.POSIVA Working Report 2006-115 Core Drilling of Deep Borehole 0 l-ka43 at Olkiluoto in [urajoki 2006 Risto Niinimaki December 2006 POSIVA OY Fl-27160 OlKILUOTO, FINLAND Tel. +35&-2-&372 31 Fax +35& 2 &372 3709
Working Report 2006-115 Core Drilling of Oeep Borehole 0 l-kr43 at Olkiluoto in furajoki 2006 Risto Niinimaki Suomen Malmi Oy December 2006 Base maps: National Land Survey, permission 41 /MYY/06 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.
TEKIJA ORGANISAATIO SUOMEN MALMI OY PL 10 Juvan teollisuuskatu 16-18 02921 ESPOO TILAAJA POSNAOY 27160 OLKILUOTO TILAAJAN YHDYSHENKILO FM Antti Mustonen Posiva Oy URAKOITSIJAN YHDYSHENKILO FM Tauno Rautio Smoy RAPORTTI WORKING REPORT 2006-115 CORE DRILLING OF DEEP BOREHOLE OL-KR43 AT OLKILUOTO IN EURAJOKI 2006 TEKIJA Risto Niinimaki Geologi TARKASTAJA Tauno Rautio Paageologi
CORE DRILLING OF DEEP BOREHOLE OL-KR43 AT OLKILUOTO IN EURAJOKI 2006 ABSTRACT Posiva Oy submitted an application to the Finnish Government in May 1999 for the Decision in Principle to choose Olkiluoto in the municipality of Eurajoki as the site of the final disposal facility for spent nuclear fuel. A positive decision was made at the end of 2000 by the Government. The Finnish Parliament ratified the decision 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 1000.26 m and 45.01 m deep boreholes with a diameter of 75.7 mm at Olkiluoto in July - October 2006. The identification numbers of the boreholes are OL KR43 and OL-KR43B, 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. The drill rig was computer controlled and during drilling the computer recorded drilling parameters. The objective of all 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 total volumes of the used drilling and flushing water were 1103 m 3 and 16 m 3 in boreholes OL-KR43 and OL-KR43B, respectively. Measured volumes of the returning water were 916m 3 in borehole OL-KR43 and 13m 3 in borehole OL-KR43B. The deviation of the boreholes was measured with the deviation measuring instruments EMS and Maxibor. Uniaxial compressive strength, Young's Modulus and Poisson's ratio were measured from the core samples. The average uniaxial compressive strength is about 131 MPa, the average Young's Modulus is 37 GPa and the average Poisson's ratio is 0.19. The main rock types are veined gneiss, diatexitic gneiss, tonalitic-granodioriticgranitic gneiss and pegmatite granite. The average fracture frequency is 1.6 pes/m in borehole OL-KR43 and 1.5 pes/m in borehole OL-KR43B. The average RQD values were 96.2% and 97.7 o/o. In borehole OL-KR43 24 fractured zones and in borehole OL KR43B one fractured zone were penetrated during drilling work. Keywords: core drilling, borehole, veined gneiss, diatexitic gneiss, tonalitic-granodioriticgranitic gneiss and pegmatite granite, fracture, monitoring measurements, elastic parameters, deviation surveys
REIAN OL-KR43 SYVAKAIRAUS EURAJOEN OLKILUODOSSA 2006 TIIVISTELMA Posiva Oy jatti valtioneuvostolle vuonna 1999 periaatepaatoshakemuksen, jolla se haki lupaa valita Eurajoen Olkiluoto kaytetyn ydinpolttoaineen loppusijoituslaitoksen rakennuspaikaksi. Joulukuussa 2000 valtioneuvosto teki asiasta myonteisen paatoksen. Toukokuussa 2001 eduskunta vahvisti valtioneuvoston paatoksen. Periaatepaatoshakemuksen mukaisesti paikkatutkimukset keskitetaan Olkiluotoon. Paikkatutkimuksiin liittyen Suomen Malmi Oy (Smoy) kairasi heina - lokakuun 2006 valisena aikana 1000,26 m ja 45,01 m syvyiset reiat OL-KR43 ja OL-KR43B Eurajoen Olkiluodossa. Kairatuilla rei'illa OL-KR43 ja OL-KR43B hankittiin tietoa alueen luoteisosasta. Reikien halkaisija on 75,7 mm. Kairauksien aikana suoritettiin tarkkailumittauksia lisainformaation saamiseksi kallio-olosuhteista. Mittauksia olivat veden sahkonjohtokyvyn mittaus ja huuhteluveden seka palautuvan veden maaran mittaus. Tyossa kaytettiin automatisoitua mikroprosessoriohjattua kairauskonetta, josta saatu tieto tallennettiin. Kairauksiin kaytettiin kokonaisuudessaan natriumfluoresiinilla merkittya huuhteluvetta reialla OL KR43 noin 1103 m 3 ja reialla OL-KR43B noin 16 m 3 Tyon aikana vetta palautui maaramittarin kautta noin 916 m 3 reiasta OL-KR43 ja noin 13 m 3 reiasta OL-KR43B. Reikien taipumat mitattiin EMS ja Maxibor -laitteilla. Kallionaytteista maaritettiin yksiaksiaalinen puristusmurtolujuus, kimmomoduli ja Poissonin luku. Yksiaksiaalinen puristusmurtolujuus oli keskimaarin noin 131 MPa, kimmomoduli oli keskimaarin noin 37 GPa ja Poissonin luku 0,19. Paakivilajeina esiintyvat suonigneissi, diatekstiittinen gneissi, tonaliitti-granodioriitti-graniittigneissi ja pegmatiittigraniitti. Kallion rakoluku on reiassa OL-KR43 keskimaarin 1,6 kpl/m ja reiassa OL-KR43B 1,5 kpllm. Vastaavasti RQD-luku on reiassa OL-KR43 keskimaarin 96,2 % ja reiassa OL-KR43B 97,7 %. Rikkonaisia tihearakoisia osuuksia lavistettiin 24 kappaletta reiassa OL-KR43 ja yksi reiassa OL-KR43B. Avainsanat: kairaus, kairanreika, suonignetsst, diatekstiittinen gnetsst, tonaliittigranodioriitti-graniittigneissi, pegmatiittigraniitti, rako, tarkkailumittaukset, muodonmuutosominaisuudet, taipumamittaus
1 CORE DRILLING OF DEEP BOREHOLE OL-KR43 AT OLKILUOTO IN EURAJOKI 2006 ABSTRACT TIIVISTELMA CONTENTS 1 1. INTRODUCTION 1.1 Background 1.2 Scope of the work 3 3 3 2. DRILLING WORK AND TECHNICAL DETAILS OF THE BOREHOLE 2.1 Diamond core drilling 2.2 Deviation surveys 2.3 Location and deviation measurements 2.4 Construction of the upper part of the borehole 5 5 7 8 9 3. MONITORING MEASUREMENTS 3.1 Monitoring measurements during drilling work 3.2 Drilling water and the use of label agent 3.3 Quantities and label agent concentration of drilling and returning water 3.4 Groundwater level in the borehole 3.5 Electric conductivity of drilling and returning water 3.6 Drill cuttings yield 3.7 The result of MWD -measurements 3.8 Flushing of the borehole 11 11 12 12 14 14 14 15 18 4. ENGINEERING GEOLOGY 4.1 Engineering geological logging 4.2 The effects of drilling to the sample quality 4.3 Rock quality 4.4 Fracturing 4.5 Core orientation 4.6 Core discing 21 21 27 27 31 32 33 5. ROCK MECHANICS 5.1 Rock mechanical field tests on core samples 5.2 Strength and elastic properties 35 35 37 6. SUMMARY 39 7. REFERENCES 41
2 8. APPENDICES 8.1 List of core boxes 8.2 Lifts 8.3 Deviation surveys, list, Maxibor 8.4 Deviation surveys, graphic, Maxibor 8.5 Deviation surveys, list, EMS 8.6 Deviation surveys, graphic, EMS 8.7 Construction of upper part of borehole 8.8 Drilling water samples 8.9 Returning water samples 8.10 Ground water level during flush pumping 8.11 Electric conductivity of returning water 8.12 Petrographical description 8.13 Degree of weathering 8.14 Foliation 8.15 List of fractures 8.16 Fracture frequency and RQD 8.17 Fractured zones, core loss 8.18 Core orientation 8.19 Core discing 8.20 Rock mechanical tests PHOTOS 43 47 51 59 61 67 71 73 81 83 87 91 97 101 105 151 173 175 181 183 187
3 1. INTRODUCTION 1.1 Background Posiva Oy submitted an application to the Finnish Government in May 1999 for the Decision in Principle to choose Olkiluoto in the municipality of Eurajoki as the site of the final disposal facility for spent nuclear fuel. A positive decision was made at the end of 2000 by the Government. The Finnish Parliament ratified the decision in May 2001. The policy decision makes it possible to concentrate the research activities at Olkiluoto in Eurajoki. One part of the research is to build an underground rock characterisation facility (called "ONKALO"). Construction of the access tunnel was started in autumn 2004. Posiva Oy contracted (order number 9663/06/MUAT) Suomen Malmi Oy (Smoy) to drill new investigation boreholes in the area. In July - October 2006 boreholes OL-KR43 (1000.26 m) and OL-KR43B (45.01 m) were core drilled. The new boreholes were aimed to get additional information of the quality of bedrock. Borehole OL-KR43 is located north of the Contractor area near the Munakari road and west from the previously drilled deep boreholes. Borehole OL-KR43B is located about 3.5 metres west of borehole OL-KR43. The azimuths of the boreholes are 357.3 and 359.5 and initial dips of the boreholes are 60.9 and 60.8 from the horizontal, respectively. The location of the borehole OL-KR43 is shown in Figure 1. The diameter of the boreholes is 75.7 mm. 1.2 Scope of the work The aim of the work was to drill an about 1000 m long borehole to document the geology and the ground conditions (continuity of the rock units, fractured zones and rock quality) in the area. The 40 m precollar for borehole OL-KR43 was drilled with a down-the-hole (DTH) percussion drill. In order to get a core sample also from the upper part of the bedrock an about 45 m deep borehole OL-KR43B was core drilled near the main borehole. To maximise the recovery yield of an undisturbed and continuous core, triple tube coring technique was used. In addition to the drilling, work included core logging, rock mechanical field testing of the core, drilling fluid monitoring, flushing of the borehole, borehole deviation surveys and reporting.
4 This report documents the work and sampling done during the drilling of the boreholes. Depth measurements are from the ground surface (concrete slab) along the borehole unless otherwise stated.....c P o er pi a t 6791500 OLKILUOTO Location of the boreholes KR1-KR43, KR43B Coordinate Syatem: Finnish Coordinate Syatem, zone 1 20.12.2006 Saanlo & Rlekkola Oy/KF LEGEND: KR1 Core drilled borehole Figure 1. Location of deep boreholes OL-KRJ- OL-KR43 in the Olkiluoto area.
5 2. DRILLING WORK AND TECHNICAL DETAILS OF THE BOREHOLE 2.1 Diamond core drilling The percussion drilling of borehole OL-KR43 (the wider upper part of the borehole, precollar) was done on the 4th of May in 2006. The borehole is cased with a 0 194/184 mm diameter tube, which is drilled to the depth of 6.0 m. The borehole section from 6.0 m to 40.35 m was drilled with a 165 mm diameter DTH-hammer. This percussion drilled section of the borehole is cased with an acid-resistant stainless steel (Aisi 316) 0 140/134 mm diameter tube, which was grouted into the bedrock. The diamond drill rig, additional casings and air-lift pumping hoses were set up at the drilling site at the 19th of July in 2006. Drilling commenced on the 24th of July. On the 2ih of September in 2006, drilling depth 1000.26 m was reached. The drilling of borehole OL-KR43B was carried out after the borehole OL-KR43 was drilled. The diamond drill rig was set up at the drilling site OL-KR43B on the 1oth of October in 2006. Drilling thh the overburden, the thickness of which was about 1.95 m, was done on the 10 1 h of October in 2006. Acid-resistant stainless steel casing was drilled to the depth of 4.40 m. After the casing was placed, diamond core drilling continued normally. The final depth of 45.01 m was reached on the 12th of October in 2006. The realized time schedule of the work is shown in Figure 2. Both boreholes OL-KR43 and OL-KR43B were core drilled with a computer controlled hydraulic U8 drill rig. NQ3 -triple tube core barrel and NQ -drill rods were used in drilling. Borehole diameter with NQ3 -triple tube core barrel is 75.7 mm and drill core diameter is 50.2 mm. The cutting area of the diamond bit of the triple tube core barrel is larger than that of the double tube core barrel. In the 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 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.
6 Item July August I I September I October Week 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 Borehole OL-KR43 r i ' Percussion drilling 4.5. Move to the hole Drilling 40-1000 m I Deviation measurements I. 3.11. Flushing and pumping Borehole OL-KR43B Move to the hole Drilling 0-45 m Deviation measurements Flushing and pumping Figure 2. Time schedule ofboreholes OL-KR43 and OL-KR43B. Drilling was uncontinuous shift work (three shifts per day and five days per week) and the drilling team in a shift consisted of a driller and an assistant. Geologist Tauno Rautio was the project manager and Matti Alaverronen was the drilling supervisor. Geological logging was done by geologist Ville Pussinen and Risto Niinimaki and the final report was compiled by geologists and Risto Niinimaki. Drilling time (which does not include set up and dismantling works) on borehole OL-KR43 was 689 h, which gives the mean drilling efficiency of 1.4 m per rig hour. The drilling time for borehole OL-KR43B was 17 h. Wear and tear of the drilling equipment was higher than the average in the Olkiluoto area with this type of borehole equipment. In this work, about 53 m was drilled per one NQ3 bit compared to a long-term average of about 75 m per NQ3, about 28 m per WL-76, about 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 222 (OL-KR43) and 11 (OL-KR43B) wooden core boxes were used during this drilling work. Start and end depths of the core in each core box are presented in Appendix 8.1. Wooden blocks separating the different sample runs were placed to core boxes to show the depth of each lift. The core drilling included 363 (OL-KR43) and 16 (OL-KR43B) sample runs. Depths of lifts are presented in Appendix 8.2.
7 2.2 Deviation surveys To trace the borehole accurately the dip and the azimuth of borehole OL-KR43 was measured with Reflex Maxibor II and Reflex EMS downhole deviation survey tools. Maxibor was lowered into the borehole with rods and EMS with wireline cable. Borehole OL-KR43B was measured with EMS downhole deviation survey tool with wireline cable. 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 during measuring the borehole. The azimuth is given to the magnetic north and the declination. Used declination in boreholes OL-KR43 and OL-KR43B in EMS calculations is 4.0 degrees. In basic setup Maxibor II device has two reflector rings at three metres intervals in a six metres long tube. In a straight hole the rings are concentric. When the tool is bent following the ed borehole, the rings are shifted correspondingly. By quantifying this shift, a measure of the bend can be calculated. Maxibor II measurer the rotation angle and uses the information to separate true bend from instrument rotation. Three carefully calibrated and perpendicularly placed accelerometer units provide the dip values and the rotation of the instrument. The diameter of the tube is adjusted for 46 mm size. When measuring larger boreholes (diam. about 76 mm) four centralizing rings of suitable size are installed directly around the reflector rings, camera and top coupling. 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 800 metres deep borehole with a diameter of 46 mm is ± 1 m. The Maxibor survey was carried out at three metres intervals. The survey was tied to geodetic fix points provided by the client.
8 2.3 Location and deviation measurements The initial dips of boreholes OL-KR43 and OL-KR43B are 60.9 and 60.8 degrees, respectively. The initial azimuths ofboreholes OL-KR43 and OL-KR43B are 357.3 and 359.5 degrees, respectively. In Maxibor survey initial dip used in borehole location calculations is the dip of the first station of Maxibor survey. It is not exactly same in this case as initial dip ofborehole (=casing, measuring ofprismarit Oy). The ground surface was used as the reference level of the borehole and depth measurements. The measured end coordinates of the borehole OL-KR43 based on Maxibor survey are shown in Table 1. In borehole OL-KR43 the Maxibor deviation survey was carried out to the depth of978 and EMS to the depth of 582 m because the borehole was blocked at depth about 600 metres. In borehole OL-KR43B EMS survey was carried out to the depth of 42 m. According to the Maxibor results the horizontal deviation of the borehole OL-KR43 at the depth of 978 metres is 104.72 metres to the right and the vertical deviation is 103.13 metres upwards in relation to the initial direction of the borehole (first station ofmaxibor survey). The coordinates of borehole OL-KR43B at the depth of 42 metres based on the EMS data are shown in Table 1. The results of the Maxibor survey are listed as a table in Appendix 8.3 and shown in graphic form as various projections in Appendix 8.4. The results of the EMS survey are listed as a table in Appendix 8.5 and shown in graphic form as various projections in Appendix 8.6. Table 1. Coordinates ofboreholes OL-KR43 and OL-KR43B. Coordinate Point location X y z ongtn Ground surface, OL-KR43 6 792 974.00 1 524 697.43 13.06 Calculated Top of the casing, OL-KR43 6 792 973.76 1 524 697.44 13.50 Surveyed End ofborehole, OL-KR43 (978 m) 6 793 526.08 1 524 592.71-786.35 Maxibor Ground surface, OL-KR43B 6 792 973.92 1 524 693.82 13.01 Calculated Top of the casing, OL-KR43B 6 792 973.62 1 524 693.82 13.55 Surveyed End ofborehole, OL-KR43B ( 42 m)6 792 994.50 1 524 693.47-23.60 EMS
9 2.4 Construction of the upper part of the borehole Down-the-hole hammer percussion drilling was used to drill the precollar for borehole OL-KR43. Drilling a 0 194/184 mm casing thh the overburden into the bedrock started this borehole. The casing was drilled to the depth of 6.0 m from the surface. The thickness of soil was estimated to be 2.0 m. The borehole was continued with a 0 165 mm hammer to the depth of 40.35 m and a 0 140/134 mm acid-resistant 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 the 0 84/77 mm tube, which is 57 mm long. The tube has right hand thread, which was used to attach the 0 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 40.32 m. The cone and the attached tube are made of acid-resistant stainless steel. The top of the casing was with a cap equipped with a lock. The constructions of upper parts of the boreholes are shown in Appendix 8. 7. The precollar for borehole OL-KR43B was done by drilling a 0 90/77 mm acidresistant stainless steel casing thh the overburden into the bedrock. The casing was drilled to the depth of 4.40 m from the surface due to fractured rock. The thickness of the soil was estimated to be 1.95 m. The casing with a casing shoe, was cemented into the bedrock. The top of the casing was with a cap equipped with a lock. Distances along the casing between the tops of casings and the ground level are 0.50 m and 0.61 m for boreholes OL-KR43 and OL-KR43B, respectively.
