dip Dip roughness direction (0)
(0)
srou 10 24
srou 30 48
roug smoo 120 43 smoo
roug srou roug roug roug
roug roug
srou
srou
roug
srou roug srou roug smoo srou
Remarks
closed
strike/ dip of slicken sides 80/ 43 closed closed splitted
splitted
closed,splitted
closed
closed
closed, not picked up
not picked up, one fracture or two fractures when rock strongly weathered between fractures, about 10 mm clay at both sides of broken zone closed, not picked up
closed closed
I
I
I
I
I
I
I
I
~ fa' 0 .....,
J Jll 0 ~
E \0
~ 8. x· ?0 -VI
-N -....l
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 1248 851.38 fi 55 whit,ygre 1249 851.45 fisl 55 dgre,ygre 1250 851.59 fi 85 dgre,ygre 1251 851.69 fi 70 dgre,ygre 1252 851.71 fi 70 dgre 1253 851.78 grfi 70 gray,blac,lyel
1254 851.81 fi 70 dgre 1255 854.52 fi 30 dgre,gray 1256 854.76 fi 40 dgre,gray 1257 854.87 fi 30 dgre,lgra,lyel 1258 855.10 ti 50 1259 855.16 ti 50 1260 855.19 ti 60 1261 855.25 ti 45 1262 855.31 ti 50 1263 855.46 ti 45 1264 856.27 ti 40 1265 856.45 fi 75 blac,gray 1266 860.80 fi 70 dgra 1267 862.30 fi 40 ggra 1268 862.87 fi 45 blac,gray 1269 866.18 fi 85 blac 1270 866.19 fi 80 blac
Fracture Thickness Fracture Fracture filling of filled shape roughness
fracture, mm
kaol,illi curv roug
chlo,illi 3 curv smoo
chlo,illi curv srou chlo,illi curv smoo
chlo curv srou chlo,clay plan smoo
chlo curv smoo chlo,carb curv srou chlo,carb plan
chlo,carb,illi curv srou plan curv curv plan plan plan
curv chlo curv srou
irre srou
curv roug chlo curv srou chlo plan srou chlo plan srou
Dip Dip direction (0)
(0)
340 48
5 46
135 35
325 28 327 26
135 30
Remarks
also slicken sides
closed
closed, strong
closed, strong
closed, strong closed, strong closed, strong
closed, strong closed,strong foliation surface
foliation surface foliation surface
~ ~· 0 ~
J Jll 0 ~
~ \0
~ 8. ;;:<•
?0 -VI
-N 00
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface
1 1.42 fi 65 brow,gray
2 2.01 fi 20 brow 3 2.89 fi 40 lbro,gray
4 3.77 fi 60 gray 5 3.86 fi 80 gray
6 3.88 fi 70 gray 7 3.95 grfi 65 gray 8 3.99 grfi 90 gray 9 4.02 grfi 70 gray 10 4.16 fi 55 ggra
11 4.44 fi 75 lgra 12 4.50 fi 85 lgra 13 4.52 fi 85 lgra 14 4.58 fi 90 lgra 15 4.60 fi 75 gray,lbro 16 4.95 fi 65 gray,lbro 17 6.27 fi 50 gray,lbro 18 6.30 fi 70 gray 19 6.41 fi 75 lbro,gray
20 6.63 fi 20 lgra,lgre 21 6.99 fi 55 gray,lgra
22 7.08 fi 90 gray 23 7.24 fi 60 lgra 24 7.25 fi 70 dgra
25 7.66 clfi 70 dgra
26 7.73 grfi 90 dgra
27 8.01 fi 85 lgra
28 8.23 fi 70 dgra,lbro
29 8.35 fi 90 dgre
30 8.52 fi 75 dgra,whit
31 8.74 fi 70 dgra,lgra
32 9.06 fi 70 gray
33 9.12 fi 60 dgra
34 10.29 fi 15 gray
35 10.42 fi 55 gray
36 10.81 fi 30 gray
Fracture Thickness Fracture filling of filled shape
fracture rost irre rost curv sulf curv
carb,clay irre
irre clay irre
10 curv 15 irre 10 irre
chlo,clay irre kaol irre carb irre carb 0.5 irre carb irre sulf irre
carb,sulf curv carb,sulf 0.5 curv
irre sulf curv
carb 1.5 irre carb,clay 5 curv
carb 1 irre carb curv
irre clay 3 irre
clay,chlo 2 irre plan
carb irre chlo irre kaol irre carb curv
irre irre
carb,kaol curv curv
irre
Fracture Dip Dip roughness direction e)
(0)
srou
srou roug
roug roug
roug roug
roug srou 50 19
roug srou
roug
roug roug
roug
srou
roug srou srou roug
roug roug srou
srou roug
Remarks
closed foliation surface partly closed
closed
strongly weathered strongly weathered strongly weathered, not picked up
closed closed closed
closed
partly closed splitted
closed
not picked up
closed
I
I
I
I
I
I
I
I
I
I
I
I
J
t"'" ia' 0 1-+)
I Jll
0 t"'"
~ \0 tl:'
> :g g 0.. !><' 90 -VI
t3 \0
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface
37 11.05 fi 50 gray
38 11.43 fi 40 lgra
39 11.93 fi 60 gray
40 12.16 fi 45 lbro,gray
41 12.29 fi 50 lbro,gray
42 12.48 fi 45 whit
43 13.49 fi 35 gray
44 13.87 fi 30 gray 45 14.54 fi 30 gray 46 14.74 fi 40 1bro,gray
47 15.31 fi 35 lgra
48 15.41 fi 35 gray,1bro
49 15.63 fi 45 gray
50 16.93 fi 60 lgra
51 17.37 fi 55 whit
52 17.47 fi 55 gray
53 17.80 fi 50 gray
54 18.02 fi 50 dgra
55 18.16 fi 60 gray
56 18.17 fi 60 gray
57 18.23 fi 50 lgra
58 18.44 fi 20 lgra
59 18.56 fi 65 gray,lbro
60 19.07 fi 15 blac,whit
61 19.13 fi 15 blac,whit
62 19.39 fi 20 gray,lbro
63 19.62 fi 70 gray,whit
64 19.65 fi 75 gray
65 19.67 fi 80 gray
66 19.76 fi 80 gray
67 19.86 fi 60 whit,lbro
68 19.96 fi 40 whit
69 20.13 fi 60 gray
70 20.61 fi 20 whit
71 21.18 fi 35 gray
72 21.26 fi 45 lbro,gray
Fracture Thickness Fracture Fracture
filling of filled shape roughness
fracture
irre roug
kaol irre roug
irre roug
sulf curv srou
sulf irre srou
kaol irre srou
curv roug
curv roug
carb curv roug su1f irre
carb irre roug
sulf curv roug
irre roug
carb curv roug
kaol curv roug
clay,carb curv roug
irre roug
irre roug
carb,clay irre roug
carb curv roug
carb irre
carb irre
sulf irre srou
chlo,kaol irre roug
chlo,kaol irre
carb irre roug
kaol plan srou
curv
clay curv roug
clay irre srou
kaol,sulf curv
kaol curv
clay irre roug
kaol 0.5 curv
kaol curv srou
sulf curv roug
Dip Dip
direction e) (0)
320 25
85 75
0 31
65 21
15 23
15 25
Remarks I
I
I
I
partly closed
closed
partly closed
partly closed
closed
closed
closed
closed
closed
closed
closed
pyrite crystals
t"'"4 ~-0 ......,
I ,.Cil
0 ~
~ \0 to
;g g 0.. )<'
?0 -Vl
-w 0
Fracture Start End Type Fracture Colour of number depth depth angle fracture
m m (0) surface 73 21.42 fi 30 gray
74 21.50 fi 50 gray
75 21.73 fi 15 whit,lbro 76 22.23 fi 40 gray,whit
77 22.61 ti 90 78 22.90 fi 15 whit,lbro 79 23.08 fi 70 lgra
80 25.17 fi 20 lbro 81 26.33 fi 65 gray 82 26.35 fi 60 lgra 83 26.90 fi 25 whit 84 27.01 fi 60 gray,lbro