10
11 3. MONITORING MEASUREMENTS 3.1 Monitoring measurements during drilling work Several drilling parameters were monitored and water samples were taken during the drilling. The aim was to get additional information on rock quality and to predict possible drilling problems. To find out how much drilling water was leaking into the bedrock, the volumes of ingoing and returning water were monitored. The flowmeter for ingoing drilling water was connected to the waterline coming to the water pump of drill rig and the volume of returning water was measured from the overflow of the sedimentation tank. All drilling water batches made in the mixing tanks were sampled. The returning water was sampled once a day provided water was flowing out of the borehole. Due to the sensitivity of sodium fluorescein label agent to the UV-light, the sample bottles were wrapped in aluminium foil immediately after the sampling. Water samples were stored in a refrigerator until they were sent for analysis to the laboratory oftvo at 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, when water was flowing from the borehole. 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 thh a 45 /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. Conductivity meter was calibrated regularly by Posiva. The drill rig utilized on boreholes OL-KR43 and OL-KR43B was Atlas Copco Diamec U8 APC. U8 rig is a fully hydraulic microprocessor controlled unit with an automated process control. The manual interface to the control system is a touch screen panel. The control unit of the rig optimizes the drilling process according to drilling conditions in real time. The driller sets the upper and the lower values for the volume of the flushing water, feeding force and rotation torque. The driller sets also values for the penetration speed and rotation speed. Once these values have been set the rig will carry out the drilling within
12 the pre-set values by measuring the value of the parameters several times in a second. If the rig fails to keep up the chosen penetration speed within the pre-set parameter values, drilling will be stopped automatically. Feeding force is the force working on the bit and generated by the rig feed and the weight of the drill string. The feeding force is adjusted by the system pressure and bit force to achieve the optimal penetration speed. Drilling parameters (MWD measurements) are recorded by the rig computer. The recorded parameters are pressure and volume of the flushing water, rotation speed of rods, penetration speed, hydraulic system pressure and weight on bit. 3.2 Drilling water and the use of label agent Drilling water for borehole OL-KR43 was taken from the Olkiluoto freshwater line from the Contractor area. The length of hose line from the water line was about 400 m. Before entering the mixing tanks (three 5 m 3 fibreglass tanks) water was filtered thh a 500 p..m 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. Sodium fluorescein was delivered byposiva. At the TVO Olkiluoto laboratory sodium fluorescein was packed into glass vials in 1.250 g ready to use doses for five cubic metres of water (the ned concentration is 250 p..g/1). At the drilling site, the contents of a vial was dissolved into one litre of water and the mixture was slowly added into the mixing tank in 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-KR43, 1065.7 m 3 of water was used. After the drilling was. finished, the borehole was flushed with 36.8 m 3 of water. During the drilling and flushing, 916.4 m 3 of returning water was measured. This is about 83% of the drilling and flushing water. Some water passed the flowmeter (could not be measured) during the air-
13 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. During the drilling ofborehole OL-KR43B, 15.0 m 3 of water was used. After the drilling was finished, the borehole was flushed with 1.1 m 3 of water. During the drilling about 12.5 m 3 of returning water was measured. The cumulative consumption of drilling water and the amount of measured returning water are shown in Figure 3. The concentration of the label agent is used to estimate the representativeness of the groundwater samples taken from the borehole. The ned label agent concentration of the drilling water was 250 J.lg/1. The achieved concentrations varied mainly between allowed limits +/- 30 J.!.g/1 and the average was 248 J.!.g/1 during the drilling of borehole OL-KR43. The lowest value was 170 J.lg/l and the highest value 440 J.!.g/1. During drilling ofborehole OL-KR43B the achieved concentration varied between 210 and 250 J.lg/1. The label agent batches, drilling water samples, electric conductivities and sodium fluorescein concentrations are listed in Appendix 8.8. Returning water samples were collected once a day when drilling work was continuous. In total, 33 samples were taken during the drilling of borehole OL-KR43. High sodium Drilling and returning water 1-Drilling water -Return water I Q) -e aoo+----------------------------------------------- u :s c3 600 c) 400+-------------------------------------------------- o > 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 Depth, m Figure 3. Cumulative consumption of drilling water and amount of returning water during the drilling of boreholes OL-KR43 and OL-KR43B.
14 fluorescein concentration in the returning water indicates that the water is mainly drilling water. Values over 125 J..!g/1 means that returning water contains in principle more drilling water than groundwater. Concentration values of the label agent in the returning water of borehole OL-KR43 varied from 20 to 230 J..!g/1 and average was 167 J..!g/1. The analysis of sodium fluorescein concentrations of the returning water samples are presented in Appendix 8.9. 3.4 Groundwater level in the borehole Groundwater level during the drilling work in the borehole OL-KR43 varied between 5.10 m and 22.60 m, but was mainly between 10 and 12 metres. The result depends on the stabilising time before measurements. The groundwater level is measured from the ground surface along the borehole (it is not the vertical depth). Water levels during flush pumping are presented in Appendix 8.1 0. 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 agent. Electric conductivity varied between 20.1 and 24.1 ms/m during the drilling of boreholes OL-KR43 and OL-KR43B. The results are presented in Appendix 8.8. The variation range of the electric conductivity of returning water was slightly larger and it varied from 19.7 to 99.6 ms/m during the drillings ofborehole OL-KR43. Mainly the values were between 20 and 35 ms/m. The conductivity of the returning water is affected by the content and the conductivity of groundwater. The results are presented graphically in Figure 4 and measured values are presented in Appendix 8.11. 3.6 Drill cuttings yield Drill cuttings were collected in a sedimentation tank and the volume of drill cuttings was measured. From boreholes OL-KR43 and OL-KR43B, about 5500 and 260 litres of drill cuttings was collected, respectively. With the used bit size 75.7/50.2 mm, 2.52 litres of rock per metre was ground to drill cuttings. Consequently, the total volume of drill cuttings generated (OL-KR43) was about 2420 litres. If the expansion factor 1.7 of wet cuttings is assumed, the yield would be about 4110 litres. This means that all or almost all of drill cuttings were recovered to sedimentation tank. The result indicates that the water
15 Electric conductivity 180.0 160.0 140.0 E 120.0 en E i- 100.0 : g 80.0 "'0 c 0 (.) 60.0 I 40.0 20.0 0.0 ("'\ N\ LJ\f!\J 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 Depth, m Figure 4. Electric conductivity of returning water from boreholes OL-KR43 and OL KR43B. content of drill cuttings of the borehole OL-KR43 is higher than assumed with the used expansion factor. It is also possible that part of the material collected in the sedimentation tank is from fractures (fracture fillings). 3.7 The result of MWD -measurements Drilling parameters were saved on the memory card of the rig computer. When the hole was completed, the recorded data ofmwd (Measurement While Drilling) measurements was transferred to a separate computer. The rig records pressure and volume of the flushing water, rotation speed, penetration speed, hydraulic system pressure and weight on the bit. The drilling parameters are presented in Figure 5. Most of the peak values are narrow and can probably be caused by technical matters or fractures. The system pressure varied mostly from 90 to 200 bars. After the beginning of the borehole the system pressure had an increasing tendency towards the end of the borehole. The average system pressure was 165 bars.
16 The variation of bit force is caused partly due to the variation of hardness in the Olkiluoto bedrock. During the drilling of the hole the bit force is mainly between 10 and 30 kn. The average bit force was 16.5 kn. Penetration speed was kept as constant as possible by the automatic process control. Generally the penetration speed was from about 9 to 15 cm in a minute but in some short intervals it varied slightly. The average penetration speed was 13.8 cm per minute. Additionally there occurs variation on the penetration speed in some narrow sections. During the bedrock drilling the rotation speed of rods varied generally between 820 and 1.000 rpm. In several sections, especially after the depth of 750 m, there has been some problems with registration of rotation speed, see Figure 5. The rig records also the behaviour of flushing water. The driller pre-sets the upper and the lower limits for the water flow, which will not be exceeded or fallen below. Water flow was quite constant except for some zones, where probably the fractures in bedrock caused significant variations in the flow values. Also driller sometimes decreased the water flow during the drilling to sharpen the bit. The average water flow was 34 litres per minute. From the beginning of the borehole the water pressure had an increasing tendency towards the end of the borehole. During the drilling of borehole OL-KR43 the water pressure varied normally between 5 and 40 bars. Most of the other peak values are narrow and can probably be caused by technical matters or fractures. One technical factor causing the variations could be bit wear at the end of the runs. The average water pressure was 19.7 bars.
Figure 5. Drilling parameters ofboreholes OL-:KR43 and OL-KR43B. 17
18 3.8 Flushing of the bore hole Before the final flushing of the borehole, the walls of the borehole were washed with the label agent water and brush to drop all loose material from the walls to the bottom of the borehole. A steel brush was utilized in washing the hole (Figure 6). In addition water jets thh inclined holes at the root of the brush were directed against the wall of the hole. The water was pumped thh the drill rods. After the walls of the borehole OL-KR43 were cleaned with the brush and water jets, the borehole was cleaned by pumping water from the bottom of the borehole thh alu-53 drill rods with a submersible pump. In this procedure 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 adapter. The weight of the drill string 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 40 m inside the 0 140/134 mm casing. Consequently, the flushing water circulates via the bottom of the borehole. The pumping was carried out in two separate phase. First pumping phase was between 03:30pm on the 4th of October and 08:30 am on the 9th of October and second phase between 11 :45 am on the 1oth of October and 07: 17 am on the 1ih of October in 2006. During the first flush pumping phase 36.2 m 3 of water was pumped with an average rate of320 1/h and during the second phase 5.4 m 3 of water was pumped with an average rate of 122 1/h from borehole OL-KR43. After the pumping of borehole OL-KR43 the time-rate of recovery of the water level were observed. Measured groundwater levels are presented in Appendix 8.1 0. After the walls of the borehole OL-KR43B were cleaned with the brush and labelled water the borehole was cleaned by pumping water from the borehole with a submersible pump. A submersible pump was lowered to the depth of about 25 m. The pumping was carried out between 09:50 am on the 20 1 h of October and 09:35 am on the 23rd of October in 2006. During the flush pumping 10.5 m 3 of water was pumped with an average rate of 1541/h from borehole OL-KR43B.
19 Figure 6. Steel brush used for washing boreholes (in picture a brush for fjj 76 mm holes).
21 4. ENGINEERING GEOLOGY 4.1 Engineering geological logging Handling of the core was based on the POSIV A work instructions POS-001427 "Core handling procedure with triple tube coring (in Finnish)". Drill core samples were placed in to 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 and after 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 storaging and logging. If loose rock fragments from the borehole walls were encountered during logging, they were placed after the block marking the end of the previous sample run. Therefore, at the beginning of a sample run there might be rock fragments that do not belong to the sample run itself. Geologist logged the core in the Posivas's core logging facility. 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 numbers were documented. List of lifts lists the depths as they have been marked on the wooden spacing blocks separating different sample runs in the core boxes. If the length of the core in the sample run indicated that sampling depth was different from the depth measured during drilling, 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. 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
22 given with one centimetre accuracy. If the middle line of an gular 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 zone. 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. The nature of a fracture was described with abbreviations: op = open, rusty/limonite 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 in relation to the core axis. If a fracture was parallel to the axis its core angle was 0 and correspondingly 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. Usually 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 has been written "" or "partly ", 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 any smell (ammonia, hydrogen sulphide) was detected, it was recorded 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.
23 Fracture surface colour (minerals) has been described with three to 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) 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 Saltikoffs (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 (K-feldspar or plagioclase) biot = biotite = onate (unspecified) talc= talc chlo = chlorite clay= clay minerals (unspecified) sulf = sulphide minerals (unspecified) kaol = kaolin epid = epidote grap =graphite Fracture surface morphology is described with following abbreviations: (ar) (gular) (ed) Fracture surface quality was described with a four letter abbreviation. The three step classification used corresponds with the JRC-numbers (Barton & Choubey 1977). (h; JRC 15-20)
24 (semih; JRC 7-14) (th; JRC 0-6) 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: Riiii = 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. Drilling, core handling, core discing and natural fractures cause breaks. Fracture frequency is the number of natural fractures within one metre interval. If the break frequency is higher 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 higher 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. Petrographical description is based on the Finnish engtneenng geological rock classification (Korhonen et al. 1974, Gardemeister et al. 1976). Each rock type has been 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 <<1 mm <lmm 1... 5mm 5... 50mm >50 mm Texture has been described with following terms (Milnes et al. 2006):
25 Massive Irregular Gneissic Banded Schistose MAS IRR GNE BAN SCH Foliation degree has been described using Posiva's classification (Milnes et al. 2006) Zones of relatively constant foliation intensity were delineated and dip, dip direction and angle of foliation were measured with a point interval of about 10 m. In addition, the foliation degree was estimated using the above-mentioned classification. Foliation degree has been classified to four categories: unfoliated weak moderate strong 0 1 2 3 Texture and foliation intensity description can have the following variations: GNE 1, GNE2, GNE3, BANl, BAN2, BAN3, SCHl, SCH2, SCH3. Rocks with massive and gular texture are considered as unfoliated. Therefore only descriptions MAS and IRR without suffix 0 are used. Degree of weathering was described with following abbreviations (Korhonen et al. 1974, Gardemeister et al. 1976): RpO = unweathered Rpl =slightly weathered Rp2 =strongly weathered Rp3 = completely weathered If there are small changes in the weathering degree within the 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. When there is some short uncertain places on minerals of other weathering degrees which are impossible to separate out, the minority weathering degree is presented in parentheses, e.g. RpO(Rp 1 ).