85 28.26 fi 45 whit,lbro 86 28.45 fi 85 whit,lbro 87 30.16 fi 5 lgra,lbro,blac 88 30.46 fi 60 lbro 89 30.64 fi 75 lbro 90 31.16 fi 50 gray,lbro, whit 91 31.27 fi 25 whit 92 31.89 fi 20 whit 93 32.90 fi 60 dgra 94 32.93 clfi 60 dgra 95 33.04 fi 30 gray
96 33.11 fi 50 gray
97 33.46 fi 65 gray,lbro 98 33.70 ti 40 99 33.73 fi 40 gray 100 33.78 fi 60 gray,blac
101 33.85 grfi 40 gray,dgre 102 33.95 fi 60 gray 103 34.00 fi 85 blac
104 34.02 grfi 70 gray
105 34.04 grfi 70 gray 106 34.11 fi 60 dgra
107 34.12 fi 70 gray
108 34.14 fi 70 blac
Fracture Thickness Fracture filling of filled shape
fracture
irre
irre kaol,sulf curv
kaol irre
irre kaol,carb irre
trre sulf irre
carb,clay curv carb 1 curv kaol irre sulf curv
kaol,sulf irre kaol,sulf irre
carb,kaol,sulf irre sulf irre sulf irre
kaol,sulf irre
kaol curv kaol curv
curv clay 40 curv
curv
clay irre
chko,sulf curv
plan plan
chlo curv
chlo 5 curv irre
chlo irre
3 curv
curv 0.5 curv
clay plan
curv
Fracture Dip Dip roughness direction (0)
(0)
roug
roug roug
srou
roug 185 31
srou 185 37 roug
roug
roug roug
srou
srou 85 82
roug 340 49 srou
roug
srou
smoo
smoo
Remarks
closed
closed
closed
closed
closed
closed foliation surface
closed
splitted not picked up not picked up
closed, not picked up
closed,foliation surface closed,foliation surface foliation surface
closed closed, splitted
not picked up
not picked up not picked up not picked up
not picked up
~ ~· 0 ~
w ~ Jll
0 ~
~ tJ:j
> :g g_ ;;('
?0 -V\
-VJ
Fracture Start End Type Fracture Colour of Fracture
number depth depth angle fracture filling
m m (0) surface
109 34.17 fi 70 gray
110 34.18 fi 70 gray
Ill 34.22 grfi 80 blac,gray 112 34.25 fi 70 ggra clay,chlo 113 34.34 fi 65 gray,lbro clay,carb,sulf 114 34.42 fi 20 lgra,lbro carb,sulf 115 34.43 fi 70 blac 116 34.54 fi 75 blac,lgra,lbro chlo,carb,sulf 117 34.77 fi 65 blac,lgra,lbro chlo,carb,sulf 118 35.12 fi 70 gray,lbro clay,sulf 119 35.49 fi 55 dgra,lbro sulf 120 35.57 fi 35 lbro sulf 121 35.77 fi 35 gray,lbro chlo
122 35.85 fi 65 gray,lbro sulf 123 36.17 fi 55 dgra,lbro sulf
124 36.66 fi 50 blac,lgra,lbro chlo,carb,sulf
125 36.68 fi 70 blac,lgra,lbro chlo,carb,sulf 126 37.76 fi 80 gray,lbro carb,sulf 127 37.83 fi 65 gray,lbro carb,sulf
128 39.01 fi 65 gray,lbro sulf
129 39.82 fi 60 lgra
130 39.99 fi 50 whit kaol
131 40.05 fi 65 dgra,lbro sulf
132 40.77 fi 40 dgra,lbro grap,sulf
133 40.88 ti 60 134 40.98 fi 55 gray,lbro sulf
135 41.72 fi 65 whit,gray kaol
136 41.78 fi 80 lbro sulf 137 41.90 fi 70 lbro sulf
138 42.63 fi 70 gray
139 42.66 fi 70 gray,lbro,whit carb,sulf,kaol
140 42.79 fi 70 gray,lbro,whit carb,sulf,kaol
141 44.53 fi 70 lbro sulf 142 44.60 fi 75 lbro sulf
143 44.69 fi 75 gray,lbro, whit carb,sulf,kaol 144 45.47 fi 80 lbro,whit sulf,kaol
145 45.58 fi 75 whit kaol --
Thickness Fracture Fracture
of filled shape roughness
fracture curv
curv 15 irre
irre srou curv roug
1 irre curv curv roug
irre roug plan roug plan roug curv curv roug
plan roug irre roug
curv roug irre roug irre srou irre roug
curv srou plan irre srou irre roug curv srou plan srou
plan srou irre roug
plan srou irre srou irre roug curv srou curv srou curv roug curv srou plan srou curv srou
---__ jrre roug
--
Dip Dip direction (0)
(0)
180 33
165 28
190 20 195 44
185 29
160 51
180 35
35 17 40 31
175 11
60 10 40 11 200 25 95 12 85 9 100 20
-
Remarks
not picked up not picked up
not picked up
closed closed
foliation surface closed
foliation surface closed,foliation surface
partly closed
-------------~ ------- -- ---
c ~ 0 1-+)
I Jll 0 ~
s \0 t:C
~ t1)
::::s Q.. ;;<• ?0 ...... VI
-w N
133 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m %
40.02 41 2 1 100 41 42 3 2 100 42 43 4 3 100 43 44 5 4 91 44 45 6 3 100 45 46 7 3 100 46 47 4 2 100 47 48 6 4 96 48 49 4 3 100 49 50 3 2 100 50 51 5 4 92 51 52 3 0 100 52 53 2 0 100 53 54 4 0 100 54 55 3 0 100 55 56 3 0 100 56 57 4 0 100 57 58 5 0 100 58 59 2 0 100 59 60 4 1 100 60 61 2 0 100 61 62 2 1 100 62 63 10 6 92 63 64 3 1 97 64 65 2 0 100 65 66 2 0 100 66 67 2 1 100 67 68 3 2 100 68 69 4 0 100 69 70 3 2 100 70 71 2 1 100 71 72 2 1 100 72 73 5 2 100 73 74 2 0 100 74 75 4 0 100 75 76 4 0 100 76 77 1 1 100 77 78 2 0 100 78 79 3 1 100 79 80 4 2 100 80 81 2 0 100 81 82 2 0 100 82 83 2 2 100 83 84 2 0 100
134 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m %
84 85 4 3 100 85 86 3 3 92 -86 87 4 1 100 87 88 2 0 100 88 89 1 1 100 89 90 6 1 100 90 91 3 0 100 91 92 2 0 100 92 93 3 1 100 93 94 3 2 98 94 95 2 0 100 95 96 1 1 100 96 97 3 3 98 97 98 4 4 89 98 99 5 2 100 99 100 3 5 78
100 101 5 1 100 101 102 2 0 100 102 103 2 1 100 103 104 2 0 100 104 105 2 0 100 105 106 3 0 100 106 107 4 3 95 107 108 6 5 81 108 109 3 3 100 109 110 2 0 100 110 111 1 0 100 111 112 3 3 97 112 113 4 4 95
113 114 3 0 100 114 115 6 4 97 115 116 1 2 100 116 117 3 0 100 117 118 3 0 100 118 119 3 2 100 119 120 2 0 100 120 121 4 2 100 121 122 3 1 100 122 123 4 0 100 123 124 2 1 100 124 125 2 1 100 125 126 3 0 100 126 127 1 1 100 127 128 1 0 100
135 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m %
128 129 2 0 100 129 130 1 0 100 130 131 2 0 100 131 132 3 0 100 132 133 4 3 90 133 134 3 2 100 134 135 2 0 100 135 136 2 0 100 136 137 3 0 100 137 138 3 1 100 138 139 1 0 100 139 140 1 0 100 140 141 4 0 100 141 142 1 0 100 142 143 2 1 100 143 144 4 0 100 144 145 1 0 100 145 146 2 1 100 146 147 4 0 100 147 148 3 0 100 148 149 3 0 100 149 150 3 1 100 150 151 3 1 100 151 152 3 2 100 152 153 4 3 100 153 154 2 1 100 154 155 2 2 100 155 156 3 0 100 156 157 3 2 100 157 158 2 1 100 158 159 5 1 100 159 160 2 1 100
160 161 1 0 100 161 162 2 0 100 162 163 2 1 100 163 164 2 1 100 164 165 4 5 85 165 166 3 0 100 166 167 2 1 100 167 168 6 5 75 168 169 3 5 92 2 closed fractures 169 170 11 13 36 number of breaks inexact, 3 closed
170 171 8 16 40 8 closed fractures 171 172 3 4 91
136 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency ~atural fractures RQD Remarks m m pc/m pc/m %
172 173 6 5 98 173 174 6 10 69 4 closed fractures 174 175 5 5 89 175 176 7 5 84 176 177 4 0 100 177 178 2 0 100 178 179 5 4 99 179 180 4 1 100 180 181 4 1 100 181 182 3 1 100 182 183 2 1 100 183 184 2 0 100 184 185 3 0 100 185 186 2 0 100 186 187 1 0 100 187 188 2 1 100 188 189 2 0 100 189 190 2 0 100 190 191 2 1 100 191 192 2 1 100 192 193 1 1 100 193 194 2 1 100 194 195 3 2 92 195 196 2 1 100 196 197 2 0 100 197 198 6 4 95 198 199 3 1 100 199 200 1 0 100 200 201 6 0 100 201 202 1 0 100 202 203 3 1 100 203 204 3 2 100 204 205 2 1 100 205 206 5 7 83 206 207 4 5 96 207 208 13 12 41 208 209 4 4 93 209 210 2 0 100 210 211 5 3 92 211 212 1 0 100 212 213 3 1 100 213 214 4 2 100 214 215 3 0 100 215 216 3 0 100
137 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency ~atural fractures RQD Remarks m m pc/m pc/m %
216 217 1 0 100 217 218 2 2 93 218 219 2 0 100 219 220 1 0 100 220 221 3 0 100 221 222 2 0 100 222 223 2 0 100 223 224 4 0 100 224 225 3 0 100 225 226 2 0 100 226 227 4 2 100 227 228 2 0 100 228 229 3 0 100 229 230 5 0 100 230 231 2 0 100 231 232 1 0 100 232 233 6 0 100 233 234 2 0 100 234 235 3 0 100 235 236 5 1 100 236 237 2 0 100 237 238 4 1 100 238 239 3 0 100 239 240 2 1 100 240 241 5 3 99 241 242 3 0 100 242 243 4 2 100 243 244 2 1 100 244 245 3 2 100 245 246 5 4 86 246 247 4 3 98 247 248 2 1 100 248 249 3 1 100 249 250 2 1 100 250 251 2 0 100 251 252 12 10 68 252 253 3 2 100 253 254 3 2 100 254 255 3 0 100 255 256 2 1 100 256 257 2 1 100 257 258 5 1 100 258 259 1 0 100 259 260 4 3 92
138 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m % 260 261 7 6 77 261 262 2 0 100 262 263 2 0 100 263 264 3 0 100 264 265 2 2 100 265 266 1 1 100 266 267 5 0 100 267 268 2 0 100 268 269 3 1 100 269 270 6 4 90 270 271 1 0 100 271 272 2 0 100 272 273 2 0 100 273 274 1 0 100 274 275 2 0 100 275 276 7 0 100 276 277 1 0 100 277 278 4 0 100 278 279 3 0 100 279 280 1 0 100 280 281 2 0 100 281 282 4 0 100 282 283 2 0 100 283 284 1 0 100 284 285 4 0 100 285 286 1 0 100 286 287 1 0 100 287 288 4 0 100 288 289 1 0 100 289 290 1 0 100 290 291 2 0 100 291 292 1 0 100 292 293 2 0 100 293 294 3 0 100 294 295 2 0 100 295 296 1 0 100 296 297 5 0 100 297 298 2 0 100 298 299 2 0 100 299 300 5 0 100 300 301 1 0 100 301 302 3 0 100 302 303 7 6 71 303 304 3 1 100
139 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency ~atura1fractures RQD Remarks m m pc/m pc/m % 304 305 2 2 100 305 306 3 0 100 306 307 1 0 100 307 308 1 2 100 308 309 4 1 100 309 310 3 2 100 310 311 1 0 100 311 312 3 1 100 312 313 2 1 100 313 314 2 1 100 314 315 4 0 100 315 316 1 1 100 316 317 3 3 100 317 318 3 2 100 318 319 4 7 88 319 320 3 4 95 320 321 3 1 100 321 322 6 9 74 322 323 4 6 94 323 324 6 12 62 324 325 10 15 38 325 326 8 8 62 326 327 5 2 92 327 328 1 6 83 328 329 2 4 94 329 330 6 5 90 330 331 11 15 43 331 332 4 5 91 332 333 5 6 74 333 334 7 12 66 334 335 11 17 23 number of breaks inexact 335 336 20 16 30 number of breaks inexact 336 337 9 13 44 337 338 11 12 41 338 339 15 9 69 339 340 12 15 42 340 341 4 5 95 341 342 3 0 100 342 343 5 5 91 343 344 3 2 97 344 345 3 0 100 345 346 2 1 100 346 347 3 2 90 347 348 1 2 100
140 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m % 348 349 2 6 96 349 350 2 2 100 350 351 6 4 95 351 352 4 4 88 352 353 2 1 100 353 354 3 1 100 354 355 1 2 100 355 356 4 1 100 356 357 5 4 99 357 358 2 0 100 358 359 1 0 100 359 360 4 1 100 360 361 2 2 100 361 362 1 0 100 362 363 3 0 100 363 364 2 0 100 364 365 2 0 100 365 366 2 0 100 366 367 1 0 100 367 368 5 5 86 368 369 4 2 100 369 370 3 3 98 370 371 2 2 100 371 372 5 5 85 372 373 3 3 100 373 374 4 0 100 374 375 3 1 100 375 376 2 3 100 376 377 2 1 100
377 378 2 0 100 378 379 1 1 100 379 380 1 1 100 380 381 2 0 100 381 382 2 0 100 382 383 1 0 100 383 384 3 0 100 384 385 1 0 100 385 386 1 0 100 386 387 ·3 0 100 387 388 2 0 100 388 389 3 3 96 389 390 3 3 100 390 391 2 2 100 391 392 2 0 100
141 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency ~atural fractures RQD Remarks m m pc/m pc/m %
392 393 2 0 100 393 394 1 0 100 394 395 3 0 100 395 396 2 0 100 396 397 1 0 100 397 398 1 0 100 398 399 3 0 100 399 400 1 0 100 400 401 2 0 100 401 402 2 0 100 402 403 1 0 100 403 404 1 0 100 404 405 3 0 100 405 406 1 0 100 406 407 3 0 100 407 408 2 0 100 408 409 1 0 100 409 410 2 0 100 410 411 4 0 100 411 412 1 0 100 412 413 1 0 100 413 414 5 0 100 414 415 1 0 100 415 416 1 0 100 416 417 3 0 100 417 418 1 0 100 418 419 1 1 100 419 420 3 0 100 420 421 2 0 100 421 422 2 0 100 422 423 2 0 100 423 424 1 0 100
424 425 2 0 100 425 426 2 1 100 426 427 5 3 100 427 428 1 0 100 428 429 5 3 100 429 430 3 1 100 430 431 1 0 100 431 432 5 1 100 432 433 2 1 100 433 434 2 1 100 434 435 3 0 100 435 436 1 1 100
142 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m % 436 437 2 0 100 437 438 4 0 100 438 439 1 0 100 439 440 1 0 100 440 441 5 0 lOO 441 442 3 2 100 442 443 2 1 100 443 444 4 0 100 444 445 2 0 100 445 446 2 1 100 446 447 2 0 100 447 448 1 0 100 448 449 1 1 100 449 450 2 0 100 450 451 1 0 100 451 452 2 1 100 452 453 3 0 100 453 454 3 0 100 454 455 2 1 100 455 456 3 0 100 456 457 1 0 100 457 458 2 0 100 458 459 4 0 100 459 460 1 0 100 460 461 2 0 100 461 462 2 0 100 462 463 1 0 100 463 464 1 0 100 464 465 3 0 100 465 466 1 0 100 466 467 1 0 100 467 468 2 0 100 468 469 1 0 100 469 470 2 0 100 470 471 4 0 100 471 472 1 0 100 472 473 1 1 100 473 474 3 0 100 474 475 1 0 100 475 476 1 0 100 476 477 4 0 100 477 478 2 3 84 478 479 1 0 100 479 480 3 0 100