26 Core discing has been logged separately. Depth intervals, within which core discing occurs, have been documented. The number of breaks and core discs, the minimum and maximum spacing between discs has been logged. In each break, the geometry of the disc surfaces has 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 ar I( = top surface ar, lower surface convex ) ) = top surface convex, lower surface concave )I = top surface convex, lower surface ar I) = top surface ar, lower surface concave 11 = top surface ar, lower surface ar )( = 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 recorded. If the mark has been poor or it has not been found at the upper end of a lift marked with "EM" by the driller, there is a comment of this in the list. Core orientation was carried out by using Ezy-Mark system in boreholes OL-KR43 and OL-KR43B. When utilized, Ezy-Mark tool was locked into the core lifter case of inner tube and set into the core barrel. Before drilling starts the core barrel with marking tool is lowered against the hole bottom, when the pencil of the orientation head makes a mark on the hole bottom and pins of the tool are pressed consistently with the profile of the hole bottom. When the tool reaches the bottom, orientation balls of the tool are locked in their lowest position, which is the lower side of inclined hole. During drilling marking tool slides above drilled core inside the core barrel. After drilling is finished, inner tube with sample and tool is normally pulled out by wire line. Core orientation can be done, when the tool is twisted into Ezy-Mark Orientation Cradle (Figure 7) so that orientation balls can be seen from the slot of the cradle. When core sample is set into the cradle and
27 orientation head is aligned respectively with the shape of the core face and pencil mark, can orientation be drawn on the outer surface of core using cradle's edge. If pencil mark does not exist, the core can still be orientated by using only pins of the orientation head. Block marking "EM" is used with this method. Orientation of samples was utilized to determine the direction of fractures and other linear and ar features in the core. 4.2 The effects of drilling to the sample quality Core loss due to rock breaking or grinding occurred in borehole OL-KR43 in eight places. The total length of the core losses was 1.39 m. In few places, the ends of core samples had signs of rotation but there was no significant core loss. Total length of the core losses in borehole OL-KR43B was 0.53 m in two separate sections. Mainly the core loss occurred close to the rock surface. Measured core losses are shown in Appendix 8.17. The sample quality is better while drilling with triple tube core barrel than drilling with conventional double tube core barrel. In addition the sample quality is better when using an automatic drill rig, because the drilling is controlled by the computer continuously by taking several measurements per second. 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. In addition, soft fracture fillings will be preserved much better. Furthermore, there is much less drill cuttings on the core surface, in the breaks and fractures. 4.3 Rock quality According to petrological studies of Olkiluoto based on bedrock mapping, drill core logging and related mineralogical and geochemical investigations carried out since 1988, the rock types of Olkiluoto can be divided into five major classes: 1) migmatitic gneisses, 2) homogeneous mica-bearing gneisses, 3) homogeneous tonalite granodiorite granite gneisses (TGG-gneisses), 4) amphibolites and other mafic gneisses and 5) pegmatitic granites. In addition, narrow diabase dykes occur sporadically. The migmatites can be divided into three subgroups in terms of their structural types: veined gneisses, stromatic
28 Figure 7. Drawing of the orientation line to the core sample with Ezy-Mark orientation tool (Photos 2iC Australia Pty Ltd). gneisses and diatexitic gneisses. The leucosomes of the veined gneisses show vein-like, more or less linear traces with some features similar to large-scale augen structures. Planar, linear leucosome dykes characterize the stromatic gneisses, while the migmatite structure of the diatexitic gneisses is more asymmetric and gular. The typical migmatites of Olkiluoto comprise 20-40 % granitic leucosome in average. The homogeneous or sometimes banded gneisses include mica-bearing quartz gneisses, mica gneisses and hornblende or pyroxene-bearing mafic gneisses. The TGG gneisses are medium-grained, relatively homogeneous rocks that can show a weak metamorphic banding or mylonitic foliation, but they can also resemble plutonic, unfoliated rocks. The pegmatitic granites are leucocratic, very coarse-grained rocks, which sometimes contain large garnet porphyroblasts and also tourmaline and cordierite phenocrysts. Mica gneiss inclusions and xenoliths are typical of the wider pegmatite dykes. The veined gneisses account for 43% of the volume of the domain, the stromatic gneisses for 0.4% and the diatexitic gneisses for 21 %. The pegmatitic granites make up 20 % of the bedrock, the homogeneous mica gneisses 7 %, the mafic gneisses 1 % and the TGG gneisses the remaining 8% (Karki & Paulamaki 2006). Rock reported in boreholes OL-KR43 and OL-KR43B consists mainly of migmatite types, veined gneiss (VGN) and diatexitic gneiss (DGN). The next most abundant rock types are pegmatitic granite (PGR) and tonalitic-granodioritic-granitic gneisses (TGGgneisses ). Mafic gneiss (MFGN) is reported in two sections in the upper part of borehole OL-KR43. All rock types reported in these boreholes have been described earlier in the area. Rock types are classified by the main rock type, which can have sections of minor rock types. Rock is classified in main rock category, when section is over five metres long and
29 respectively as minor rock type category if the length of section is less than five metres. Sometimes, when there is variation inside the main rock type section (for example there are changes of leucosome content), the differing parts of the same rock type are divided into minor rock type categories as subdivisions of the main rock type. Migmatitic gneisses comprise fine to medium grained mica rich bands and light medium to coarse grained granitic bands. Veined gneisses are mainly moderately foliated (BAN2), but occasionally there are also weakly or strongly (BAN1, BAN3) foliated parts. In diatexitic gneisses foliation is mainly gular (IRR) or weak (BAN1) because of high leucosome content and gular nature of the rock type. The main minerals of migmatites are quartz, feldspars and biotite. TGG- gneisses reported in borehole OL-KR43 are mainly granodioritic or tonalitic. Foliation texture is gneissic type. In gneissic type of rock foliation degree is mainly weak (GNE1). The texture of pegmatitic granite is typically massive (MAS). The main minerals are feldspars, quartz and biotite. The texture of mafic gneisses is massive or gneissic. Mafic gneisses contain chloritebiotite and hornblende rich sections. Hornblende rich sections are homogenious. Petrographical description along the borehole is presented in Appendix 8.12. Graphic log showing the rock types and fracture frequency is presented in Figure 8. Drill core of borehole OL-KR43 is mainly unweathered or from unweathered to slightly weathered (RpO, RpO(Rp 1 ), Rp0-1 ). 12 sections (totally 76.57 m) of slightly weathered rock (Rp1) were observed. Slightly to strongly weathered rock (Rp1(Rp2) and Rp1-2) was observed in six sections (totally 8.80 m) and totally weathered (Rp3) rock was observed in two sections (totally 0.72 m). Weathering is strongest in sections to fractured zones. Drill core of borehole OL-KR43B is mainly unweathered (RpO) (37.91 m). One section from unweathered to slightly weathered rock (Rp0-1) was observed (totally 0.45 m) and one section of slightly weathered rock (Rp1) was observed 1.44 m. The weathering degree ofboth holes is shown in Appendix 8.13.
30 - Mica D Dlatexlt Stromatic Veined Pegmatltlc - Dlabase K-feclspar D gneiss Mafic gnei.. TGGgnei... s gnei.. gnei.. granite porphyr Quartzltlc gneiss D No fractured zones Rilll D - RiiV RiV Figure 8. Graphic log of the borehole showing rock types and fracture frequency (data from Appendices 8.12 and 8.16).
31 Dip and dip direction of foliation were determined by using measured alfa and beta angles of foliation. Dip and dip direction of foliation vary considerably. Mainly the dip varied between 20 and 50 degrees and dip direction between 150 and 210 degrees. The average values of measured dips and dip directions are 38 degrees and 178 degrees in borehole OL-KR43. Foliation intensity and foliation angles have been presented in Appendix 8.14. 4.4 Fracturing Fractures in the drill core are mostly of filled type. Fracture fillings are most commonly sulphides (pyrite, pyrrhotite ), white kaoline or white or light gray onate and black chlorite. Some clay was also observed as fracture filling. 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. The thickest fracture filling is about 57 centimetres between the depths of 647.22 and 647.79 m. It is a section which consists of crushed and loose rock material and clay and it is reported as a fracture. 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 some filled fractures, are healed. In total, 288 healed or partly healed fractures were intersected, which means about 18 % of all fractures in borehole OL-KR43. In total, 10 healed or partly healed fractures were intersected, which means about 15 %of all fractures in borehole OL-KR43B. In total, 12 clay filled, 40 grain filled and 300 slickensided fractures were observed in borehole OL-KR43. In total, three clay filled, one slickensided, three grain filled and one open fractures were observed in borehole OL-KR43B. Slickensided fractures occur thh the core but most of them are in or near the zones of higher fracture density. Detailed list of the fractures presented in Appendix 8.15. Morphology of the fractures varies significantly. Most commonly surfaces are ed with a semih and gular with a semih (JRC-number 15-20). Other common morphologies are ar and semih (JRC-number 7-14). However, different variations are common. The average fracture frequency in borehole OL-KR43 is 1.6 fractures per metre and 1.5 fractures per metre in OL-KR43B. The mean RQD value for borehole OL-KR43 is
32 96.2 o/o and 97.7 % for borehole OL-KR43B. Fracture frequency and RQD value are shown graphically in Figure 8. The full logs of the natural fracture frequency, all fractures (artificial breaks and natural fractures) and RQD are presented in Appendix 8.16. There is variation in the fracture directions. The fractures coincident with the direction of foliation are common. Dip directions of these fractures are to south and dip is mainly between 35 and 60 degrees. Another separable fracture direction is almost vertical with dip direction to between north and north-east but also to between south and south-west. Figure 9 shows the dip directions and the dips of the fractures on an equal-area lower hemisphere projection. The directions have been corrected using the directional survey data ofmaxibor instrument. In borehole OL-KR43 24 zones of strongly fractured rock were intersected. 15 zones are fracture-structured (Rill!), five are crush-structured zones (RiiV), three zones are a combination of fracture-structured and crush-structured rock and one zone is of fracture-, crush- and clay-structured rock. Total length of all these sections is 51.37 m, which is about 5.4 % of the total core sample of this borehole. In borehole OL-KR43B one fracture-structured (Rilll) zone was intersected. The length of this section is 1.39 m, which is about 3.2% of the core sample of this borehole. Fractured zones are presented in Appendix 8.17. 4.5 Core orientation The aim was to orient core samples as much as possible in order to measure geological features. In borehole OL-KR43 178 orientation operations were carried out. Twenty orientation marks had to be rejected. In total, 891.56 metres (92.9 %) of the core was oriented. The average length of oriented core per one successful marking operation was 5.64 metres. The length of consistent oriented sections varied from 1.16 to 86.21 metres. In borehole OL-KR43B nine orientation operations were carried out. One orientation mark had to be rejected. In total 41.35 m (96.0 o/o) of core was oriented. The results are shown in Appendix 8.18. The few failures in the orientation operations were probably caused by loose pieces of core from the previous run in the bottom of borehole. Another possible reason was unintended misuse of the orientation tool when orientation line was drawn on core surface. Therefore the marks did not match with other marks and they were deemed unreliable. Due to this some marks were distorted.
33 N Figure 8. Dip directions/dips of fractures on an equal-area lower hemisphere projection. Contours presented are 1, 2, 3, 5 and 8 %. 4.6 Core discing Between the depths of 985.35 and 985.56 m in granitic leucosome section core discing was occurred. There were few open fractures and several number of marks of incomplete core discing. Core discing is presented in Appendix 8.19.
35 5. ROCK MECHANICS 5.1 Rock mechanical field tests on core samples Rock strength and deformation property tests were made with a Rock Tester-equipment. The device is meant for field testing of rock cores to evaluate rock strength and deformation parameters. The rock cores tested can be unprepared and the test itself is easy to perform. Samples for the testing from borehole OL-KR43 were taken about every 30 m, or if there was variation in alteration of the rock. Young's Modulus (E), Poisson's ratio (v) and Modulus of Rupture (Smax) 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 50.2 mm. The test arrangement is shown in Figure 10. Young's Modulus describes the stiffness of rock in the condition of isotropic elasticity. This can be calculated based on Hooke's reduced law (Equation 5.1.1) [Pa] (5.1.1) cr = stress [Pa] Ea = axial strain 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 ofrupture are read directly from the Bend test measurement. The uniaxial compressive strength crc of the rock 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 ls 50, which is determined in the test, is multiplied by 20 and the resulting value corresponds to the uniaxial compressive strength (Pohjanpedi et al. 2005).
36 u L>3,5D DUU3 L Figure 10. Bend test. Radial and axial strain gauges glued on the core sample. In the point load test the load is increased until the core sample breaks (Fig. 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 thh the load points. The point load number Is is calculated from the Equation 5.1.3. [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 therefore corrected to the point load index 1 850 (i.e. a 50 mm diameter core) using Equations 5.1.4 and 5.1.5. The index Is 5 o is then correlated with the uniaxial compressive strength of the rock by multiplying the index by a coefficient of 20. The result is not dependent on the sample size. (5.1.4) ( F=- 50 DJ o,4s (5.1.5)
37 Figure 11. Point load test. + D ' 5.2 Strength and elastic properties Samples for testing the strength and elastic properties of the rock were taken about every 30 m or when the new main rock type occurs. Sample should be one piece at least 0.25 m long without any healed fractures or not remarkably micro fractured. In total, 34 samples were taken (veined gneiss (VGN) 22, diatexitic gneiss (DGN) 5, pegmatite (PGR) 3 and TGG-gneisses (TGG) 4 samples). One Bend test and two Point load tests were done with each sample. Differences in measurements are caused by the variability in the foliation intensity and grain size. Before these measurements, the following parameters were logged; angles of a foliation versus point load tests, rock type, foliation intensity and description of foliation. The description of foliation versus point-loaded samples is given in Appendix 8.20. The mean uniaxial compressive strength of all samples is 131 MPa. The Young's Modulus of all samples is 37 GPa. The average Poisson's ratio of all samples is 0.19. The rock mechanical test results are presented in Appendix 8.20, where the mean strength and elastic properties are presented. Uniaxial compressive strength, Young's Modulus and Modulus of Rupture ofboth rock types versus depth are shown in Figure 12.
38 0.0 100.0 200.0 300.0 400.0 500.0 Depth (m] 600.0 700.0 800.0 900.0 1000.0 Figure 12. Uniaxial compressive strength, elastic modulus, and Modulus of Rupture versus depth
39 6. SUMMARY Posiva Oy submitted an application to the Finnish Government in May 1999 for the Decision in Principle to choose Olkiluoto in the municipality of Eurajoki as the site of the final disposal facility for spent nuclear fuel. A positive decision was made at the end of 2000 by the Government. The Finnish Parliament ratified the decision 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 core drilled a 1000.26 m deep borehole in the area. The borehole identification number is OL KR43. Because the precollar for borehole OL-KR43 was done by down-the-hole percussion drilling, another borehole, OL-KR43B, was core drilled to attain full rock sample coverage also from the upper part of the bedrock. Depth of the borehole is 45.01 m. The core was drilled using a triple tube core barrel which had a split inner sample tube. During the drilling, the electric conductivity and the volume of drilling and returning water were monitored. The monitoring was aimed to get additional information of the bedrock quality. In boreholes OL-KR43 and OL-KR43B the electric conductivity of the drilling water and returning water varied from 20.1 to 24.1 ms/m and from 19.7 to 99.6 ms/m, respectively. The drill rig on boreholes OL-KR43 and OL-KR43B was computer controlled and drilling parameters were recorded. Drilling water was marked with sodium fluorescein as the label agent. During the drilling and flushing of borehole OL-KR43 about 1103 m 3 of water was used. The amount of returning water in borehole OL-KR43 was about 916m 3 During the drilling and flushing ofborehole OL-KR43B about 16m 3 of water was used. The amount of returning water in borehole OL-KR43B was about 13 m 3 After the drilling, the borehole OL-KR43 was flushed by pumping about 42 m 3 of water from the bottom of the borehole and about 11 m 3 of water from the borehole OL-KR43B. The deviation of the borehole OL-KR43 was measured with Reflex EMS- and Reflex Maxibor- deviation survey tools and OL-KR43B was measured with EMS- deviation survey tool. According to the Maxibor results deviation of the borehole OL-KR43 at the depth of 978 metres is 104.72 meters to the right and the vertical deviation is 103.13 metres upwards.
40 Uniaxial compressive strength, Young's Modulus, and Poisson's ratio were determined from the core samples. The average uniaxial compressive strength is 131 MPa, Young's Modulus 37 GPa and Poisson's ratio 0.19. Main rock types intersected by the boreholes are migmatitic gneisses (veined gneiss (VGN) and diatexitic gneiss (DGN)), tonalitic-granodioritic-granitic gneiss (TGG) and pegmatite granite (PGR) but also mafic gneiss (MFGN) with slight occurrence. Rock samples are mostly unweathered or only slightly weathered. Filled fracture is the most common fracture type. The average fracture frequency in borehole OL-KR43 is 1.6 fractures per metre and in OL-KR43B 1.5 fractures per metre. Mean RQD values of boreholes OL-KR43 and OL-KR43B are 96.2% and 97.7 %, respectively. During drilling work 301 fractures with slickenside surfaces, 15 clay filled, 43 grain filled and one open fractures were intersected. In borehole OL-KR43 24 strongly fractured zones and in borehole OL-KR43B one strongly fractured zone were intersected. In borehole OL-KR43 92.9 % and in borehole OL-KR43B 96.0 % of the core was oriented.
41 7. REFERENCES Barton, N. & Choubey, V., 1977. The shear strength of rock joints in theory and practice. Rock Mechanics 1, s. 1-54. Springer-Verlag. Gardemeister, R., Johansson, S., Korhonen, P., Patrikainen, P., Tuisku, T. & Vahasatja, P. 1976. Rakennusgeologisen kallioluokituksen soveltaminen. (The application of Finnish engineering geological bedrock classification, in Finnish). Espoo: Technical Recearch 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. s. 113-116. ISRM. 1985. Suggested Method for Determining Point Load Strength. International Journal Rock Mech. Min. Sci. & Geomech. Vol. 22, no 2. S. 51-60. Korhonen, K-H., Gardemeister, R., Jaaskelainen, H., Niini, H. & Vahasatja, P. 1974. Rakennusalan kallioluokitus. (Engineering geological bedrock classification, in Finnish). Espoo: Technical Recearch Centre of Finland, Geotecnical laboratory. 78 p. Research note 12. Karki. A. & Paulamaki, S., Petrology of Olkiluoto. POSIV A 2006-02. Posiva Oy, Eurajoki. Milnes, A. G., Hudson, J., Wikstrom, L. & Aaltonen, I. 2006. Foliation: Geological Background, Rock Mechanics Significance, and Preliminary Investigations at Olkiluoto. Working Report 2006-03. Posiva Oy, Eurajoki. Pohjanpera, P., Wanne, T. & Johansson, E. 2005. Point load test results from Olkiluoto area- Determination of strength of intact rock from boreholes KR1-KR28 and PHI. Working Report 2005-59. Posiva Oy, Eurajoki. Saltikoff, B. 1972. Mineraalinimisanasto. Espoo, Geological Survey of Finland. Report of Investigation N:o 11 (in Finnish). 82 pages. ISBN 951-690-044-5.