143 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency ~atural fractures RQD Remarks m m pc/m pc/m % 480 481 2 1 100 481 482 2 0 100 482 483 3 0 100 483 484 2 0 100 484 485 I 0 100 485 486 2 2 100 486 487 3 1 100 487 488 I 0 100 488 489 3 0 100 489 490 I 0 100 490 491 2 1 100 491 492 1 0 100 492 493 1 0 100 493 494 4 1 100 494 495 2 0 100 495 496 2 1 100 496 497 1 0 100 497 498 3 0 100 498 499 3 0 100 499 500 1 1 100 500 501 1 1 100 501 502 4 1 100 502 503 1 0 100 503 504 4 0 100 504 505 4 0 100 505 506 2 0 100 506 507 2 1 100 507 508 3 0 100 508 509 2 1 100 509 510 2 0 100 510 511 1 0 100 511 512 2 1 100
512 513 3 0 100 513 514 1 0 100 514 515 4 4 95 515 516 4 1 100 516 517 3 1 100 517 518 2 0 100 518 519 4 1 100 519 520 2 0 100 520 521 2 0 100 521 522 3 0 100 522 523 2 0 100 523 524 2 0 100
144 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m % 524 525 3 1 100 525 526 3 2 94 526 527 2 0 100 527 528 1 0 100 528 529 5 3 96 529 530 3 3 96 530 531 1 0 100 531 532 1 0 100 532 533 2 1 100 533 534 3 1 100 534 535 2 1 100 535 536 2 1 100 536 537 4 1 100 537 538 3 2 96 538 539 5 6 78 539 540 4 2 97 540 541 2 1 100 541 542 4 4 93 542 543 3 0 100 543 544 3 2 97 544 545 9 11 71 545 546 12 13 43 546 547 9 10 75 547 548 5 5 85 548 549 3 2 100 549 550 4 2 98 550 551 5 0 100 551 552 3 3 100 552 553 1 1 100
553 554 6 6 73 554 555 4 1 100 555 556 1 1 100 556 557 2 1 100 557 558 10 12 73 558 559 5 10 72 559 560 6 7 87 560 561 9 3 87 561 562 1 0 100 562 563 . 1 2 100 563 564 3 2 100 564 565 4 4 84 565 566 3 4 90 566 567 8 7 78 567 568 8 12 56
,.-----------------~~
145 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m % 568 569 9 13 34 569 570 6 6 83 570 571 4 1 100 571 572 3 1 100 572 573 3 0 100 573 574 3 1 100 574 575 1 0 100 575 576 3 1 100 576 577 3 3 100 577 578 1 1 100 578 579 4 0 100 579 580 1 0 100 580 581 2 0 100 581 582 2 0 100 582 583 2 1 100 583 584 2 1 100 584 585 1 0 100 585 586 1 1 100 586 587 2 1 100 587 588 2 0 100 588 589 1 0 100 589 590 2 0 100 590 591 1 0 100 591 592 1 0 100 592 593 1 2 98 593 594 4 0 100 594 595 2 1 100 595 596 1 2 91 596 597 4 8 73 4 closed, strong fractures 597 598 1 1 100 598 599 2 0 100 599 600 2 0 100
600 601 1 0 100 601 602 2 0 100 602 603 2 0 100 603 604 1 0 100 604 605 2 0 100 605 606 2 1 100 606 607 2 0 100 607 608 1 0 100 608 609 2 1 100 609 610 3 0 100 610 611 2 0 100 611 612 2 0 100
146 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency ~atural fractures RQD Remarks m m pc/m pc/m % 612 613 2 1 100 613 614 1 0 100 614 615 3 0 100 615 616 2 0 100 616 617 2 0 100 617 618 3 0 100 618 619 2 0 100 619 620 2 0 100 620 621 2 0 100 621 622 1 0 100 622 623 3 1 100 623 624 4 0 100 624 625 2 0 100 625 626 2 0 100 626 627 3 0 100 627 628 2 1 100 628 629 4 4 100 629 630 2 0 100 630 631 1 0 100 631 632 1 0 100 632 633 3 0 100 633 634 1 0 100 634 635 1 0 100 635 636 4 0 100 636 637 1 0 100 637 638 1 0 100 638 639 2 0 100 639 640 1 0 100 640 641 1 0 100
641 642 3 0 100 642 643 1 0 100 643 644 2 0 100 644 645 4 1 100 645 646 1 0 100 646 647 1 0 100 647 648 2 0 100 648 649 2 0 100 649 650 1 0 100 650 651 2 0 100 651 652 2 0 100 652 653 3 1 100 653 654 8 7 80 654 655 1 1 100 655 656 2 1 100
147 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m %
-656 657 2 1 100 657 658 1 0 100 658 659 1 1 100 659 660 3 0 100 660 661 2 0 100 661 662 1 0 100 662 663 4 2 100 663 664 2 0 100 664 665 4 0 100 665 666 2 0 100 666 667 1 0 100 667 668 2 0 100 668 669 3 0 100 669 670 1 0 100 670 671 1 0 100 671 672 4 0 100 672 673 3 0 100 673 674 2 0 100 674 675 5 0 100 675 676 1 0 100 676 677 1 0 100 677 678 5 4 83
678 679 1 1 100 679 680 2 0 100 680 681 5 1 100 681 682 2 0 100 682 683 1 0 100 683 684 3 0 100 684 685 2 0 100 685 686 2 0 100 686 687 3 0 100 687 688 3 1 100 688 689 3 0 100 689 690 4 0 100 690 691 1 0 100 691 692 1 1 100 692 693 2 1 100 693 694 2 1 100 694 695 1 0 100 695 696 2 1 100 696 697 4 4 96
697 698 2 0 100 698 699 3 0 100 699 700 1 0 100
148 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency ~atural fractures RQD Remarks m m pc/m pc/m % 700 701 2 0 100 701 702 3 1 100 702 703 1 0 100 703 704 2 0 100 704 705 3 0 100 705 706 2 0 100 706 707 2 1 100 707 708 3 0 100 708 709 2 0 100 709 710 2 0 100 710 711 4 0 100 711 712 2 0 100 712 713 2 0 100 713 714 3 0 100 714 715 1 0 100 715 716 1 0 100 716 717 7 10 76
717 718 2 0 100 718 719 2 0 100 719 720 5 0 100 720 721 2 1 100 721 722 2 0 100 722 723 2 0 100 723 724 1 0 100 724 725 3 0 100 725 726 3 0 100 726 727 2 0 100 727 728 2 0 100 728 729 2 0 100
729 730 1 0 100 730 731 4 0 100 731 732 2 0 100 732 733 2 0 100 733 734 3 1 100 734 735 1 0 100 735 736 1 0 100 736 737 2 0 100 737 738 1 0 100 738 739 2 1 100 739 740 2 0 100 740 741 2 0 100 741 742 1 0 100 742 743 2 1 100 743 744 3 2 100
149 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m % 744 745 3 1 100 745 746 1 2 100 746 747 7 12 75 747 748 3 5 78 748 749 1 2 100 749 750 6 8 86 750 751 4 8 81 751 752 2 5 98 752 753 4 3 92 753 754 1 0 100 754 755 3 3 100 755 756 3 2 100 756 757 1 1 100 757 758 2 1 100 758 759 4 4 100 759 760 3 2 100 760 761 1 0 100 761 762 2 1 100 762 763 8 7 79 763 764 12 13 67 764 765 6 2 100 765 766 3 2 100 766 767 1 0 100 767 768 3 0 100 768 769 1 0 100 769 770 2 0 100 770 771 5 3 88 771 772 2 0 100 772 773 1 0 100 773 774 3 1 100 774 775 1 1 100 775 776 2 2 100 776 777 5 3 90 777 778 15 17 1 nwnber ofbreaks inexact 778 779 5 1 100 779 780 14 13 44 780 781 15 18 38 nwnber of breaks inexact 781 782 1 0 100 782 783 1 0 100 783 784 2 1 100 784 785 4 2 100 785 786 9 10 81 786 787 4 3 92 787 788 1 0 100
150 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m % 788 789 3 2 96 789 790 1 1 100 790 791 4 1 100 791 792 5 3 94 792 793 3 0 100 793 794 2 0 100 794 795 7 3 98 795 796 5 2 95 796 797 1 0 100 797 798 3 1 100 798 799 3 1 100 799 800 4 3 100 800 801 3 1 100 801 802 1 0 100 802 803 1 0 100 803 804 2 1 100 804 805 2 0 100 805 806 1 0 100 806 807 6 2 100 807 808 2 0 100 808 809 7 6 86 809 810 3 2 100 810 811 3 3 100 811 812 1 1 100 812 813 3 3 100 813 814 3 2 91 814 815 4 2 97 815 816 9 9 73 816 817 10 10 73
817 818 14 13 60 818 819 4 3 92 819 820 2 1 100 820 821 2 0 100 821 822 3 1 100 822 823 2 1 100 823 824 8 7 78 number ofbreaks inexact 824 825 4 3 100 825 826 2 1 100 826 827 ·4 4 97 827 828 9 8 93 828 829 12 12 69 number of breaks inexact 829 830 1 0 100 830 831 3 1 100 831 832 1 0 100
151 Fracture frequency and RQD, OL-KR29 Appendix 8.16
Start End Break frequency Natural fractures RQD Remarks m m pc/m pc/m % 832 833 2 1 100 833 834 2 1 100 834 835 1 0 100 835 836 2 0 100 836 837 4 0 100 837 838 1 0 100 838 839 2 0 100 839 840 2 0 100 840 841 2 1 100 841 842 2 0 100 842 843 2 0 100 843 844 2 1 100 844 845 2 1 100 845 846 2 2 100 both closed 846 847 3 3 98 847 848 4 4 93 848 849 8 8 90 849 850 4 4 64 260 mm wide grainfilled fracture 850 851 6 6 73 851 852 8 9 65 852 853 1 0 100 853 854 1 0 100 854 855 2 3 100 855 856 3 6 69 all fractures are closed and strong 856 857 2 2 100 857 858 1 0 100 858 859 2 0 100 859 860 2 0 100 860 861 3 1 100 861 862 2 0 100 862 863 6 2 100 863 864 2 0 100 864 865 2 0 100 865 866 1 0 100 866 867 4 2 99 867 868 2 0 100 868 869 3 0 100 869 870 4 0 100 870 870.18 2 0
152 Fracture frequency and RQD, OL-KR29B Appendix 8.16
Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 0.87 1 2 0
1 2 5 1 100 2 3 3 2 100 3 4 >5 5 77 4 5 6 8 82 5 6 3 0 100 6 7 4 5 96 7 8 7 5 84 8 9 5 5 100 9 10 4 2 94
10 11 6 3 100 11 12 5 3 100 12 13 6 3 100 13 14 7 2 100 14 15 3 2 100 15 16 5 3 90 16 17 4 1 100 17 18 4 3 90 18 19 6 6 92 19 20 6 9 60 20 21 4 2 100 21 22 6 5 84 22 23 5 3 100 23 24 2 1 100 24 25 2 0 100 25 26 4 1 100 26 27 3 3 98 27 28 3 1 100 28 29 5 2 100 29 30 3 0 100 30 31 3 3 100 31 32 4 3 100 32 33 5 2 97 33 34 5 8 64 34 35 11 15 57 number ofbreaks inexact 35 36 4 5 84 36 37 3 3 91 37 38 4 2 93 38 39 3 0 100 39 40 3 3 99 40 41 5 4 85 41 42 5 3 93 42 43 4 3 97 43 44 2 0 100 44 45 7 3 85 45 45.60 3 2
153 Fractured zones, core loss, OL-KR29 Appendix 8.17
Start End Class ofthe Core loss Remarks m m fractured zone m
168.83 169.65 Riiii 9 fractures (3 closed). 169.65 170.28 RiN 169.90 169.99 0.09 Strong weathering. 170.28 171.09 Rilll 9 fractures ( 5 closed). 173.16 174.37 Rilll 14 fractures (4 closed and strong). 207.11 207.83 RiiV Grain filled fractures . 251.22 251.78 Rill I 251.70 251.76 0.06 259.82 260.29 Rilll 8 fractures ( 1 closed), micro fractures also.
321.14 322.14 Rilll 11 fractures (3 closed).
322.71 325.58 Rilll 329.91 330.96 Rilll 18 fractures (6 closed), 11 fractures between 330.44-
330.84 m. 333.24 334.50 Rilll 23 fractures (12 closed). 334.50 335.80 RiiV Some grain filled fractures and short strongly
weathered sections.
335.80 337.75 Rilll 50 mm thick solid but soft fracture filling at 336.66 m. 338.88 339.92 Rilll 16 fractures ( 5 closed). 543.82 546.42 Riiii!RiiV Some grain filled fractures and illite in fracture
surfaces. Also slicken sides and micro fractures. Riiii!RiiV One about 30 mm thick grain filled fracture at
557.03 558.28 558.57 m. 567.43 569.30 Riiii!RiiV Some grain filled fractures and small caverns with
calcite crystals. Micro fractures also. 653.43 653.84 Riiii!RiiV Narrow solid breccia zone at 653.43 - 653.55 m Grain
filled fractures. 716.11 716.64 Rilll 10 fractures (7 closed), micro fractures. 746.31 747.22 Rill I 16 fractures (9 closed), micro fractures. 749.46 750.31 Rilll 11 fractures (7 closed), micro fractures. 762.86 763.10 RiV 763.10 764.17 Rilll 11 fractures ( 1 closed). Fractures are parallel to
foliation. 776.98 777.40 RiV 777.40 778.12 RiiV Several slicken sides. 779.08 780.55 RiiV Slicken sides and illite filled fractures. 780.55 781.00 RiV 816.34 817.32 Rilll Slicken sides almost in every fracture. 827.16 828.37 Rilll 828.37 828.88 RiiV Grain and clay filled fractures. 849.26 849.52 RiV 851.45 851.81 RiN Grain filled fracture and some slicken sides.
154 Fractured zones, core loss, OL-KR29B Appendix 8.17
Start End Class of the Core loss Remarks m m fractured zone m
3.77 4.60 RiiV Strong weathering between 3.77-4.20 m. 33.71 34.55 RiiV Strong weatherin_g_ between 34.00-34.25 m.
155 Core orientation, OL-KR29 Appendix 8.18
Point Depth of Orientation Remarks!
orientation Start End Length
mark, m m m m
1 44.05 43.28 47.12 3.84
2 50.12 47.16 - mark rejected
3 53.24 - - no mark
4 56.27 - -5 59.26 - 62.18 15.02
6 62.20 62.42 - no mark
7 71.23 - -8 74.33 - -9 77.31 - 79.50 17.08
10 80.46 79.50 - mark rejected (unclear)
11 83.40 - - mark rejected (unreliable)
12 89.46 - - mark rejected (unreliable)
13 92.45 - - mark rejected (unreliable)
14 98.59 - -15 101.58 - -16 104.59 - 106.95 27.45 mark rejected (unreliable)
17 107.54 107.12 -18 110.54 - 111.16 4.04 mark rejected (unreliable)
19 113.58 111.16 114.41 3.25
20 116.56 114.41 -21 119.60 - -22 122.54 - -
23 125.36 - 128.46 14.05
24 128.46 128.46 -25 131.52 - - mark rejected (unreliable)
26 134.58 - - mark rejected (unreliable)
27 137.63 - - mark rejected (unreliable)
28 140.58 - - mark rejected (unreliable)
29 149.60 - -30 152.54 - -31 155.52 - 158.10 29.64 32 158.58 158.10 -33 161.63 - - mark rejected (unreliable)
34 164.72 - - mark rejected (unreliable)
35 167.71 - 169.70 11.60
36 172.30 170.15 -37 176.40 - -38 179.44 - -39 182.50 - -40 185.60 - - mark rejected (unreliable)
41 188.65 - - mark rejected (unreliable)
42 191.70 - - mark rejected (unreliable)
43 194.74 - - mark rejected (unreliable)
156 Core orientation, OL-K.R29 Appendix 8.18
Point Depth of Orientation Remarks!