42
43 List of core boxes, OL-KR43 Appendix 8.1 Number Section, m - m Number Section, m - m 1 40.35-44.53 51 252.56-256.98 2 44.53-49.14 52 256.98-261.37 3 49.14-53.55 53 261.37-265.83 4 53.55-58.03 54 265.83-270.11 5 58.03-62.49 55 270.11-274.68 6 62.49-67.02 56 274.68-279.33 7 67.02-70.92 57 279.33-283.98 8 70.92-75.17 58 283.98-288.58 9 75.17-79.20 59 288.58-293.03 10 79.20-83.65 60 293.03-297.46 11 83.65-88.03 61 297.46-301.99 12 88.03-92.29 62 301.99-306.00 13 92.29-96.08 63 306.00-310.20 14 96.08-100.70 64 310.20-314.70 15 100.70-104.92 65 314.70-319.11 16 104.92-109.58 66 319.11-323.80 17 109.58-114.10 67 323.80-328.37 18 114.10-118.61 68 328.37-332.64 19 118.61-122.49 69 332.64-336.97 20 122.49-126.23 70 336.97-340.95 21 126.23-130.10 71 340.95-345.28 22 130.10-134.03 72 345.28-349.47 23 134.03-138.55 73 349.47-353.96 24 138.55-143.00 74 353.96-358.48 25 143.00-147.36 75 358.48-363.14 26 147.36-151.69 76 363.14-367.10 27 151.69-155.54 77 367.10-371.45 28 155.54-159.70 78 371.45-375.93 29 159.70-163.44 79 375.93-380.52 30 163.44-167.83 80 380.52-384.98 31 167.83-171.84 81 384.98-389.58 32 171.84-176.11 82 389.58-394.24 33 176.11-180.43 83 394.24-398.65 34 180.43-184.59 84 398.65-402.77 35 184.59-188.75 85 402.77-407.34 36 188.75-192.91 86 407.34-411.81 37 192.91-197.40 87 411.81-416.42 38 197.40-201.88 88 416.42-420.92 39 201.88-205.85 89 420.92-425.21 40 205.85-210.26 90 425.21-429.61 41 210.26-214.64 91 429.61-434.19 42 214.64-218.57 92 434.19-438.65 43 218.57-223.31 93 438.65-442.80 44 223.31-227.58 94 442.80-447.42 45 227.58-232.06 95 447.42-452.07 46 232.06-236.22 96 452.07-456.46 47 236.22-240.13 97 456.46-461.06 48 240.13-243.74 98 461.06-465.51 49 243.74-248.30 99 465.51-470.03 50 248.30-252.56 100 470.03-474.61
44 List of core boxes, OL-KR43 Appendix 8.1 Number Section, m - m Number Section, m- m 101 474.61-479.14 151 695.22-699.54 102 479.14-483.80 152 699.54-703.71 103 483.80-488.23 153 703.71-707.78 104 488.23-492.62 154 707.78-712.26 105 492.62-497.25 155 712.26-716.53 106 497.25-501.85 156 716.53-720.85 107 501.85-506.33 157 720.85-725.16 108 506.33-511.00 158 725.16-729.19 109 511.00-515.54 159 729.19-733.37 110 515.54-520.21 160 733.37-737.37 Ill 520.21-524.49 161 737.37-741.68 112 524.49-528.97 162 741.68-745.77 113 528.97-533.44 163 745.77-750.31 114 533.44-537.84 164 750.31-754.06 115 537.84-542.39 165 754.06-758.35 116 542.39-546.94 166 758.35-762.12 117 546.94-551.35 167 762.12-766.20 118 551.35-555.92 168 766.20-770.15 119 555.92-560.45 169 770.15-774.43 120 560.45-565.06 170 774.43-778.71 121 565.06-569.43 171 778.71-783.17 122 569.43-573.84 172 783.17-787.62 123 573.84-578.18 173 787.62-792.14 124 578.18-582.52 174 792.14-796.50 125 582.52-586.70 175 796.50-800.33 126 586.70-591.30 176 800.33-804.82 127 591.30-595.51 177 804.82-809.46 128 595.51-599.76 178 809.46-813.88 129 599.76-604.06 179 813.88-817.94 130 604.06-608.48 180 817.94-822.43 131 608.48-612.75 181 822.43-826.47 132 612.75-616.71 182 826.47-830.21 133 616.71-621.27 183 830.21-834.61 134 621.27-625.54 184 834.61-838.93 135 625.54-630.21 185 838.93-843.11 136 630.21-634.62 186 843.11-847.53 137 634.62-638.90 187 847.53-851.90 138 638.90-643.14 188 851.90-855.75 139 643.14-648.00 189 855.75-859.92 140 648.00-651.80 190 859.92-864.12 141 651.80-656.40 191 864.12-868.62 142 656.40-660.78 192 868.62-872.99 143 660.78-665.17 193 872.99-877.43 144 665.17-669.45 194 877.43-881.57 145 669.45-674.00 195 881.57-886.07 146 674.00-678.16 196 886.07-890.66 147 678.16-682.60 197 890.66-895.27 148 682.60-686.84 198 895.27-899.83 149 686.84-691.03 199 899.83-903.59 150 691.03-695.22 200 903.59-907.90
45 List of core boxes, OL-KR43 Appendix 8.1 Number Section, m - m 201 907.90-912.36 202 912.36-916.78 203 916.78-921.02 204 921.02-924.93 205 924.93-929.39 206 929.39-934.03 207 934.03-937.94 208 937.94-942.57 209 942.57-946.59 210 946.59-950.52 211 950.52-954.23 212 954.23-958.60 213 958.60-963.04 214 963.04-967.73 215 967.73-972.26 216 972.26-976.49 217 976.49-980.62 218 980.62-984.35 219 984.35-988.48 220 988.48-993.08 221 993.08-997.25 222 997.25-1000.26
46 List of core boxes, OL-KR43B Appendix 8. 1 Number Section, m - m 1 1.95-6.17 2 6.17-10.51 3 10.51-14.60 4 14.60-18.99 5 18.99-23.24 6 23.24-27.73 7 27.73-31.24 8 31.24-35.31 9 35.31-39.33 10 39.33-43.43 11 43.43-45.01
47 Lifts, OL-KR43 Appendix 8.2 Lifts, m Lifts, m Lifts, m Lifts, m Lifts, m 40.35 171.52 304.98 442.80 574.40 41.23 174.21 307.65 445.58 576.10 44.19 177.30 310.38 448.32 578.91 47.24 180.43 313.06 451.35 580.63 50.22 183.46 316.17 454.10 583.70 52.96 186.16 318.88 454.35 586.46 55.84 189.25 321.58 457.45 589.10 58.61 191.96 324.65 460.16 592.25 61.75 193.40 327.40 462.95 594.84 64.51 196.53 330.06 466.09 597.47 67.55 199.35 332.18 467.90 597.78 70.64 202.50 334.98 470.25 599.18 73.55 205.35 338.10 473.23 600.79 76.45 207.68 340.95 476.08 603.80 79.20 210.53 343.98 478.87 606.53 82.27 213.70 346.72 481.65 609.30 84.93 216.55 349.47 484.50 612.35 88.03 217.70 352.55 487.35 613.72 90.75 218.57 355.30 490.45 615.43 93.77 221.18 358.05 493.14 615.82 96.67 224.28 361.12 495.97 618.75 99.20 227.00 363.80 499.07 621.62 100.70 227.95 365.23 501.85 624.70 103.40 231.12 368.24 504.60 627.40 105.74 233.87 371.10 507.65 630.40 108.72 236.95 374.16 510.73 631.20 111.48 240.13 376.97 513.57 633.71 114.20 242.98 380.10 514.61 634.94 117.35 246.15 382.95 514.69 638.08 120.05 248.97 386.10 517.70 640.95 122.95 252.08 388.85 520.79 642.65 125.10 254.89 391.60 523.54 645.70 128.26 258.05 394.68 526.54 648.75 130.95 260.90 397.42 529.25 650.15 132.45 264.00 400.18 532.03 653.15 133.55 266.85 402.77 535.10 656.14 134.03 269.90 405.45 537.84 658.86 137.20 272.58 408.30 540.62 661.87 139.94 275.65 411.45 543.65 664.66 142.61 278.40 414.20 546.38 667.35 145.73 281.52 416.95 549.47 670.40 148.40 284.25 420.05 552.18 673.50 151.15 287.27 422.80 554.58 676.18 154.20 290.13 425.57 557.34 679.26 156.91 293.03 428.68 560.05 682.04 159.99 295.85 431.40 563.20 685.10 162.70 296.90 434.30 565.90 686.08 165.76 299.16 437.05 568.65 689.13 168.44 302.00 439.78 571.77 692.22
48 Lifts, OL-KR43 Appendix 8.2 Lifts, m Lifts, m Lifts, m 694.95 822.72 948.95 697.70 825.77 951.60 700.45 828.62 954.23 702.92 831.80 957.32 706.08 834.61 960.01 708.85 837.30 963.04 711.60 840.47 965.79 712.26 843.25 968.94 712.55 846.33 971.54 715.55 849.14 974.31 718.30 852.16 977.02 720.85 852.72 980.13 723.67 854.05 982.88 726.67 857.23 985.16 729.52 859.92 987.48 732.51 862.93 990.52 735.21 865.75 993.30 735.78 868.76 996.30 738.95 871.39 999.07 741.68 872.64 1 000.26 744.50 875.81 747.52 878.63 750.31 879.05 753.42 881.35 756.23 884.21 759.37 887.21 762.12 889.97 764.78 892.67 766.71 895.75 767.21 898.57 770.25 901.57 772.95 903.04 776.00 903.40 778.71 905.93 781.44 909.10 784.43 911.95 787.11 914.95 790.23 917.79 792.79 920.33 794.92 923.31 796.76 926.04 799.85 928.63 802.51 931.73 805.21 934.45 808.28 934.88 811.08 937.94 814.14 940.72 816.82 943.32 819.93 945.91
49 Lifts, OL-KR43B Appendix 8.2 Lifts, m 5.34 8.30 10.97 13.72 16.74 19.44 22.15 25.21 27.93 30.59 32.25 34.94 37.63 40.70 43.43 45.01
50
51 Appendix 8.3 lt l'l l SUOMEN MALMI OY Suomen Malmi Oy Maxibor survey P.O.Box 10 Fl-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 978 Survey date: 4.10.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Z: 13.06 Dip: 61.46 Report date: 21.11.2006...... Station Eastlng Depth Dip Azimuth --'H 0 6 792 974.00 1 524 697.43 13.06 61.46 357.30 3 6 792 975.43 1 524 697.36 10.42 61.05 359.67 6 6 792 976.88 1 524 697.35 7.80 61.11 359.35 9 6 792 978.33 1 524 697.34 5.17 60.95 358.60 12 6 792 979.79 1 524 697.30 2.55 60.66 357.30 15 6 792 981.26 1 524 697.23-0.06 60.33 355.93 18 6 792 982.74 1 524 697.13-2.67 59.82 354.70 21 6 792 984.24 1 524 696.99-5.27 60.07 353.78 24 6 792 985.73 1 524 696.83-7.86 59.24 353.03 27 6 792 987.25 1 524 696.64-10.44 58.97 351.87 30 6 792 988.78 1 524 696.42-13.01 58.73 350.84 33 6 792 990.32 1 524 696.17-15.58 58.40 350.30 36 6 792 991.87 1 524 695.91-18.13 58.04 350.03 39 6 792 993.43 1 524 695.63-20.68 57.71 349.79 42 6 792 995.01 1 524 695.35-23.21 57.48 349.80 45 6 792 996.60 1 524 695.06-25.74 57.37 349.88 48 6 792 998.19 1 524 694.78-28.27 57.37 349.94 51 6 792 999.78 1 524 694.50-30.80 57.27 350.01 54 6 793 001.38 1 524 694.22-33.32 57.26 350.04 57 6 793 002.98 1 524 693.93-35.84 57.21 350.07 60 6 793 004.58 1 524 693.65-38.37 57.27 350.03 63 6 793 006.18 1 524 693.37-40.89 57.19 350.01 66 6 793 007.78 1 524 693.09-43.41 57.17 350.06 69 6 793 009.38 1 524 692.81-45.93 57.04 350.05 72 6 793 010.99 1 524 692.53-48.45 57.03 350.01 75 6 793 012.60 1 524 692.25-50.97 57.00 350.02 78 6 793 014.20 1 524 691.96-53.48 57.06 350.01 81 6 793 015.81 1 524 691.68-56.00 57.03 349.97 84 6 793 017.42 1 524 691.40-58.52 56.95 350.01 87 6 793 019.03 1 524 691.11-61.03 56.88 349.98 90 6 793 020.64 1 524 690.83-63.54 57.00 349.94 93 6 793 022.25 1 524 690.54-66.06 56.86 349.98 96 6 793 023.87 1 524 690.26-68.57 56.81 350.00 99 6 793 025.49 1 524 689.97-71.08 56.84 350.03 102 6 793 027.10 1 524 689.69-73.59 56.85 350.06 105 6 793 028.72 1 524 689.40-76.11 56.78 350.01 108 6 793 030.34 1 524 689.12-78.62 56.76 350.02 111 6 793 031.96 1 524 688.83-81.12 56.75 350.00 114 6 793 033.58 1 524 688.55-83.63 56.78 350.06 117 6 793 035.19 1 524 688.26-86.14 56.69 350.09 120 6 793 036.82 1 524 687.98-88.65 56.56 350.08 123 6 793 038.45 1 524 687.70-91.15 56.56 350.07 126 6 793 040.07 1 524 687.41-93.66 56.60 350.04
52 Appendix 8.3.t l'l l SUOMEN MALMI OY Suomen Malmi Oy Maxibor survey P.O.Box 10 Fl-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 978 Survey date: 4.10.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Z: 13.06 Dip: 61.46 Report date: 21.11.2006 Station Northing Ea sting Depth Dip Azimuth 129 6 793 041.70 1 524 687.12-96.16 56.45 350.03 132 6 793 043.33 1 524 686.84-98.66 56.53 349.97 135 6 793 044.96 1 524 686.55-101.16 56.52 349.91 138 6 793 046.59 1 524 686.26-103.67 56.51 349.87 141 6 793 048.22 1 524 685.97-106.17 56.57 349.86 144 6 793 049.85 1 524 685.68-108.67 56.55 349.85 147 6 793 051.48 1 524 685.39-111.18 56.45 349.81 150 6 793 053.11 1 524 685.09-113.68 56.43 349.74 153 6 793 054.74 1 524 684.80-116.17 56.58 349.67 156 6 793 056.37 1 524 684.50-118.68 56.55 349.65 159 6 793 057.99 1 524 684.20-121.18 56.67 349.58 162 6 793 059.61 1 524 683.91-123.69 56.55 349.43 165 6 793 061.24 1 524 683.60-126.19 56.68 349.33 168 6 793 062.86 1 524 683.30-128.70 56.73 349.25 171 6 793 064.48 1 524 682.99-131.21 56.63 349.10 174 6 793 066.10 1 524 682.68-133.71 56.67 349.02 177 6 793 067.71 1 524 682.36-136.22 56.63 348.96 180 6 793 069.33 1 524 682.05-138.72 56.54 348.90 183 6 793 070.96 1 524 681.73-141.23 56.57 348.88 186 6 793 072.58 1 524 681.41-143.73 56.50 348.94 189 6 793 074.20 1 524 681.09-146.23 56.45 348.95 192 6 793 075.83 1 524 680.78-148.73 56.46 348.93 195 6 793 077.46 1 524 680.46-151.23 56.47 348.91 198 6 793 079.08 1 524 680.14-153.73 56.39 348.88 201 6 793 080.71 1 524 679.82-156.23 56.38 348.84 204 6 793 082.34 1 524 679.50-158.73 56.47 348.83 207 6 793 083.97 1 524 679.18-161.23 56.45 348.86 210 6 793 085.60 1 524 678.86-163.73 56.40 348.90 213 6 793 087.22 1 524 678.54-166.23 56.32 348.90 216 6 793 088.86 1 524 678.22-168.73 56.43 348.92 219 6 793 090.49 1 524 677.90-171.23 56.36 348.96 222 6 793 092.12 1 524 677.58-173.72 56.30 348.96 225 6 793 093.75 1 524 677.26-176.22 56.36 349.00 228 6 793 095.38 1 524 676.94-178.72 56.27 349.04 231 6 793 097.02 1 524 676.63-181.21 56.32 349.06 234 6 793 098.65 1 524 676.31-183.71 56.25 349.13 237 6 793 100.29 1 524 676.00-186.20 56.28 349.24 240 6 793 101.92 1 524 675.69-188.70 56.25 349.39 243 6 793 103.56 1 524 675.38-191.19 56.16 349.49 246 6 793 105.20 1 524 675.07-193.68 56.21 349.56 249 6 793 106.84 1 524 674.77-196.18 56.19 349.62 252 6 793 108.49 1 524 674.47-198.67 56.18 349.67 255 6 793110.13 1524674.17-201.16 56.23 349.76