orientation Start End Length mark, m m m m
44 197.76 - 200.72 30.57 45 200.72 200.72 -46 203.65 - -47 206.67 - 207.12 6.40 48 209.67 207.80 -49 212.53 - - mark rejected (unreliable) 50 214.43 - - no mark (wilds)
51 217.54 - -52 220.62 - -53 223.62 - -54 226.66 - 229.64 21.84 55 229.64 229.64 232.65 3.01 56 232.68 232.68 235.80 3.12 57 235.80 235.80 -58 238.93 - -59 242.08 - -60 245.20 - 246.19 10.39 61 248.22 246.21 -62 251.35 - 251.65 5.44 63 254.34 251.78 -64 257.44 - -65 263.52 - -66 266.57 - -67 272.67 - -68 275.67 - -69 278.82 - -70 281.75 - -71 284.80 - -
72 287.86 - -73 293.85 - -74 296.79 - -75 299.84 - -76 302.87 - 305.84 54.06 77 305.84 308.25 - no mark
78 311.84 - -79 314.78 - -80 317.84 - -81 320.82 - -82 326.84 - -83 329.84 - 332.95 24.70 84 341.82 338.82 -
85 344.84 - -86 347.84 - -
157 Core orientation, OL-KR29 Appendix 8.18
Point Depth of Orientation Remarks! orientation Start End Length mark, m m m m
87 350.87 - -88 353.87 - -89 356.88 - -90 359.87 - -91 362.78 - -92 371.84 - -93 374.84 - -94 377.84 - -95 380.84 - -96 383.84 - -97 386.82 - -98 389.80 - 390.32 51.50 99 392.84 390.32 -
100 395.87 - -101 398.86 - -102 401.78 - -103 404.84 - -104 410.86 - -105 413.84 - -106 416.86 - -107 419.90 - -108 422.89 - -109 425.92 - -110 428.72 - -111 431.84 - -112 434.81 - -113 437.90 - 440.82 50.50 114 440.84 440.84 -115 443.79 - -116 446.84 - -117 452.80 - -118 455.82 - 458.71 17.87 119 458.71 458.71 - mark rejected (unclear) 120 461.87 - -121 464.91 - -122 467.94 - - no mark 123 470.78 - -124 473.84 - -125 476.79 - -126 485.37 - -127 488.37 - -128 491.41 - -129 497.04 - -
158 Core orientation, OL-KR29 Appendix 8.18
Point Depth of Orientation Remarks! orientation Start End Length mark, m m m m
130 503.26 - -131 506.17 - -132 509.18 - - mark rejected 133 512.30 - 514.18 55.47 134 515.46 514.18 -135 518.29 - 518.31 4.13 no mark 136 521.34 518.31 -137 524.37 - -138 527.34 - -139 533.51 - -140 536.48 - -141 539.52 - -142 542.60 - -
143 545.61 - 547.80 29.49 144 554.02 547.80 -145 557.04 - 557.58 9.78 146 563.18 559.94 566.10 6.16 147 572.30 569.00 -148 575.34 - -149 578.34 - -150 581.48 - -151 584.53 - -152 587.52 - -153 590.60 - -154 593.16 - -155 596.26 - 596.67 27.67 156 599.30 596.68 -157 602.34 - -
158 605.40 - -159 608.53 - -160 611.59 - -
161 614.45 - -162 617.46 - -163 623.75 - -164 626.89 - -165 629.93 - -166 632.73 - -167 635.77 - -168 638.75 - -169 641.70 - -170 644.74 - -171 647.74 - -172 650.90 653.27 56.59
159 Core orientation, OL-KR29 Appendix 8.18
Point Depth of Orientation Remarks! orientation Start End Length mark, m m m m
173 653.94 653.55 -
174 656.67 - -175 659.76 - -176 662.64 - -177 668.81 - -178 671.89 - -179 674.98 - 680.81 27.26
180 683.61 680.81 -181 689.57 - -182 692.55 - 696.01 15.20 183 698.74 696.01 -184 701.85 - -185 704.80 - -186 707.74 - -187 710.81 - -188 713.69 - -189 719.83 - -190 722.86 - -191 725.82 - 726.85 30.84 192 728.85 726.85 -193 733.92 - -194 740.01 - -195 746.27 - -196 749.29 - -197 752.40 - -198 755.38 - -199 758.39 - 762.86 36.01
200 770.38 767.28 -201 776.51 - 776.97 9.69 202 784.23 781.00 785.22 4.22 203 787.31 785.22 -
204 791.34 - -205 794.38 - 794.85 9.63 206 797.41 794.87 798.94 4.07 207 803.27 799.64 -208 806.35 - -209 809.50 - 817.15 17.51
210 818.82 817.45 823.77 6.32
211 824.66 823.79 827.19 3.40
212 827.76 827.21 828.52 1.31
213 833.48 828.85 -214 836.50 - -215 842.66 - -
160 Core orientation, OL-KR29 Appendix 8.18
Point Depth of Orientation Remarks! orientation Start End Length mark, m m m m
216 845.74 - 847.00 18.15 217 852.88 852.88 - no mark 218 856.05 - -219 859.04 - - mark rejected 220 862.17 - -221 865.24 - -222 868.32 - 870.18 17.30
Core orientation, OL-KR29B
Point Depth of Orientation Remarks!
orientation Start End Length
mark, m m m m 1 4.84 4.15 5.94 1.79 2 7.87 7.73 8.34 0.61 3 16.45 13.39 18.02 4.63 4 23.50 22.51 -5 26.48 - -6 32.49 - 32.74 10.23 mark rejected 7 38.55 34.34 -8 41.58 - -9 44.60 - 45.60 11.26
161
·---= • • ... •• • .~ . Jl'·.. .. '!..r.. •
~-- - ~·
162
- ·-- - - --- .-. f' ; !! •• ' : .. ...:-; ,.-' •. l 1: ..,Jo ,.
. .
-- -- - ... -- . ' . ·' ~ ,. ·~· ~ - .
163
- - -- - -- - .-;:
:*> ••• ,'l;jr_tJ", •• • · ~· '
86,50
ltl, • ' . ' • ' -- - -- --- -- - --- - ' I
""'- - - ._._ - - -~ - -I •' ., .. ,: \1'
---- ~ - - - ~ .. ' .. ~ • ~ • t ...... • ~ "' .. f· 4 ~ :
164
- -~ --~ - -- -... _ -· . ' ' -- -.- ·.~ ..... ..,.~ .. "'~., .. : .. ' ' l.
I ~ ' ,. ~ 'fo': •
I' - - ..,
165
, •. ~~- .......,.__,~~ -=---~--- -------~--'~~.,.
. f ~' .... ...r q
r- :...- -- . ~ -- --- ------,
- -~- -. ' . ~ '\
- - . -- . --... .. ,• . .
I .--~ .. ~ .. "-:'\.;._..1(, ..... - •-. I 1\Jt
;:.- .. ..:.. c.. ~-- - .. - -~-=- --~- ~.-~~
_ tot -~ • j .,.- _. • "!r;·~~- ~:?' • ~ ~
·--~-~~ -~ •·~ ,rr- .- ·( t. ··· -~:"· .. · .-:'1': .... "'"''it),__.-, ... ~· . ;•
---~- - ~-- - ---~~-.---- --~-- --~-~- -~ ~ 1 .. ' •• • 1 ~ ~ .- • ) • ; • '- '"':I• • : ;
I
166
__._.. _ _..,......,_.. - -- - - - - - --...,~----~ - -~~-~~ .... 1 . ' • . .
, ... ----~ ~--~---=-----__,.---~ ~ ~ ;:-~---1 f , - - I ' 'v. - ..- ., ...,. .. ,. ... .;;t: ..... •• <o I• I
..... _._..~_.;;.-.~~~ - __ ..._,._...__;;a • ~ • ~\ •,. V ' ~~
• -- . .......-~- --~- ~ --._-.~ =
167
- --, · .... ~. :, .. ··~. J. • ~ ... ~~~···. ,. ..... ~ ~
- - - - - - - · . # l.·, , ~·· r" .. • -l,l" •. ~""....,;• ... # .. ,~\,... · ,
. -
168
' ...... ~ ... -~
---- - - - -.....J.II ----.....-.__~- ~ ~~ -- ...._ - .-.. ~ ... ..,._ . .. ..; >- - , l ";,. ~ ~ ..
--- - ~ -- ~,..,. .. _____ .-----.-.-.-. ... -- -~~-~-~~ -
- . .• ·•1'"".,. ~ . . . ... '1Y..i;· ' ;,./ . ,_ :. ' . ~ '!:....----. - ___,.._..__~~ ... - - ....
}, . " L_ __ _ ' ..... ~- --......-- - """" --- - -- ----=-- -- -,. " ~ . -....-.. -- -~ . . .....
• - ., • 1'jta 11> ./ ' ~ - ··~ • .::, 'l'o }
I / ' - . ' - ·• - I
169
- . "
--- - t1 -· --""'---~-~ --~ --~ - -
I
170
& • • .... . •• -
' f• • ..... _ ~ .. ; ... ., • .t• "' -· J 1.,1 ,..,.. I, M .. ·~·' ,. .... -- - -- ---~-- ------~1
-- -- --~-- -- ;j ~~r ..... ~ '" • ._. • ... 1 ~ ~
.--- - . -- - --------~~ - -- -~ " • _..:6, . • ,-.,~ ,.., ' '.
- - 4 - ~
ill " ... ft ,.,: ~: , • • '-.~ ~~~ ··"' . . 4' i: !
- -- - - -~----- -·· 4'•, ~ I j
·-. - -~-- . -~- ~ ~~ ~· ... . . '
, -..; - - -- ------·--~ ~ - - ---
171
-- -- ~ - -·~ f. ,to- I f . \
- - - -. .
) - - ... . -. ---- - -' I •· - • - ----,
'· - -- i
172
_ __, __ .,____ ~-~ --'!t ~ ~ t .. la I
-~- .. ~ ,. . - ..,. ______ - .. ._.....,..,...._ ...... { '·-~ " • • l'._· .. _~
- - - - - _---.......,__. ~ ., . 1
-- - I
---- ---- -,
r -- - - - - ..... -~ ..... , ,u.~~···( .,...~ , , ' •• - ~ ... ,,. I ·~-r: • t
9 ~~
·- - - - - ,. . • ._ • }~ .t. \ 4o ... ~! t ""
173
- - -' · ~*''\';.~-·~; : ~·'.,J.'~~>,,:o..-< 1'11;.·.;··_. ,, ... A-..,..~7··~ s- , .. t ~· _., .,r) .,_, .. - ... , ~ . ., _ • ... "
- - ~ - - -.---:-- - - ., -- "c • l' {J " ' . 1 • ,. , "I J :4 .. 0 ~ .... I "" f#J .. ... ' • • ~ ~ .. • • 41 11t . ... •
. - ---- - ----~- --- - - . ..,. ~ ~.~1 .. • ---:1
174
- -- - ~ --'. t·- -~---·; ....... "';)"t ' (
"" : "-" . . ..... , . ., I •. ! \
- I --. .. . , "':-- . I .. ~
~~ -
175
,;-~ . ... - - t . - -- ·~·-""···· ,~.-~.~--· ;~ ' I ' , I ~' • w-'1'" •
... ..,...______- --1
- - - ---. - .; ... -... ~ - .... ~'ll. ....__ _ ~
. • I - -- - .
, - - - " ' · : ' ' • 7~ 1 l ' --... !
176
.-- - -- - -~---- , ~ ' ~ ' ' "'
- . - -~·------ -------.-.... --~--~-• _, t ' I
-- -- -- .. --:--~----- ---- ---~~~-=- ~~ -- ---,. • ,r·, ~ , ' • ( \ - - __ _____,
-- - --- . - ... -, . . - ~ ; .. l! • • .•
- --- -- - _,.
--- ~ ... ~ ""' -.. '
177
178
179
~ -- -------- -, __ ' ·"" . '
............... -~ ----- -=--~-.,.. .. •·... ~~~~"' ...... ,
f. • ·~ ' --------- -~-------..-..~ ... ~...:~ .. .... ,: ~ •"
- ,, • I - ! , • , ~
180
- - - - • -· -I . I · · - t - -- ~ -. · - - · · I
- -- -' ' ·;_;,... - - ; - ~· ·~ r •
---- - .,. ~- 4 • I 14
181
182
r .,.., - - - .---.,.. ..
... ·\ .. ,Jr~ , . r•. ~ · '
183
__ ..... - ------------ .. -~----- ~~-.. _
' ' -- ------ - -- --~---- l . - ------ -~ - --~~ . - ... - - - ..,_~..... ... _ ... --
' ' ,.., .-
--.-.I{' J • : - -~ : _,.,.. ~;:-:- .~ ..;;;;;;- -:;~ ·-- t. --:-=-~,. l r" _.; ' ... ,.... • ~ -~ ,. t•
' J '• ._ I
- ~- - - --·'a. .. ' . , .. , .! ~
- ' -,'!•., ! I 1
184
--- · . ..._ . ---- • I ---, -•. ,- --- ---;--- - - - ~
- ~ . ------ - - - - -- - -- --- - ------\. ~ ' ~;.,·~· '--'". ·. .. ..
- --~:;:- --~-:.. ··, .. ~;~1;-•1~~('-,'11-.~..;~.~fi'~;:- ...... -) .. . .. - .... " ... ~ .,. r~...;~~ .. "-·,. ~ ~·· . ... ... . ..... ... . . ,
. - -
- . - - ... - --- - - - - .__
·J...r • '., - - -_. _., ' .Id" *-~ .... ~ '~ , J·r
,-<"~ - - • • -- --:-- -~-- -=- · · _.~
185
186
-- - - ... r!t'-~ -- : ·t-, -
\ ~ .-~ .
. --- - ··- ~- -.- --::~~ ... ~! .. :· , --'"·'' ~.A/
•A_----~------------~~
• 11 • ~· ~- ;;._ :- i f! -~c.· · .... ~ .. - .., : ~ -"':. - . ""'). . I ; -
- -- -=- ------ - ------,;;Ji:F'- . . ·.~·f. ;.·. ·;i'o . .~.,.-~.'Gii. ,a ~• I~
-~~~...-:-- -- -...-~-. . .A- - -=-- ~ ~i. ---;::.-:-- - . "-~ ~ ..... _,. - . - .... ·~ ' .. '· . . ' - ~
187
~~~-----·:; ____ ----- ,---+"' -... --~ ~·- -\i" ' ' "'
'-- --- ---- ~ ---(l(- -/-~-~~:. \~,~ ~
. . ; -
• llll.'\,..-)ok....4ldlilf~t11' ~ . - . ' - - - -- - -'I!!W':fW~...- -. •'J' ~ ·-. - I
''loT • ' i' .J I
188
r---~- - - - .. - ---...,... ---~~ -~~~ ... , . ~ '. Y&- ::,~;· 1. i ....... ~, ..
--- ~
..;. ~ -- ._... -~-- --... -- -~-~----- . . . ., ;~ - - -
--~.Ja;.T-,-- I ~ I "' "'... ~--
·:: ,., - -~ - - -- - - - ..._.....
• ' ' I ~'> • • ' • if.;L, •,~.,..' ' .t ' ~ .. ~t ·~ --·
189
190
. - - - - - --~""~~ --- --~ -- .. '. • # • " .,
.?- -
- ~~ - -- - ---· - - --' I l '• ., ,.
- ~ - - - --~ -- -- ... _ ... -r "'' . *" .t'
191
- -- - - . ,-.--- ;- ~~- ~ .... ---~~ - - -. -.. ~ .-.-.._.._,.. • ,. ~ ' 4:.' - , • ';..-, • ·'11 , • • (! ' 'I/
i .--.- - . ., · -:- .._,. - • . ......:..... ~ ~-·~ - - ... ~ _.._ .. \ ~--- t!' I ... ,
\'
192
193
.. , ---·~· ·!lf-'A~,.:;,..., ..... ,., c..~ - . • ' ........ • ',lit>~'- • .,. ~ -~~~·)')·~--1111 .. -. ' ~ l ~ .-,.,.. ~, ...... ~., • 41(1" ~ -~ , __ -
- -----~- -------=-~~- ~=~ ·, •• ., • .!" '. : l.~· . ~· ~-~ :~ . t I
. ... ~- -~ =~---~-• •: I "" • • *' f"' -~ • ': ,,
. ---..,.._ - - - - ~.; • •1.< .... ' ,.. .,., •• ~~,.. m53i ~ Jl~-----------~
194
195
- ---- - - - --·r:·~· -~ .,.,. ........ ~' ~ .. ,. .-,\ . . "\.. .·
196
197
f~~~-- -- -~ - -- :~----------=----;
~ j
---: ~ C"V =-~·.:. ; z-*. - - :--- - ---; - ~ ' - .
{ . - .. -- ---: - .......... --- ~. --.-~- ---- --
-- - ------ - - - -- - - -- -. .. -, l ' . .
. .., ' - ~ :~ . - . ...
•I - - • - - !'~~ ;; . ' ' --- -
198
.. -- --- -~ --- --' .. ... ''I';_.. ,, ~ . ,~ . • ,. ' :
,c- - ~ --~- ~ -------~ ....---, ""• I , !P '.,. • .. "' ,.., ... "' .('" ~
-.z~.&t1l;'·~ , • '- .,.·u • • l ·~ · · ' ,. "" A., _. .... _
199
200
~-- ~ . ------ - - ~-- -------~
' '
..... , , .. ,.. ....... ,WI'f'tt- ~~ , - ' .. , __ J
. I ' ~, . V·~ - - ~ .· . . . ' " ~~~ . : J
--=----- . ----~ - ---- - ~ .---.-. ~ -~-..c---- - - -., ~
---- ------- \ -- -~--------~ --.....r'!"~· ... - ~---' ......,._ -.. ..
201
------ --~--- ~ -- -....:...-..._....._._ - -- -~ -- - ' • • .. _ ~ ·-·..,; . . . t
-...-.- ---~- - - -....- ..:::::::
'., ' ~..., .. . ·. " .