53 Appendix 8.3 U3l.t l'll SUOMEN MALMI OY Suomen Malmi Oy Maxibor survey P.O.Box 10 Fl-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 978 Survey date: 4.10.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Z: 13.06 Dip: 61.46 Report date: 21.11.2006 Station Nuw-:-.;. IY...t.L 258 6 793 111.77 1 524 673.87-203.66 56.25 349.90 261 6 793 113.41 1 524 673.58-206.15 56.24 349.99 264 6 793 115.05 1 524 673.29-208.65 56.20 350.02 267 6 793 116.70 1 524 673.00-211.14 56.24 349.98 270 6 793 118.34 1 524 672.71-213.63 56.23 349.97 273 6 793 119.98 1 524 672.42-216.13 56.21 349.94 276 6 793 121.62 1 524 672.13-218.62 56.33 349.93 279 6 793 123.26 1 524 671.84-221.12 56.37 349.89 282 6 793 124.90 1 524 671.55-223.61 56.28 349.85 285 6 793 126.54 1 524 671.26-226.11 56.32 349.81 288 6 793 128.17 1 524 670.96-228.61 56.31 349.82 291 6 793 129.81 1 524 670.67-231.10 56.37 349.86 294 6 793 131.45 1 524 670.37-233.60 56.42 349.89 297 6 793 133.08 1 524 670.08-236.10 56.41 349.87 300 6 793 134.71 1 524 669.79-238.60 56.45 349.85 303 6 793 136.35 1 524 669.50-241.10 56.47 349.88 306 6 793 137.98 1 524 669.21-243.60 56.48 349.89 309 6 793 139.61 1 524 668.92-246.10 56.44 349.95 312 6 793 141.24 1 524 668.63-248.60 56.43 349.99 315 6 793 142.88 1 524 668.34-251.10 56.34 350.01 318 6 793 144.51 1 524 668.05-253.60 56.39 350.01 321 6 793 146.15 1 524 667.76-256.10 56.46 350.01 324 6 793 147.78 1 524 667.48-258.60 56.33 350.02 327 6 793 149.42 1 524 667.19-261.09 56.41 349.99 330 6 793 151.05 1 524 666.90-263.59 56.33 349.99 333 6 793 152.69 1 524 666.61-266.09 56.28 350.02 336 6 793 154.33 1 524 666.32-268.58 56.30 350.00 339 6 793 155.97 1 524 666.03-271.08 56.31 349.99 342 6 793 157.61 1 524 665.74-273.58 56.35 349.95 345 6 793 159.25 1 524 665.45-276.07 56.35 349.94 348 6 793 160.88 1 524 665.16-278.57 56.23 349.87 351 6 793 162.52 1 524 664.87-281.06 56.27 349.83 354 6 793 164.16 1 524 664.57-283.56 56.25 349.82 357 6 793 165.80 1 524 664.28-286.05 56.22 349.77 360 6 793 167.45 1 524 663.98-288.55 56.27 349.71 363 6 793 169.09 1 524 663.69-291.04 56.35 349.69 366 6 793 170.72 1 524 663.39-293.54 56.31 349.65 369 6 793 172.36 1 524 663.09-296.04 56.25 349.62 372 6 793 174.00 1 524 662.79-298.53 56.27 349.62 375 6 793 175.64 1 524 662.49-301.02 56.17 349.61 378 6 793 177.28 1 524 662.19-303.52 56.21 349.61 381 6 793 178.92 1 524 661.89-306.01 56.20 349.59 384 6 793 180.56 1 524 661.59-308.50 56.22 349.60 Depth Dip Azimuth
54 Appendix 8.3 l.t l'l l SUOMEN MALMI OY Suomen Malmi Oy Maxibor survey P.O.Box 10 Fl-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 978 Survey date: 4.10.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Z: 13.06 Dip: 61.46 Report date: 21.11.2006 Station Northing Easting Depth Dip Azimuth 387 6 793 182.20 1 524 661.28-311.00 56.12 349.57 390 6 793 183.85 1 524 660.98-313.49 56.17 349.53 393 6 793 185.49 1 524 660.68-315.98 56.10 349.54 396 6 793 187.13 1 524 660.37-318.47 56.05 349.49 399 6 793 188.78 1 524 660.07-320.96 56.14 349.47 402 6 793 190.42 1 524 659.76-323.45 56.07 349.50 405 6 793 192.07 1 524 659.46-325.94 56.08 349.53 408 6 793 193.72 1 524 659.15-328.43 56.03 349.51 411 6 793 195.37 1 524 658.85-330.92 56.02 349.49 414 6 793 197.01 1 524 658.54-333.40 55.96 349.52 417 6 793 198.67 1 524 658.24-335.89 55.99 349.47 420 6 793 200.32 1 524 657.93-338.38 55.98 349.42 423 6 793 201.97 1 524 657.62-340.86 55.97 349.41 426 6 793 203.62 1 524 657.31-343.35 55.97 349.41 429 6 793 205.27 1 524 657.01-345.84 55.92 349.40 432 6 793 206.92 1 524 656.70-348.32 55.87 349.41 435 6 793 208.57 1 524 656.39-350.80 55.93 349.42 438 6 793 210.23 1 524 656.08-353.29 55.83 349.49 441 6 793 211.88 1 524 655.77-355.77 55.85 349.51 444 6 793 213.54 1 524 655.46-358.25 55.87 349.51 447 6 793 215.19 1 524 655.16-360.74 55.80 349.49 450 6 793 216.85 1 524 654.85-363.22 55.72 349.50 453 6 793 218.51 1 524 654.54-365.70 55.77 349.47 456 6 793 220.17 1 524 654.23-368.18 55.68 349.48 459 6 793 221.83 1 524 653.93-370.65 55.76 349.40 462 6 793 223.49 1 524 653.61-373.13 55.54 349.35 465 6 793 225.16 1 524 653.30-375.61 55.36 349.38 468 6 793 226.84 1 524 652.99-378.08 56.26 349.42 471 6 793 228.48 1 524 652.68-380.57 55.63 349.44 474 6 793 230.14 1 524 652.37-383.05 55.66 349.42 477 6 793 231.80 1 524 652.06-385.52 55.66 349.40 480 6 793 233.47 1 524 651.75-388.00 55.40 349.36 483 6 793 235.14 1 524 651.43-390.47 55.46 349.41 486 6 793 236.81 1 524 651.12-392.94 55.42 349.38 489 6 793 238.49 1 524 650.81-395.41 55.39 349.34 492 6 793 240.16 1 524 650.49-397.88 55.53 349.27 495 6 793 241.83 1 524 650.18-400.35 55.27 349.22 498 6 793 243.51 1 524 649.86-402.82 55.23 349.14 501 6 793 245.19 1 524 649.53-405.28 55.27 349.10 504 6 793 246.87 1 524 649.21-407.75 55.19 349.07 507 6 793 248.55 1 524 648.89-410.21 55.19 349.04 510 6 793 250.23 1 524 648.56-412.68 55.14 349.06 513 6 793 251.91 1 524 648.24-415.14 55.30 349.06
55 Appendix 8.3 l t l'il SUOMEN MALMI OY Suomen Malmi Oy Maxibor survey P.O.Box 10 Fl-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 978 Survey date: 4.10.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Z: 13.06 Dip: 61.46 Report date: 21.11.2006. - cjli.. Station l"'utumiy Depth Dip Azimuth 516 6 793 253.59 1 524 647.91-417.60 55.08 349.03 519 6 793 255.28 1 524 647.58-420.06 55.35 348.99 522 6 793 256.95 1 524 647.26-422.53 55.21 348.93 525 6 793 258.63 1 524 646.93-425.00 54.96 348.90 528 6 793 260.32 1 524 646.60-427.45 55.05 348.88 531 6 793 262.01 1 524 646.27-429.91 55.02 348.82 534 6 793 263.69 1 524 645.93-432.37 54.99 348.85 537 6 793 265.38 1 524 645.60-434.83 55.05 348.87 540 6 793 267.07 1 524 645.27-437.29 54.86 348.89 543 6 793 268.76 1 524 644.94-439.74 55.01 348.85 546 6 793 270.45 1 524 644.60-442.20 54.82 348.81 549 6 793 272.15 1 524 644.27-444.65 55.08 348.76 552 6 793 273.83 1 524 643.93-447.11 55.06 348.68 555 6 793 275.52 1 524 643.60-449.57 54.97 348.65 558 6 793 277.20 1 524 643.26-452.02 55.04 348.64 561 6 793 278.89 1 524 642.92-454.48 55.23 348.63 564 6 793 280.57 1 524 642.58-456.95 55.17 348.58 567 6 793 282.25 1 524 642.24-459.41 55.27 348.56 570 6 793 283.92 1 524 641.90-461.88 55.20 348.66 573 6 793 285.60 1 524 641.57-464.34 55.17 348.69 576 6 793 287.28 1 524 641.23-466.80 55.02 348.71 579 6 793 288.97 1 524 640.89-469.26 55.07 348.70 582 6 793 290.65 1 524 640.56-471.72 55.15 348.74 585 6 793 292.33 1 524 640.22-474.18 55.11 348.71 588 6 793 294.02 1 524 639.89-476.64 55.02 348.66 591 6 793 295.70 1 524 639.55-479.10 55.04 348.58 594 6 793 297.39 1 524 639.21-481.56 55.07 348.52 597 6 793 299.07 1 524 638.87-484.02 55.11 348.47 600 6 793 300.75 1 524 638.52-486.48 55.03 348.46 603 6 793 302.44 1 524 638.18-488.94 55.07 348.45 606 6 793 304.12 1 524 637.83-491.40 55.02 348.48 609 6 793 305.80 1 524 637.49-493.85 55.00 348.54 612 6 793 307.49 1 524 637.15-496.31 54.93 348.57 615 6 793 309.18 1 524 636.81-498.77 54.86 348.55 618 6 793 310.87 1 524 636.47-501.22 54.89 348.53 621 6 793 312.56 1 524 636.12-503.67 54.83 348.47 624 6 793 314.26 1 524 635.78-506.13 54.79 348.39 627 6 793 315.95 1 524 635.43-508.58 54.72 348.33 630 6 793 317.65 1 524 635.08-511.03 54.73 348.37 633 6 793 319.35 1 524 634.73-513.48 54.62 348.50 636 6 793 321.05 1 524 634.38-515.92 54.70 348.53 639 6 793 322.75 1 524 634.04-518.37 54.64 348.58 642 6 793 324.45 1 524 633.69-520.82 54.54 348.60
56 Appendix 8.3 l.t l'l l SUOMEN MALMI OY Suomen Malmi Oy Maxibor survey P.O.Box 10 Fl-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 978 Survey date: 4.10.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Z: 13.06 Dip: 61.46 Report date: 21.11.2006 Station Northing Ea sting Depth Dip Azimuth 645 6 793 326.15 1 524 633.35-523.26 54.46 348.59 648 6 793 327.86 1 524 633.01-525.70 54.44 348.63 651 6 793 329.57 1 524 632.66-528.14 54.43 348.66 654 6 793 331.28 1 524 632.32-530.58 54.34 348.65 657 6 793 333.00 1 524 631.97-533.02 54.28 348.71 660 6 793 334.72 1 524 631.63-535.46 54.21 348.67 663 6 793 336.44 1 524 631.29-537.89 54.26 348.63 666 6 793 338.16 1 524 630.94-540.32 54.18 348.64 669 6 793 339.88 1 524 630.59-542.76 54.15 348.64 672 6 793 341.60 1 524 630.25-545.19 54.09 348.60 675 6 793 343.32 1 524 629.90-547.62 54.12 348.60 678 6 793 345.05 1 524 629.55-550.05 54.06 348.64 681 6 793 346.77 1 524 629.21-552.48 54.06 348.65 684 6 793 348.50 1 524 628.86-554.91 53.98 348.61 687 6 793 350.23 1 524 628.51-557.33 54.03 348.62 690 6 793 351.96 1 524 628.16-559.76 53.92 348.61 693 6 793 353.69 1 524 627.82-562.19 53.51 348.60 696 6 793 355.44 1 524 627.46-564.60 53.78 348.56 699 6 793 357.18 1 524 627.11-567.02 53.67 348.58 702 6 793 358.92 1 524 626.76-569.44 53.71 348.68 705 6 793 360.66 1 524 626.41-571.85 53.57 348.73 708 6 793 362.41 1 524 626.06-574.27 53.53 348.72 711 6 793 364.15 1 524 625.71-576.68 53.52 348.72 714 6 793 365.90 1 524 625.36-579.09 53.42 348.73 717 6 793 367.66 1 524 625.02-581.50 53.35 348.67 720 6 793 369.41 1 524 624.66-583.91 53.28 348.68 723 6793371.17 1 524 624.31-586.31 53.29 348.58 726 6 793 372.93 1 524 623.96-588.72 53.22 348.57 729 6 793 374.69 1 524 623.60-591.12 53.11 348.60 732 6 793 376.46 1 524 623.24-593.52 53.07 348.57 735 6 793 378.22 1 524 622.89-595.92 53.11 348.53 738 6 793 379.99 1 524 622.53-598.32 52.99 348.53 741 6 793 381.76 1 524 622.17-600.71 52.96 348.57 744 6 793 383.53 1 524 621.81-603.11 52.86 348.57 747 6 793 385.30 1 524 621.45-605.50 52.76 348.57 750 6 793 387.08 1 524 621.09-607.89 52.78 348.55 753 6 793 388.86 1 524 620.73-610.28 52.74 348.53 756 6 793 390.64 1 524 620.37-612.66 52.71 348.54 759 6 793 392.42 1 524 620.01-615.05 52.62 348.53 762 6 793 394.21 1 524 619.65-617.43 52.54 348.51 765 6 793 396.00 1 524 619.28-619.82 52.53 348.52 768 6 793 397.78 1 524 618.92-622.20 52.49 348.53 771 6 793 399.57 1 524 618.56-624.58 52.49 348.53
57 Appendix 8.3 U3t l'i l SUOMEN MALMI OY Suomen Malmi Oy Maxibor survey P.O.Box 10 Fl-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 978 Survey date: 4.10.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Z: 13.06 Dip: 61.46 Report date: 21.11.2006 Station NUI-:-IY Easting Depth Dip Azimuth 774 6 793 401.37 1 524 618.20-626.96 52.39 348.54 777 6 793 403.16 1 524 617.83-629.33 52.36 348.56 780 6 793 404.96 1 524 617.47-631.71 52.40 348.56 783 6 793 406.75 1 524 617.11-634.09 52.26 348.55 786 6 793 408.55 1 524 616.74-636.46 52.20 348.55 789 6 793 410.35 1 524 616.38-638.83 52.15 348.52 792 6793412.15 1 524 616.01-641.20 52.12 348.47 795 6 793 413.96 1 524 615.64-643.56 52.10 348.42 798 6 793 415.77 1 524 615.27-645.93 52.07 348.42 801 6 793 417.57 1 524 614.90-648.30 52.00 348.40 804 6 793 419.38 1 524 614.53-650.66 51.94 348.41 807 6 793 421.19 1 524 614.16-653.02 51.89 348.42 810 6 793 423.01 1 524 613.79-655.39 51.92 348.31 813 6 793 424.82 1 524 613.41-657.75 51.92 348.22 816 6 793 426.63 1 524 613.03-660.11 51.84 348.15 819 6 793 428.44 1 524 612.65-662.47 51.83 348.16 822 6 793 430.26 1 524 612.27-664.83 51.85 348.15 825 6 793 432.07 1 524 611.89-667.18 51.79 348.20 828 6 793 433.89 1 524 611.51-669.54 51.73 348.19 831 6 793 435.71 1 524 611.13-671.90 51.67 348.17 834 6 793 437.53 1 524 610.75-674.25 51.72 348.15 837 6 793 439.35 1 524 610.37-676.61 51.67 348.13 840 6 793 441.17 1 524 609.99-678.96 51.71 348.16 843 6 793 442.99 1 524 609.61-681.31 51.67 348.15 846 6 793 444.81 1 524 609.22-683.67 51.63 348.17 849 6 793 446.63 1 524 608.84-686.02 51.63 348.16 852 6 793 448.45 1 524 608.46-688.37 51.65 348.15 855 6 793 450.28 1 524 608.08-690.72 51.60 348.16 858 6 793 452.10 1 524 607.69-693.07 51.49 348.17 861 6 793 453.93 1 524 607.31-695.42 51.54 348.21 864 6 793 455.75 1 524 606.93-697.77 51.43 348.24 867 6 793 457.59 1 524 606.55-700.12 51.46 348.25 870 6 793 459.42 1 524 606.17-702.46 51.40 348.23 873 6 793 461.25 1 524 605.79-704.81 51.87 348.24 876 6 793 463.06 1 524 605.41-707.17 51.39 348.23 879 6 793 464.89 1 524 605.03-709.51 51.37 348.20 882 6 793 466.73 1 524 604.64-711.86 51.28 348.24 885 6 793 468.56 1 524 604.26-714.20 51.35 348.30 888 6 793 470.40 1 524 603.88-716.54 51.28 348.33 891 6 793 472.24 1 524 603.50-718.88 51.27 348.35 894 6 793 474.07 1 524 603.12-721.22 51.20 348.35 897 6 793 475.92 1 524 602.74-723.56 51.21 348.37 900 6 793 477.76 1 524 602.36-725.90 51.19 348.34
58 Appendix 8.3 l.t l'i l SUOMEN MALMI OY Suomen Malmi Oy Maxibor survey P.O.Box 10 Fl-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 978 Survey date: 4.10.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Z: 13.06 Dip: 61.46 Report date: 21.11.2006 Station Northing Easting Depth Dip Azimuth 903 6 793 479.60 1 524 601.98-728.23 51.14 348.35 906 6 793 481.44 1 524 601.60-730.57 51.12 348.38 909 6 793 483.29 1 524 601.23-732.91 51.13 348.39 912 6 793 485.13 1 524 600.85-735.24 51.10 348.45 915 6 793 486.98 1 524 600.47-737.58 51.05 348.51 918 6 793 488.82 1 524 600.09-739.91 51.04 348.60 921 6 793 490.67 1 524 599.72-742.24 50.88 348.71 924 6 793 492.53 1 524 599.35-744.57 50.87 348.73 927 6 793 494.39 1 524 598.98-746.90 50.87 348.77 930 6 793 496.24 1 524 598.61-749.22 50.80 348.80 933 6 793 498.10 1 524 598.24-751.55 50.81 348.78 936 6 793 499.96 1 524 597.87-753.87 50.81 348.80 939 6 793 501.82 1 524 597.51-756.20 50.73 348.74 942 6 793 503.68 1 524 597.14-758.52 50.72 348.71 945 6 793 505.55 1 524 596.76-760.84 50.70 348.73 948 6 793 507.41 1 524 596.39-763.17 50.70 348.72 951 6 793 509.27 1 524 596.02-765.49 50.62 348.72 954 6 793 511.14 1 524 595.65-767.81 50.64 348.74 957 6 793 513.01 1 524 595.28-770.12 50.64 348.73 960 6 793 514.87 1 524 594.90-772.44 50.61 348.68 963 6 793 516.74 1 524 594.53-774.76 50.60 348.65 966 6 793 518.61 1 524 594.16-777.08 50.64 348.63 969 6 793 520.47 1 524 593.78-779.40 50.59 348.56 972 6 793 522.34 1 524 593.40-781.72 50.56 348.49 978 6 793 526.07 1 524 592.64-786.35 50.46 348.42
59 Appendix 8.4 r1a.t l'' SUOMEN MALMI OY Maxibor survey Suomen Malmi Oy P.O.Box 10 Fl-02921 ESPOO Client: Posiva Site: Olkiluoto Project No: Hole No: OL-KR43 X: 6 792 974.00 Y: 1 524 697.43 Z: 13.06 Diameter: NQ3 Lenght: 978 Azimuth: 357.3 Dip: 61.46 Surveyed by: SA Survey date: 4.10.2006 Reported by: JT Report date: 21.11.2006 Horizontal projection Easting (m) 6 793 574.00 I 1 6 793 274.00 e -C) c :c 0 z 6 792 974.00 1 524 208.43 1 524 508.43 1 524 808.43 l 1 525 108.43
60 Appendix 8.4 Maxibor survey Suomen Malmi Oy P.O.Box 10 Fl-02921 ESPOO Client: Posiva Site: Olkiluoto Project No: Hole No: OL-KR43 X: 6 792 974.00 Y: 1 524 697.43 Z: 13.06 Diameter: NQ3 Lenght: 978 Azimuth: 357.3 Dip: 61.46 Surveyed by: SA Survey date: 4.10.2006 Reported by: JT Report date: 21.11.2006 Vertical projection 100.00 Start direction (m) 0.00-100.00-200.00-300.00 I :5-400.00 Q. Cl) a -500.00 " " '-. ' ' "'-, -600.00-700.00-800.00 " "" -900.00 0 50 100 150 200 250 300 350 400 450 500
61 Appendix 8.5 l.'.t l'l SUOMEN MALMI OY Suomen Malmi Oy EMS-survey P.O.Box 10 FIN-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 582 Survey date: 10.7.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Declination: 4.0 Z: 13.06 Dip: 60.75 Report date: 27.11.2006 a. a..&l Station -....._.._... B Depth Dip Azimuth 0 6 792 974.00 1 524 697.43 13.06 60.75 357.30 3 6 792 975.46 1 524 697.36 10.44 61.29 357.30 6 6 792 976.90 1 524 697.29 7.81 61.67 355.99 9 6 792 978.32 1 524 697.19 5.17 61.23 355.78 12 6 792 979.76 1 524 697.09 2.54 60.90 353.79 15 6 792 981.21 1 524 696.93-0.08 60.37 353.16 18 6 792 982.69 1 524 696.75-2.69 59.68 353.60 21 6 792 984.19 1 524 696.58-5.28 59.27 352.29 24 6 792 985.71 1 524 696.38-7.86 59.12 350.30 27 6 792 987.23 1 524 696.12-10.43 59.05 349.80 30 6 792 988.75 1 524 695.85-13.00 58.92 347.08 33 6 792 990.26 1 524 695.50-15.57 58.27 347.72 36 6 792 991.80 1 524 695.16-18.13 57.93 346.06 39 6 792 993.34 1 524 694.78-20.67 56.90 344.61 42 6 792 994.92 1 524 694.35-23.18 57.54 345.23 45 6 792 996.48 1 524 693.93-25.71 57.33 345.24 48 6 792 998.05 1 524 693.52-28.24 57.31 345.28 51 6 792 999.61 1 524 693.11-30.76 57.26 345.31 54 6 793 001.18 1 524 692.70-33.29 57.23 345.44 57 6 793 002.76 1 524 692.29-35.81 57.19 345.47 60 6 793 004.33 1 524 691.88-38.33 57.15 345.54 63 6 793 005.90 1 524 691.48-40.85 57.20 345.43 66 6 793 007.48 1 524 691.07-43.37 57.08 345.66 69 6 793 009.06 1 524 690.66-45.89 57.05 345.65 72 6 793 010.64 1 524 690.26-48.41 57.02 345.69 75 6 793 012.22 1 524 689.86-50.92 56.99 345.67 78 6 793 013.80 1 524 689.45-53.44 56.96 345.67 81 6 793 015.39 1 524 689.05-55.95 56.94 345.68 84 6 793 016.97 1 524 688.64-58.47 56.92 345.70 87 6 793 018.56 1 524 688.24-60.98 56.74 345.43 90 6 793 020.15 1 524 687.82-63.49 56.84 345.78 93 6 793 021.74 1 524 687.42-66.00 56.83 345.78 96 6 793 023.33 1 524 687.02-68.51 56.82 345.80 99 6 793 024.93 1 524 686.61-71.02 56.77 345.86 102 6 793 026.52 1 524 686.21-73.53 56.82 345.60 105 6 793 028.11 1 524 685.80-76.04 56.74 345.86 108 6 793 029.71 1 524 685.40-78.55 56.72 345.74 111 6 793 031.30 1 524 685.00-81.06 56.69 345.76 114 6 793 032.90 1 524 684.59-83.57 56.66 344.41 117 6 793 034.49 1 524 684.15-86.07 56.61 345.80 120 6 793 036.09 1 524 683.74-88.58 56.57 345.87 123 6 793 037.69 1 524 683.34-91.08 56.56 345.88 126 6 793 039.29 1 524 682.94-93.59 56.49 345.77
62 Appendix 8.5 l.',t l'i SUOMEN MALMI OY Suomen Malmi Oy EMS-survey P.O.Box 10 FIN-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 582 Survey date: 10.7.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Declination: 4.0 Z: 13.06 Dip: 60.75 Report date: 27.11.2006 Station Northing Easting Depth Dip Azimuth 129 6 793 040.90 1 524 682.53-96.09 56.46 346.55 132 6 793 042.51 1 524 682.14-98.59 56.46 346.83 135 6 793 044.13 1 524 681.77-101.09 56.45 345.82 138 6 793 045.73 1 524 681.36-103.59 56.48 345.73 141 6 793 047.34 1 524 680.95-106.09 56.50 345.69 144 6 793 048.94 1 524 680.54-108.59 56.48 345.63 147 6 793 050.55 1 524 680.13-111.09 56.45 345.64 150 6 793 052.15 1 524 679.72-113.59 56.44 345.59 153 6 793 053.76 1 524 679.31-116.09 56.43 345.63 156 6 793 055.37 1 524 678.90-118.59 56.48 345.60 159 6 793 056.97 1 524 678.48-121.09 56.53 345.56 162 6 793 058.57 1 524 678.07-123.60 56.55 345.56 165 6 793 060.18 1 524 677.66-126.10 56.55 345.49 168 6 793 061.78 1 524 677.24-128.60 56.58 345.23 171 6 793 063.37 1 524 676.82-131.11 56.62 345.11 174 6 793 064.97 1 524 676.40-133.61 56.56 346.06 177 6 793 066.57 1 524 676.00-136.11 56.52 345.08 180 6 793 068.17 1 524 675.58-138.62 56.53 344.96 183 6 793 069.77 1 524 675.15-141.12 56.51 344.87 186 6 793 071.37 1 524 674.71-143.62 56.46 344.76 189 6 793 072.97 1 524 674.28-146.12 56.39 344.72 192 6 793 074.57 1 524 673.84-148.62 56.35 344.76 195 6 793 076.17 1 524 673.40-151.12 56.38 344.95 198 6 793 077.78 1 524 672.97-153.62 56.38 344.38 201 6 793 079.38 1 524 672.52-156.11 56.37 344.48 204 6 793 080.98 1 524 672.08-158.61 56.36 344.50 207 6 793 082.58 1 524 671.64-161.11 56.35 344.21 210 6 793 084.18 1 524 671.18-163.61 56.32 344.53 213 6 793 085.78 1 524 670.74-166.10 56.31 344.58 216 6 793 087.39 1 524 670.30-168.60 56.31 344.61 219 6 793 088.99 1 524 669.86-171.10 56.29 344.47 222 6 793 090.60 1 524 669.41-173.59 56.31 344.71 225 6 793 092.20 1 524 668.97-176.09 56.24 344.77 228 6 793 093.81 1 524 668.53-178.58 56.24 344.82 231 6 793 095.42 1 524 668.10-181.08 56.22 344.84 234 6 793 097.03 1 524 667.66-183.57 56.20 344.92 237 6 793 098.64 1 524 667.23-186.06 56.21 344.90 240 6 793 100.25 1 524 666.79-188.56 56.18 344.95 243 6 793 101.86 1 524 666.36-191.05 56.12 344.95 246 6 793 103.48 1 524 665.92-193.54 56.12 345.09 249 6 793 105.09 1 524 665.49-196.03 56.09 345.14 252 6 793 106.71 1 524 665.06-198.52 56.10 345.26 255 6 793 108.33 1 524 664.64-201.01 56.12 345.34
63 Appendix 8.5 lt l'l SUOMEN MALMI OY Suomen Malmi Oy EMS-survey P.O.Box 10 FIN-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 582 Survey date: 10.7.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Declination: 4.0 Z: 13.06 Dip: 60.75 Report date: 27.11.2006 Station 258 6 793 109.95 1 524 664.22-203.50 56.11 345.36 261 6 793 111.57 1 524 663.79-205.99 56.12 345.44 264 6 793 113.18 1 524 663.37-208.48 56.16 345.54 267 6 793 114.80 1 524 662.96-210.97 56.18 345.64 270 6 793 116.42 1 524 662.54-213.46 56.17 345.79 273 6 793 118.04 1 524 662.13-215.96 56.18 345.69 276 6 793 119.66 1 524 661.72-218.45 56.19 345.67 279 6 793 121.27 1 524 661.31-220.94 56.23 344.05 282 6 793 122.88 1 524 660.85-223.44 56.24 345.34 285 6 793 124.49 1 524 660.42-225.93 56.24 345.61 288 6 793 126.11 1 524 660.01-228.42 56.25 345.59 291 6 793 127.72 1 524 659.60-230.92 56.25 345.43 294 6 793 129.33 1 524 659.18-233.41 56.27 345.51 297 6 793 130.95 1 524 658.76-235.91 56.35 345.60 300 6 793 132.56 1 524 658.35-238.40 56.37 345.81 303 6 793 134.17 1 524 657.94-240.90 56.37 342.39 306 6 793 135.75 1 524 657.44-243.40 56.38 345.53 309 6 793 137.36 1 524 657.02-245.90 56.35 345.64 312 6 793 138.97 1 524 656.61-248.40 56.35 345.65 315 6 793 140.58 1 524 656.20-250.89 56.33 345.69 318 6 793 142.19 1 524 655.79-253.39 56.33 343.04 321 6 793 143.78 1 524 655.30-255.89 56.34 344.71 324 6 793 145.39 1 524 654.86-258.38 56.35 345.69 327 6 793 147.00 1 524 654.45-260.88 56.31 345.71 330 6 793 148.61 1 524 654.04-263.38 56.26 345.63 333 6 793 150.22 1 524 653.63-265.87 56.27 345.23 336 6 793 151.83 1 524 653.20-268.37 56.25 345.55 339 6 793 153.45 1 524 652.79-270.86 56.24 348.98 342 6 793 155.08 1 524 652.47-273.36 56.24 346.77 345 6 793 156.71 1 524 652.09-275.85 56.23 345.77 348 6 793 158.32 1 524 651.68-278.34 56.24 344.99 351 6 793 159.93 1 524 651.24-280.84 56.22 345.65 354 6 793 161.55 1 524 650.83-283.33 56.21 345.58 357 6 793 163.17 1 524 650.42-285.82 56.19 345.58 360 6 793 164.78 1 524 650.00-288.32 56.18 345.52 363 6 793 166.40 1 524 649.58-290.81 56.20 345.47 366 6 793 168.02 1 524 649.16-293.30 56.22 345.47 369 6 793 169.63 1 524 648.75-295.80 56.21 345.38 372 6 793 171.24 1 524 648.32-298.29 56.17 345.43 375 6 793 172.86 1 524 647.90-300.78 56.15 345.38 378 6 793 174.48 1 524 647.48-303.27 56.15 345.33 381 6 793 176.09 1 524 647.06-305.76 56.13 345.32 384 6 793 177.71 1 524 646.64-308.26 56.10 345.33 -_... Depth PiP Azimuth -
64 Appendix 8.5 \L Suomen Malmi Oy EMS-survey P.O.Box 10 FIN-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 582 Survey date: 10.7.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Declination: 4.0 Z: 13.06 Dip: 60.75 Report date: 27.11.2006 Station Northing Ea sting Depth Dip Azimuth 387 6 793 179.33 1 524 646.21-310.75 56.08 345.29 390 6 793 180.95 1 524 645.79-313.23 56.07 345.28 393 6 793 182.57 1 524 645.36-315.72 56.06 345.26 396 6 793 184.19 1 524 644.93-318.21 56.04 345.27 399 6 793 185.81 1 524 644.51-320.70 56.04 345.25 402 6 793 187.43 1 524 644.08-323.19 56.03 345.27 405 6 793 189.05 1 524 643.66-325.68 56.03 345.25 408 6 793 190.67 1 524 643.23-328.17 56.01 345.21 411 6 793 192.29 1 524 642.80-330.65 56.00 345.20 414 6 793 193.92 1 524 642.37-333.14 55.98 345.19 417 6 793 195.54 1 524 641.94-335.63 55.96 345.15 420 6 793 197.16 1 524 641.51-338.11 55.93 345.12 423 6 793 198.79 1 524 641.08-340.60 55.90 345.09 426 6 793 200.41 1 524 640.65-343.08 55.88 345.07 429 6 793 202.04 1 524 640.22-345.57 55.86 345.05 432 6 793 203.66 1 524 639.78-348.05 55.83 345.08 435 6 793 205.29 1 524 639.35-350.53 55.81 344.89 438 6 793 206.92 1 524 638.91-353.01 55.80 345.08 441 6 793 208.55 1 524 638.47-355.49 55.77 345.11 444 6 793 210.18 1 524 638.04-357.97 55.72 345.11 447 6 793 211.81 1 524 637.61-360.45 55.69 345.11 450 6 793 213.45 1 524 637.17-362.93 55.67 345.16 453 6 793 215.08 1 524 636.74-365.41 55.64 345.15 456 6 793 216.72 1 524 636.30-367.88 55.64 345.14 459 6 793 218.36 1 524 635.87-370.36 55.64 345.14 462 6 793 219.99 1 524 635.44-372.84 55.64 345.10 465 6 793 221.63 1 524 635.00-375.31 55.62 345.08 468 6 793 223.27 1 524 634.56-377.79 55.62 345.06 471 6 793 224.90 1 524 634.13-380.27 55.58 344.95 474 6 793 226.54 1 524 633.69-382.74 55.52 345.06 477 6 793 228.18 1 524 633.25-385.21 55.51 345.12 480 6 793 229.82 1 524 632.81-387.69 55.47 345.18 483 6 793 231.47 1 524 632.38-390.16 55.41 345.15 486 6 793 233.11 1 524 631.94-392.63 55.39 345.14 489 6 793 234.76 1 524 631.50-395.10 55.36 345.14 492 6 793 236.41 1 524 631.07-397.56 55.33 345.80 495 6 793 238.06 1 524 630.65-400.03 55.30 346.12 498 6 793 239.72 1 524 630.24-402.50 55.25 345.26 501 6 793 241.37 1 524 629.80-404.96 55.23 345.28 504 6 793 243.03 1 524 629.37-407.43 55.21 345.24 507 6 793 244.68 1 524 628.93-409.89 55.19 345.26 510 6 793 246.34 1 524 628.50-412.35 55.14 345.23 513 6 793 248.00 1 524 628.06-414.82 55.11 345.23