-- ~~ ' • • '' , I ,.... .. . ' . ' "· \ .... . ~ , .... ' ' '
.. .. ·...... .
-- ~ -------- _____ ... ~ ... ' .... ,') . '
202
~ ~ - - ~ - -- - -l·~ • ...... }\ .... -M,;)r(,f!~\'1.1)' . , ...
- . . ' -. ... ....... j_
----~ - -1 " .... ,. ~ .. O ' :r·.., ~ ...... ~·· :· ·~J>. .... O. A - . -
203
' -~~ .. -- ... ~.=-=--"=""'~,_--~--- ... .,. ,,
.• ----- ---~-·~--=---·.=..........~---~~- -~ -- -- ,
. -. ~ ~'-' ~ ·:.,·.~ ." ...,. ; ,.: ' ·: . ' ... -. '~.1 {
204
.... ----~ - -~- ___..,...~---. " ' -..;.. . \ , •• • I .,.
~ -- . ~----- k •, -----:;;--..----- ---~-- - ·
- - -- - - - -- - ~ " - -- ' , ... '; "" J I ! '• ~ •r,, I . . ~. ..
' • ;- -I I o -- •' \~ ~, ,_:- ~-
1(j ;, •6 ..,. ~., 0 j,J ~ ~,. -, • '.- ... ,~ ' I ;t
. '
- -:- ---~ .. :: - - \ . . - - : . r ,
~·· -- 1 ' \l ~ - -- - - :. . . ~ - " ~
205
. .., --~- --f . . . r. I '
, _ - - - - --=: -- ~ ,. ' -~"lit~· - ' ,. -1.._ --- ·.- - ·
':. ,. ... .. . - . - ..... -- - -- - -!: 1! .~.::: •~ -.• ~ ..... • :$.' ~ OIP~·l- .. ~ '.
1
-·--- ---------- ---=- --- --- -~· - ""!'
I · · . I · 1
-=~~~- - .-.. - - - ---· ~~ -~-- --- . ~~·A-r.;~~ 1
' ~- ' I -----'r- '-----------
\r-~ - - ...-~ ........ ,~.
' ~_... ~
206
;o;;. _ _:_- --~-::" -:;- • -~ - -:;_~ .;;:-:...."' • ~- - -~ 11 ~ ~ •• !- ;~~ ... !"""" ·:"'e,..,..~·r • I
- -
~ ------ ... ;: __ ~--------- ------:-;-.-- . . .• • • • ' it• .. '' 'ff'~ '" ~ lt • I ' .,,. .,_, ~
--- -~ • "\. • -J
[ ~--- --- ------- ~- ... -• ~~;-- I • ~ • ol ~ ' ~
- -- - - -
-- -~- - - -~ ---' . . ,., ~ ~~ ' .
-- - ---~-
- - . -- .._ . ~ :. ~ ,t • , •: .. \ '
- -- . - -· - - - -"· . ' \. ,. ..... ~ ;
, I f I 'l : ~· " '
207
- - - ~ -- - "" • (W J 'r"(" . . ~: 'l :\l } ' ,
208
209
---~~~ - ----- -- -,....- ... ~ ....... . -.....: -.::::=- ,.. .. \.
':.t<~ -···. -....... • • j " •• ( '
~- ----~-- -..-- .:;_ ~~-: ~ • • • f ~ • I I
. -- df!!.-- · ' "! .. --.d
210
211
212
- ~ .... ---- - ~ - -·-- --~-----........ . .
- I ·• - - - --- ---~-~-- '
- -----' ._..,_. - _--.... ----- - - --~------.._,. ' ' q~ '?' .. • " . 1" • ·f \ ~ ••
• -- - -- ~- - - - ---~~ • -r~ • -' ! ' f-' • "' L '" ~ j. ~ I. ' .. --
_..... - ... _.._ ... -',:·.~. ,.,._~:4"~~ ·• #r ........ «~·~·
. -• ·~ ~ • >
. . -' • I ,'" ~. •
~-~-___.....~ ~----------~--..... ,~t ,. . ~- ..... ... ·"' ~ .... fW~ ..... ·~""' ':l.---.Clll&r ...... , ... , • . · . • -__,.~-~~~~,_~--==---'"~~--~
, r ' ')! , :.....:,W,..... ;-1. . ,• \ * ,-.,::#'•-4*'·• ,-. • ' , . .
• -- • - - - --.;:::: < =-----~-~--' ~ • .. ' .. t"t't.: ~~~~~ -......... ~..., ~· . ·; ~
: ~; .. ~~-~~~· ~-:--~~:~~~ ~~~~ ·~ ~ :i. 'f7 5.N - --- , ~ . - ...
• ._ ' .. t; I o • • • \ ~
213
.-=--......-..-- ~-- ' ' ""' ··' ·~ ' .... ., ~ . ( -
""" ~-- ... .-- - ...-. r • '
1 1 ; ...,"
- ------- . -' -. • • . ·!!.
,- --- -· ~-~~·~.~.., .• V4 •
~ -... ~ .
~ - - -·+ .• ,. .. '· -"' ~ . •
214
11 11 11 11 11 11 11 11 11 11
OL-KR29 -v /09. 15' m 7.10.2004
20 cm
OL-KR29 7.10.2004
~ - ::w- ......,_~ - .?- . --.....--=--
-~ '. ;/ i ·~ ·:--. . t:lf'. ' . ·: ~ - " . . . ' ' "
"! .. - -
. ' ' ' '~ · . . I . . ' •, : , i.
-I -- --~- - ---
215
-:;..~ -~~-~--~- . -... ~ ~ "'. . ·. ·: --~ . ·~ : '). .,.~
- . .
""-tiit-=-..--:;-. --~- .. ~__,"- . -~
' .,, -· :,:.__ . :· . "~~~~ . - • • t""
HUI Ull 111111 7 "' . . -
0L·KR19 ~ 207.15 7 10 2004
~ ""~-· .:~~ ~~ ~· ... :Ill ·-...... . ' . . .. _ .. .-· ~, ...
---- . ·~--~~ • ~' ... '<' • · ~:..tf-1 4 _!-;, ':\"-~-··f •. ~:..'!'...._,;..>! o •~ I ,, ' I
• ~ .. . "'. t ~ • .."'1! • .I
_ "' J3Y.95 m
20 cm
OL-KR29 7.10.2004
216
11 11 11 11 11 11 11 11 · -·--11 --
· m
•
20 cm
OL-KR29 7.10.2004
~- --~ --~ --· ---
,.., ~?J8. 50 m OL-KR29 7.10.2004
!' : -~ ' . --;. I
- ,.
217
~ 551.51- m OL-KR29 7.10 .2004
11 11 11 11 11 11 11 -~~-- - - 11 11
~S59. ?5 m
20 cm
OL-KR29 7.10.2004
218
~"-5~8.85 m OL-KR29 7.10.2004
.,._-r .. • • -: .-:_.:;_c;:~ ... ,..~~il'-.. ~~~~-· ... ~..,~~~·~~~d·--~~~ .:. ...... -. . . ~ . - ·-- . -. -- . ... - .. .. - .. ..-•.,:,....,..-.
,_ b53.40_ m OL-KR29 7.10.2004
I
m
..
219
20 cm
OL-KR29 701002004
o ,' • , • ,J' 1 .., "' ~ ~ 0; oo" • ' • ..,. • ' , ' • • 0 ' 0~ . . "
m OL-KR29 701002004
0 ~ •
4, \ ·.~0 ' t. ,. ( l
' '0 \0. " . ,0 ' - . .. ... ,. . ~ ...
........._ _____ - -
220
;.· r ·- . . \ . , .- . . A ·. ~ \
- - ,,. ~-~---
/ .If / ,--: i,i "'i • I . f' , . -~ j • • • I / · .. , ':"" rt ! ~l¥ 1 1 : tJ/
~ .: L
- . "j ~ . :, ·f , ., ; 1' • I I !:· ' . l · .. ·~ ~: . .. . . •' ' _.... ... / ,.
- . .
,. - ---- --
- 180.50 m
-849.20
OL-KR29 7.10.2004
m
- • ~,:; .•. • •- .. . r • ~ . ' • • • ·::- . ,
OL-KR29 7.10.2004
...,.__ r-.. . _. .. .......... •
. y ' . ••· ~ ' ... a.j. '' .,. ),. ~ . ....... ~ ·. ~
221
m
~
I 11 11 11 11 11 11
m
20 cm
OL-KR29B 7.10.2004
OL-KR298 7.10.2004