65 Appendix 8.5 Ult l'l SUOMEN MALMI OY Suomen Malmi Oy EMS-survey P.O.Box 10 FIN-02921 ESPOO Client: Posiva Hole No: OL-KR43 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 974.00 Lenght: 582 Survey date: 10.7.2006 Project No: Y: 1 524 697.43 Azimuth: 357.3 Reported by: JT Declination: 4.0 Z: 13.06 Dip: 60.75 Report date: 27.11.2006........ -..&.L Station. Depth..PIP. Azimuth. 516 6 793 249.66 1 524 627.62-417.28 55.06 345.26 519 6 793 251.32 1 524 627.18-419.74 55.03 345.27 522 6 793 252.98 1 524 626.75-422.19 55.01 345.30 525 6 793 254.65 1 524 626.31-424.65 54.97 345.29 528 6 793 256.31 1 524 625.87-427.11 54.95 345.29 531 6 793 257.98 1 524 625.44-429.56 54.94 345.28 534 6 793 259.64 1 524 625.00-432.02 54.94 345.24 537 6 793 261.31 1 524 624.56-434.48 54.93 345.26 540 6 793 262.98 1 524 624.12-436.93 54.90 345.25 543 6 793 264.65 1 524 623.68-439.39 54.89 345.27 546 6 793 266.32 1 524 623.24-441.84 54.90 345.21 549 6 793 267.98 1 524 622.80-444.29 54.91 343.05 552 6 793 269.63 1 524 622.30-446.75 54.95 344.93 555 6 793 271.30 1 524 621.85-449.21 54.98 344.78 558 6 793 272.96 1 524 621.40-451.66 55.01 344.64 561 6 793 274.62 1 524 620.94-454.12 55.03 345.38 564 6 793 276.28 1 524 620.51-456.58 55.04 344.30 567 6 793 277.94 1 524 620.05-459.04 55.09 344.97 570 6 793 279.59 1 524 619.60-461.50 55.11 344.84 573 6 793 281.25 1 524 619.15-463.96 55.10 340.07 576 6 793 282.86 1 524 618.57-466.42 55.09 342.76 579 6 793 284.50 1 524 618.06-468.88 55.06 343.04 582 6 793 286.15 1 524 617.56-471.34 55.06 343.47
66 i t.'j t: l?ji SUOMEN MALMI OY Suomen Malmi Oy EMS-survey P.O.Box 10 FIN-02921 ESPOO Appendix 8.5 Client: Posiva Hole No: OL-KR438 Diameter: NQ3 Surveyed by: SA Site: Olkiluoto X: 6 792 973.92 Lenght: 42 Survey date: 8.11.2006 Project No: Y: 1 524 693.82 Azimuth: 359.50 Reported by: JT Declination: 4.0 Z: 13.01 Dip: 60.92 Report date: 21.11.2006 Station Northing Easting Depth Dip Azimuth 0 6 792 973.92 1 524 693.82 13.01 60.92 359.50 3 6 792 975.38 1 524 693.81 10.39 60.61 359.35 6 6 792 976.85 1 524 693.79 7.77 60.62 359.20 9 6 792 978.32 1 524 693.77 5.16 60.58 359.05 12 6 792 979.80 1 524 693.75 2.55 60.75 358.83 15 6 792 981.26 1 524 693.72-0.07 60.72 358.76 18 6 792 982.73 1 524 693.68-2.69 60.71 358.84 21 6 792 984.20 1 524 693.65-5.30 60.69 358.90 24 6 792 985.66 1 524 693.63-7.92 60.66 358.88 27 6 792 987.13 1 524 693.60-10.53 60.63 358.89 30 6 792 988.60 1 524 693.57-13.15 60.60 358.94 33 6 792 990.08 1 524 693.54-15.76 60.57 358.99 36 6 792 991.55 1 524 693.52-18.38 60.55 358.98 39 6 792 993.03 1 524 693.49-20.99 60.54 359.06 42 6 792 994.50 1 524 693.47-23.60 60.51 359.07
67 reiqt x SUOMEN MALMI OY EMS-survey Suomen Malmi Oy P.O.Box 10 FIN-02921 ESPOO Appendix 8.6 Client: Posiva Site: Olkiluoto Project No: Declination: 4.0 Hole No: OL-KR43 X: 6 792 974.00 Y: 1 524 697.43 Z: 13.06 Diameter: NQ3 Lenght: 582 Azimuth: 357.30 Dip: 60.75 Surveyed by: SA Survey date: 8.11.2006 Reported by: JT Report date: 27.11.2006 Horizontal projection Easting (m) 6 793 274.00 6 793 174.00 6 793 074.00 6 792 974.00 1 524 500.00 \ \ \, 1\ \ \, \ \ ' \ \ ' 1 524 600.00 1 524 700.00 1 524 800.00 :[ C) c.c t= 0 z
68 Appendix 8.6 rtj.t l'' SUOMEN MALMI OY EMS-survey Suomen Malmi Oy P.O.Box 10 FIN-02921 ESPOO Client: Posiva Site: Olkiluoto Project No: Declination: 4.0 Hole No: OL-KR43 X: 6 792 974.00 Y: 1 524 697.43 Z: 13.06 Diameter: NQ3 Lenght: 582 Azimuth: 357.30 Dip: 60.75 Surveyed by: SA Survey date: 8.11.2006 Reported by: JT Report date: 27.11.2006 Vertical projection I....c a. Cl) c 0 50 100 150 200 Start direction (m) 250 300
69 U1t A'i SUOMEN MALMI OY EMS-survey Suomen Malmi Oy P.O.Box 10 FIN-02921 ESPOO Appendix 8.6 Client: Posiva Site: Olkiluoto Project No: Declination: 4.0 Hole No: OL-KR43B X: 6 792 973.92 Y: 1 524 693.82 Z: 13.01 Diameter: NQ3 Lenght: 42 Azimuth: 359.50 Dip: 60.92 Surveyed by: SA Survey date: 8.11.2006 Reported by: JT Report date: 21.11.2006 Horizontal projection Easting (m) 6 792 974.00 -------------.... 1 524 693.00
70 Appendix 8.6 EMS-survey Suomen Malmi Oy P.O.Box 10 FIN-02921 ESPOO Client: Posiva Site: Olkiluoto Project No: Declination: 4.0 Hole No: OL-KR438 X: 6 792 973.92 Y: 1 524 693.82 Z: 13.01 Diameter: NQ3 Lenght: 42 Azimuth: 359.50 Dip: 60.92 Surveyed by: SA Survey date: 8.11.2006 Reported by: JT Report date: 21.11.2006 Vertical projection g-5.00.s:::: -c. Cl) 10.00 -t-------------11---,---------+------------t 0 10 Start direction (m) 20 30
construction Of TI-lE UPPER PART Of aorei-iole OL-KR43 Z- top oft\1e casing::: +3.50 m Z- ground level:::+ 3.06 m a:::: 2.00 m b::: 40.35 m c:::: 0.50 m d:::: 1000.26 m
consiruciion Of 1\-IE UPPER PARI Of sorei-iole OL-KR43B t? CJ C>CJ t:\ C/) t:\ C/) Q) c.2 t:\ t? t:\ l- top of tne casing = + 3.55 m l- ground level== +3.0 m a::.95m b::. 4.40m 0.6 c::. m d::. 45.0 m
73 Drilling water samples Appendix 8. 8 Borehole OL-KR43 Date Time Depth Flowmeter reading Volume Batch Electric Label conduc- concentration litres tivity m before after litres no ms/m J.tg I 1 24.7. 07:00 40.32 6 882 000 6 887 000 5000 1 21.0 250 24.7. 09:30 47.24 6 887 000 6 892 000 5000 2 21.2 240 24.7. 13:00 57.25 6 892 000 6 897 000 5000 3 20.9 240 25.7. 10:50 70.60 6 897 000 6 902 000 5000 4 20.8 230 25.7. 07:15 84.95 6 902 000 6 907 000 5000 5 20.7 250 25.7. 09:25 96.89 6 907 000 6 912 000 5000 6 20.9 240 25.7. 11:45 103.40 6 912 000 6 917 000 5000 7 20.5 270 26.7. 15:10 111.54 6 917 000 6 922 000 5000 8 20.1 260 26.7. 13:25 123.10 6 922 000 6 927 000 5000 9 20.9 260 26.7. 05:30 132.45 6 927 000 6 932 000 5000 10 20.8 260 26.7. 08:20 139.94 6 932 000 6 937 000 5000 11 20.4 240 26.7. 11:15 148.48 6 937 000 6 942 000 5000 12 20.5 260 27.7. 14:40 156.95 6 942 000 6 947 000 5000 13 20.8 260 27.7. 17:50 165.80 6 947 000 6 952 000 5000 14 20.6 260 27.7. 20:55 174.25 6 952 000 6 957 000 5000 15 20.7 250 27.7. 23:45 183.50 6 957 000 6 962 000 5000 16 20.4 260 27.7. 07:30 192.00 6 962 000 6 967 000 5000 17 20.4 240 31.7. 10:00 202.50 6 967 000 6 972 000 5000 18 20.7 250 31.7. 12:50 210.45 6 972 000 6 977 000 5000 19 20.8 250 31.7. 18:30 217.75 6 977 000 6 982 000 5000 20 20.8 260 31.7. 20:40 224.30 6 982 000 6 987 000 5000 21 20.9 230 31.7. 08:10 232.30 6 987 000 6 992 000 5000 22 20.7 240 1.8. 10:45 240.15 6 992 000 6 997 000 5000 23 21.1 240 1.8. 12:30 249.00 6 997 000 7 002 000 5000 24 21.0 240 1.8. 15:00 254.95 7 002 000 7 007 000 5000 25 20.5 250 1.8. 17:30 264.00 7 007 000 7 012 000 5000 26 21.1 250 1.8. 07:25 269.90 7 012 000 7 017 000 5000 27 21.1 270 1.8. 10:40 278.45 7 017 000 7 022 000 5000 28 20.6 240 2.8. 12:30 287.30 7 022 000 7 027 000 5000 29 20.9 270 2.8. 09:55 293.05 7 027 000 7 032 000 5000 30 20.7 240 2.8. 13:05 299.20 7 032 000 7 037 000 5000 31 20.4 260 2.8. 16:20 302.00 7 037 000 7 042 000 5000 32 21.6 250 2.8. 21:15 310.45 7 042 000 7 047 000 5000 33 21.0 280 3.8. 07:15 316.25 7 047 000 7 052 000 5000 34 21.2 260 3.8. 09:25 324.75 7 052 000 7 057 000 5000 35 21.0 260 3.8. 11:45 330.15 7 057 000 7 062 000 5000 36 21.3 220 3.8. 15:10 330.15 7 062 000 7 067 000 5000 37 20.9 220 7.8. 13:25 330.15 7 067 000 7 072 000 5000 38 21.3 230 8.8. 05:30 330.15 7 072 000 7 077 000 5000 39 20.8 230 8.8. 08:20 335.00 7 077 000 7 082 000 5000 40 20.5 240 8.8. 11:15 340.95 7 082 000 7 086 000 5000 41 20.7 290 8.8. 14:40 349.50 7 086 000 7 091 000 5000 42 20.6 260 8.8. 17:50 358.05 7 091 000 7 096 000 5000 43 20.5 250 8.8. 20:55 364.25 7 096 000 7 101 000 5000 44 22.3 190 9.8. 23:45 374.20 7 101 000 7 106 000 5000 45 20.4 240 9.8. 07:30 382.93 7 106 000 7 111 000 5000 46 20.3 230 9.8. 10:00 390.00 7 111 000 7 116 000 5000 47 20.5 250
74 Drilling water samples Appendix 8. 8 Borehole OL-KR43 Date Time Depth Flowmeter reading Volume Batch Electric Label conduc- concentration litres tivity m before after litres no ms/m J.tg I 1 9.8. 12:50 397.40 7 116 000 7 121 000 5000 48 20.6 280 9.8. 18:30 402.75 7 121 000 7 126 000 5000 49 20.6 250 9.8. 20:40 408.30 7 126 000 7 131 000 5000 50 20.6 250 10.8. 08:10 414.20 7 131 000 7 136 000 5000 51 20.5 220 10.8. 10:45 422.80 7 136 000 7 141 000 5000 52 21.0 270 10.8. 12:30 428.65 7 141 000 7 146 000 5000 53 21.0 250 10.8. 15:00 434.30 7 146 000 7 151 000 5000 54 20.7 220 10.8. 17:30 442.80 7 151 000 7 156 000 5000 55 21.0 260 14.8. 07:25 448.30 7 156 000 7 161 000 5000 56 21.6 250 14.8. 10:40 454.10 7 161 000 7 166 000 5000 57 21.6 250 14.8. 12:30 460.20 7 166 000 7 171 000 5000 58 21.5 250 14.8. 14:30 466.05 7 171 000 7 176 000 5000 59 21.5 250 15.8. 11:30 470.20 7 176 000 7 181 000 5000 60 21.6 250 15.8. 14:30 476.05 7 181 000 7 186 000 5000 61 21.5 250 15.8. 17:05 481.70 7 186 000 7 191 000 5000 62 21.4 240 15.8. 19:45 484.50 7 191 000 7 196 000 5000 63 21.4 240 15.8. 22:10 491.20 7 196 000 7 201 000 5000 64 21.4 280 16.8. 00:50 495.95 7 201 000 7 206 000 5000 65 21.5 300 16.8. 04:25 504.55 7 206 000 7 211 000 5000 66 21.5 290 16.8. 07:20 507.60 7 211 000 7 216 000 5000 67 21.3 270 16.8. 09:55 513.55 7 216 000 7 221 000 5000 68 21.5 270 16.8. 14:35 518.30 7 221 000 7 226 000 5000 69 21.3 260 16.8. 17:20 523.50 7 226 000 7 231 000 5000 70 21.3 220 17.8. 06:45 529.25 7 231 000 7 236 000 5000 71 21.3 270 17.8. 12:15 535.05 7 236 000 7 241 000 5000 72 21.6 280 21.8. 14:20 540.55 7 241 000 7 246 000 5000 73 21.6 280 21.8. 16:35 546.40 7 246 000 7 251 000 5000 74 21.0 260 21.8. 19:35 549.45 7 251 000 7 256 000 5000 75 21.0 260 22.8. 04:25 554.55 7 256 000 7 261 000 5000 76 22.7 280 22.8. 07:00 560.05 7 261 000 7 266 000 5000 77 21.5 260 22.8. 12:50 565.90 7 266 000 7 271 000 5000 78 21.7 260 22.8. 15:20 571.75 7 271 000 7 276 000 5000 79 21.2 250 22.8. 17:45 576.10 7 276 000 7 281 000 5000 80 21.6 250 22.8. 21:20 576.15 7 281 000 7 286 000 5000 81 21.6 270 23.8. 05:50 579.75 7 286 000 7 291 000 5000 82 21.8 240 23.8. 11:50 583.75 7 291 000 7 296 000 5000 83 21.5 250 23.8. 17:05 589.25 7 296 000 7 301 000 5000 84 22.5 270 23.8. 19:20 592.25 7 301 000 7 306 000 5000 85 21.5 240 24.8. 04:00 597.80 7 306 000 7 311 000 5000 86 21.4 270 24.8. 07:30 600.85 7 311 000 7 316 000 5000 87 21.8 250 24.8. 09:50 606.55 7 316 000 7 321 000 5000 88 21.4 240 24.8. 12:30 609.30 7 321 000 7 326 000 5000 89 20.8 230 24.8. 18:00 613.70 7 326 000 7331000 5000 90 22.4 240 28.8. 06:35 615.80 7331000 7 336 000 5000 91 22.2 240 28.8. 09:10 615.80 7 336 000 7 341 000 5000 92 21.6 240 28.8. 11:35 621.75 7 341 000 7 346 000 5000 93 21.3 250 28.8. 21:45 626.50 7 346 000 7351000 5000 94 21.2 260
75 Drilling water samples Appendix 8. 8 Borehole OL-KR43 Date Time Depth Flowmeter reading Volume Batch Electric Label conduc- concentration litres tivity m before after litres no ms/m Jlg I 1 29.8. 01:00 630.45 7 351 000 7 356 000 5000 95 21.7 260 29.8. 08:30 633.70 7 356 000 7 361 000 5000 96 21.6 280 29.8. 10:45 635.05 7 361 000 7 366 000 5000 97 21.2 260 29.8. 14:40 640.95 7 366 000 7 371 000 5000 98 21.4 170 29.8. 20:35 643.50 7 371 000 7 376 000 5000 99 21.3 280 29.8. 23:00 645.70 7 376 000 7 381 000 5000 100 21.5 260 30.8. 10:00 650.15 7 381 000 7 386 000 5000 101 21.5 270 30.8. 12:20 653.15 7 386 000 7 391 000 5000 102 21.5 270 30.8. 20:30 659.70 7 391 000 7 396 000 5000 103 21.5 260 30.8. 23:20 662.00 7 396 000 7 401 000 5000 104 23.6 290 31.8. 06:44 667.45 7 401 000 7 406 000 5000 105 22.4 280 31.8. 09:20 673.52 7 406 000 7 411 000 5000 106 23.4 260 31.8. 11:45 676.92 7 411 000 7 416 000 5000 107 21.7 220 4.9. 10:00 679.29 7 416 000 7 421 000 5000 108 20.8 230 4.9. 12:00 685.10 7 421 000 7 426 000 5000 109 23.0 230 4.9. 14:50 686.10 7 426 000 7 431 000 5000 110 20.9 260 4.9. 17:10 689.15 7 431 000 7 436 000 5000 111 21.0 270 5.9. 07:30 689.15 7 438 000 7 443 000 5000 112 21.4 240 5.9. 12:45 692.20 113 21.3 230 5.9. 15:45 697.20 7 442 000 7 447 000 5000 114 20.9 250 5.9. 18:00 700.45 7 447 000 7 452 000 5000 115 21.0 270 5.9. 20:40 705.40 7 452 000 7 457 000 5000 116 20.5 320 5.9. 23:10 711.65 7 457 000 7 462 000 5000 117 21.3 240 6.9. 01:45 712.33 7 462 000 7 467 500 5500 118 21.4 220 6.9. 04:45 714.90 7 467 500 119 6.9. 09:50 718.30 120 24.1 200 6.9. 17:50 723.65 7 484 700 7 489 700 5000 121 21.2 230 6.9. 21:00 729.87 7 489 700 7 494 700 5000 122 21.6 240 6.9. 04:07 734.10 7 499 000 7 504 000 5000 123 21.6 210 7.9. 07:25 735.95 7 505 000 7 510 000 5000 124 21.7 220 7.9. 09:30 739.00 7 510 000 7 515 000 5000 125 22.9 240 7.9. 11:30 744.50 7 515 000 7 520 000 5000 126 21.5 280 7.9. 14:00 747.55 7 520 000 7 525 000 5000 127 21.9 240 7.9. 15:35 758.45 7 525 000 7 530 000 5000 128 21.5 250 7.9. 17:50 753.50 7 530 000 7 535 000 5000 129 21.3 260 7.9. 21:00 758.87 7 535 000 7 540 000 5000 130 21.8 270 7.9. 23:00 759.36 7 540 000 7 545 000 5000 131 21.5 220 8.9. 07:15 762.75 7 545 000 7 550 000 5000 132 22.5 230 8.9. 10:10 765.72 7 550 000 7 555 000 5000 133 21.4 230 8.9. 12:25 766,80? 7 555 000 7 560 000 5000 134 20.9 210 11.9. 06:50 772.29 7 560 000 7 565 000 5000 135 22.3 230
76 Drilling water samples Appendix 8.8 Borehole OL-KR43 Date Time Depth Flowmeter reading Volume Batch Electric Label conduc- concentration litres tivity m before after litres no ms/m g I 1 11.9. 09:00 768.85 7 565 000 7 570 000 5000 136 21.4 250 11.9. 17:00 776.09 7 570 000 7 575 000 5000 137 22.1 260 11.9. 19:30 778.74 7 575 000 7 580 000 5000 138 22.9 260 11.9. 22:00 781.46 7 580 000 7 585 000 5000 139 21.5 230 12.9. 01:15 785.46 7 585 000 7 590 000 5000 140 21.7 250 12.9. 02:50 790.30 7 590 000 7 595 000 5000 141 21.5 250 12.9. 05:35 792.90 7 595 000 7 600 000 5000 142 21.9 250 12.9. 08:50 795.85 7 600 000 7 605 000 5000 143 21.6 230 12.9. 11:15 797.50 7 605 000 7 610 000 5000 144 22.9 230 12.9. 13:45 802.59 7 610 000 7 615 000 5000 145 21.5 260 12.9. 23:15 805.23 7 615 000 7 620 000 5000 146 21.4 240 13.9. 02:15 808.30 7 620 000 7 625 000 5000 147 21.8 240 13.9. 00:00 811.05 7 625 000 7 630 000 5000 148 21.7 240 13.9. 08:05 816.85 7 630 000 7 635 000 5000 149 21.7 240 13.9. 12:45 819.95 7 635 000 7 640 000 5000 150 20.6 230 13.9. 13:00 822.75 7 640 000 7 645 000 5000 151 21.2 240 13.9. 15:50 825.80 7 645 000 7 650 000 5000 152 21.8 230 13.9. 18:30 828.60 7 650 000 7 655 500 5500 153 20.9 200 13.9. 21:00 834.61 7 655 500 7 660 500 5000 154 20.9 270 13.9. 23:10 837.37 7 660 000 7 665 000 5000 155 21.4 220 14.9. 01:00 840.45 7 665 000 7 670 000 5000 156 21.6 250 14.9. 03:45 846.30 7 670 000 7 675 000 5000 157 20.6 240 14.9. 06:45 847.50 7 675 000 7 680 000 5000 158 21.6 230 14.9. 09:10 849.10 7 680 000 7 685 000 5000 159 21.8 240 14.9. 11:30 852.10 7 685 000 7 690 000 5000 160 21.7 270 14.9. 14:00 852.10 7 690 000 7 695 000 5000 161 21.6 230 14.9. 16:00 855.70 7 695 000 7 700 000 5000 162 21.2 230 18.9. 15:30 857.15 7 700 000 7 705 500 5500 163 21.5 210 18.9. 04:00 859.90 7 705 000 7 710 000 5000 164 21.2 220 19.9. 07:00 862.93 7 710 000 165 21.4 210 19.9. 12:20 865.05 7 721 000 166 21.6 260 19.9. 12:20 868.76 7 721 000 7 726 000 5000 167 21.5 260 19.9. 15:00 871.45 7 726 000 7 731 000 5000 168 21.6 440 19.9. 18:05 872.85 7 731 000 7 736 000 5000 169 21.3 270 19.9. 20:04 875.85 7 736 000 7 741 000 5000 170 21.4 240 20.9. 01:15 879.10 7 741 000 7 746 000 5000 171 21.5 230 20.9. 03:40 879.10 7 746 000 7 751 000 5000 172 21.5 240 20.9. 06:05 881.30 7 751 000 7 756 000 5000 173 21.4 250 20.9. 11:20 884.23 7 756 000 7 761 000 5000 174 21.5 240 20.9. 14:00 887.23 7 761 000 7 766 000 5000 175 21.3 250 20.9. 17:05 889.93 7 766 000 7 771 000 5000 176 21.6 240
77 Drilling water samples Appendix 8. 8 Borehole OL-KR43 Date Time Depth Flowmeter reading Volume Batch Electric Label conduc- concentration litres tivity m before after litres no ms/m J.tg I 1 20.9. 19:15 892.65 7 771 000 7 776 000 5000 177 21.5 240 20.9. 22:00 898.50 7 776 000 7 781 000 5000 178 21.6 280 21.9. 00:10 901.50 7 781 000 7 786 000 5000 179 21.6 250 21.9. 02:40 902.93 7 786 000 7 791 000 5000 180 21.4 300 21.9. 05:15 903.38 7 791 000 7 796 000 5000 181 22.2 240 21.9. 07:45 905.96 7 796 000 7 801 000 5000 182 21.5 230 21.9. 18:15 909.15 7 801 000 7 806 000 5000 183 21.6 240 21.9. 20:30 911.90 7 806 000 7 811 000 5000 184 21.4 260 21.9. 23:10 914.95 7 811 000 7 816 000 5000 185 21.6 260 22.9. 01:30 917.70 7 816 000 7 821 000 5000 186 21.6 260 22.9. 04:00 922.71 7 821 000 7 826 000 5000 187 21.2 240 22.9. 06:30 924.53 7 826 000 7 831 000 5000 188 21.4 240 22.9. 09:00 926.67 7 831 000 7 836 000 5000 189 21.1 240 22.9. 11:20 929.10 7 836 000 7 841 000 5000 190 21.4 230 22.9. 13:40 931.73 7 841 000 7 846 000 5000 191 21.6 240 22.9. 16:05 935.45 7 846 000 7 851 000 5000 192 21.5 240 25.9. 07:30 934.85 7 851 000 7 856 000 5000 193 21.5 220 25.9. 10:00 937.85 7 856 000 7 861 000 5000 194 21.3 270 25.9. 18:00 943.25 7 861 000 7 866 000 5000 195 21.3 250 25.9. 20:25 945.80 7 866 000 7 871 000 5000 196 21.0 250 25.9. 23:00 948.85 7 871 000 7 876 000 5000 197 21.4 250 26.9. 01:20 948.85 7 876 000 7 881 000 5000 198 21.3 240 26.9. 04:30 951.06 7 881 000 7 886 000 5000 199 22.6 240 26.9. 07:15 954.17 7 886 000 7 891 000 5000 200 20.4 250 26.9. 09:35 957.23 7 891 000 7 896 000 5000 201 21.1 230 26.9. 12:00 961.40 7 896 000 7 901 000 5000 202 21.5 240 26.9. 14:15 965.75 7 901 000 7 906 000 5000 203 21.5 230 26.9. 17:35 968.85 7 906 000 7 911 000 5000 204 21.6 260 26.9. 19:50 972.80 7 911 000 7 916 000 5000 205 21.4 230 26.9. 22:10 977.05 7 916 000 7 921 000 5000 206 21.4 260 27.9. 00:50 980.15 7 921 000 7 926 000 5000 207 20.7 250 27.9. 03:20 982.89 7 926 000 7 931 000 5000 208 20.8 230 27.9. 05:50 985.05 7 931 000 7 936 000 5000 209 20.9 250 27.9. 08:00 987.52 7 936 000 7 941 000 5000 210 20.7 230 27.9. 10:40 987.52 7 941 000 7 946 000 5000 211 20.5 210 27.9. 13:07 992.75 7 946 000 7 951 000 5000 212 21.0 240 27.9. 14:40 996.35 7951000 7 956 000 5000 213 22.1 240 27.9. 18:30 999.05 7 956 000 7 961 000 5000 214 21.4 240 27.9. 21:10 1000.30 7 961 000 7 966 000 5000 215 21.2 260 28.9. 00:00 1000.30 7 966 000 7 971 000 5000 216 21.5 240 28.9. 02:15 1000.30 7 971 000 7 976 000 5000 217 21.4 240
78 Drilling water samples Appendix 8. 8 Borehole OL-KR43 Date Time Depth Flowmeter reading Volume Batch Electric Label conduc- concentration litres tivity m before after litres no ms/m J.tg I I 28.9. 04:45 washing 7 976 000 7 981 000 5000 218 20.6 240 28.9. 08:10 washing 7 981 000 7 986 000 5000 219 21.0 240 28.9. 11:10 washing 7 986 000 7 991 000 5000 220 20.9 240 28.9. 14:00 washing 7 991 000 7 996 000 5000 221 21.4 240 28.9. 17:15 washing 7 996 000 8 001 000 5000 222 21.5 250 2.10. 09:00 washing 8 001 000 8 006 000 5000 223 21.9 250 2.10. 11:40 washing 8 006 000 8 011 000 5000 224 21.4 210
79 Drilling water samples Appendix 8.8 Borehole OL-KR43B Date Time Depth Flowmeter reading Volume Batch Electric Label conduc- concentration litres tivity m before after litres no ms/m Jlg I 1 10.10. 12:30 0.00 8 047 000 8 052 000 5000 1 21.6 250 10.10. 14:30 13.15 8 052 000 8 059 000 5000 2 21.2 210 11.1 0. 11:25 26.40 8 059 000 8 064 000 5500 3 21.7 210 11.1 0. 14:45 34.70 8 064 000 8 069 000 5000 4 21.9 240
80
81 Returning water samples Appendix 8. 9 Borehole OL-KR43 Date Time Depth Sample Flushing water Label batch concentration m no no J.Lg I 1 25.7. 11:30 47.48 1 2 230 26.7. 08:55 99.58 2 6 200 27.7. 09:10 137.22 3 10 210 31.7. 07:20 180.45 4 15 200 1.8. 07:10 224.30 5 20 200 2.8. 06:55 269.90 6 26 130 3.8. 07:05 305.05 7 32 190 14.8. 07:15 434.30 8 53 110 15.8. 08:25 457.45 9 57 170 16.8. 06:00 495,95 10 64 200 17.8. 07:05 520.75 11 69 100 21.8. 12:50 526.50 12 70 180 22.8. 04:50 549.45 13 74 150 23.8. 04:45 576.10 14 79 200 24.8. 06:20 594.95 15 84 40 28.8. 07:00 612.35 16 89 60 29.8. 08:40 627.40 17 94 170 31.8. 07:00 658.95 18 103 160 4.9. 11:00 676.92 19 107 230 5.9. 17:00 692.20 20 112 190 6.9. 07:50 712.33 21 117 20 7.9. 13:30 741.66 22 125 160 8.9. 07:30 756.27 23 128 200 11.9. 08:00 766.80 24 133 60 12.9. 07:50 790.30 25 140 180 13.9. 07:10 808.30 26 146 200 20.9. 12:00 881.30 27 172 200 21.9. 06:45 902.93 28 179 200 21.9. 19:25 905.96 29 181 170 22.9. 11:00 925.95 30 188 210 25.9. 08:20 934.45 31 192 210 26.9. 07:50 951.06 32 198 210 27.9. 06:56 982.89 33 207 180
82
83 Water level in borehole during flush pumping, OL-KR43 Appendix 8.10 Date Time Water flow meter Water level Remarks litres m 04.10.06 15:30 8 011 870 Pumpin_g_ started 04.10.06 15:31 8011920 04.10.06 15:32 8 011 970 04.10.06 15:33 8 012 020 04.10.06 15:34 8 012 066 04.10.06 15:35 8012111 04.10.06 15:36 8 012 158 04.10.06 15:40 8 012 282 Pump stopped, restarted 05.10.06 7:30 8 016 888 05.10.06 10:30 8 018 601 05.10.06 13:30 8 019 815 05.10.06 14:20 8 020 194 06.10.06 6:30 8 025 272 06.10.06 11:45 8 026 938 06.10.06 18:30 8 029 024 07.10.06 6:30 8 032 743 07.10.06 18:30 8 036 400 08.10.06 6:30 8 040 039 08.10.06 18:30 8 043 721 09.10.06 6:30 8 047 310 09.10.06 8:30 8 048 026 Pumping finished 09.10.06 8:35 37.48 09.10.06 8:45 34.28 09.10.06 8:55 31.47 09.10.06 9:05 29.10 09.10.06 9:15 27.10 09.10.06 9:25 25.31 09.10.06 9:35 23.92 09.10.06 13:30 26.43 Rods lift up 09.10.06 13:40 24.74 09.10.06 13:50 23.06 09.10.06 14:00 21.74 09.10.06 14:10 20.64 09.10.06 14:20 19.74 09.10.06 14:30 19.04 10.10.06 11:45 207 184 14.26 Pumping started (MP 1) 10.10.06 12:23 207 405 10.10.06 13:00 207 516 10.10.06 13:20 207 543 10.10.06 14:20 207 543 Changed MP1 for SP 11.10.06 7:00 209 680 11.10.06 7:20 209 647 11.10.06 7:40 209 679 11.10.06 8:40 209 823
84 Water level in borehole during flush pumping, OL-KR43 Appendix 8.10 Date Time Water flow meter Water level Remarks litres m 11.10.06 9:40 209 932 11.10.06 11:40 210 163 11.10.06 12:40 210 276 11.10.06 13:40 210 418 11.10.06 14:40 210 538 11.10.06 15:40 210 562 11.10.06 16:40 210 774 12.10.06 7:00 212 529 12.10.06 7:10 212 553 12.10.06 7:17 212551 19.62 Pumping finished 12.10.06 7:18 19.42 12.10.06 7:19 19.27 12.10.06 7:20 19.20 12.10.06 7:21 19.04 12.10.06 7:22 18.99 12.10.06 7:23 18.91 12.10.06 7:24 18.79 12.10.06 7:25 18.68 12.10.06 7:30 18.19 12.10.06 7:35 17.78 12.10.06 7:40 17.40 12.10.06 7:45 17.07 12.10.06 7:50 16.76 12.10.06 7:55 16.51 12.10.06 8:00 16.27 12.10.06 8:05 16.08 12.10.06 8:10 15.84 12.10.06 9:10 14.79 12.10.06 10:10 14.46 12.10.06 11:10 14.29 12.10.06 12:10 14.22 12.10.06 13:10 14.13 12.10.06 14:10 14.06 12.10.06 14:55 14.02 13.10.06 7:00 13.52 13.10.06 11:30 13.41 13.10.06 14:48 13.33
85 Water level in borehole during flush pumping, OL-KR43B Appendix 8.1 0 Date Time Water flow meter Water level Remarks litres m 20.10.06 9:50 1 681 792 8.90 Pumping started 20.10.06 10:00 1 681 990 Pump speed 300Hz 20.10.06 10:10 1 682 114 300Hz 20.10.06 10:20 1 682 230 300Hz 20.10.06 10:28 from 300 to 190 Hz 20.10.06 10:30 1 682 300 190Hz 20.10.06 10:40 1 682 384 190Hz 20.10.06 10:50 1 682 470 190Hz 20.10.06 11:50 1 682 844 190Hz 23.10.06 6:00 1 692 290 Pump sto_pped
86
87 Electric conductivity of returning water, OL-KR43 Appendix 8.11 Depth Electric Depth Electric Depth Electric m conduc- m conduc- m conductivity tivity tivity ms/m ms/m ms/m 47.24 24.8 183.50 23.5 321.65 26.6 50.24 25.5 186.20 23.5 324.75 29.0 52.94 25.9 189.25 23.9 327.45 29.1 55.97 24.1 192.00 24.1 330.15 29.1 58.65 24.4 193.40 22.1 332.20 23.3 61.70 24.2 196.60 25.2 335.00 22.5 64.45 24.0 199.40 24.5 338.15 23.2 67.55 24.7 202.50 24.9 340.95 22.9 70.60 25.1 205.35 24.2 344.05 25.1 73.35 26.0 207.70 23.1 346.75 23.3 76.45 25.6 210.45 24.0 349.50 23.5 79.20 25.2 213.70 24.8 352.55 23.4 82.25 25.7 216.60 22.8 355.30 22.8 84.95 25.8 217.75 23.5 358.05 23.6 88.05 25.0 218.60 21.1 361.15 24.8 90.75 24.8 221.20 23.6 363.80 22.8 93.79 23.4 224.30 21.8 365.25 23.7 96.89 21.5 227.00 23.0 368.20 30.3 99.58 24.0 228.00 22.7 371.10 25.1 100.77 22.8 231.10 36.4 374.20 22.1 103.40 23.6 233.95 22.9 377.00 24.5 105.97 25.7 236.95 25.0 380.10 21.4 108.74 24.9 240.15 25.1 382.93 22.2 111.54 23.2 243.00 23.4 386.10 22.5 114.25 25.6 246.15 23.8 388.85 24.8 117.35 25.0 249.00 22.9 391.60 25.6 120.05 24.8 252.15 22.4 394.65 22.3 123.10 25.4 254.95 23.0 397.40 22.8 125.15 24.5 258.05 22.4 400.15 24.4 128.30 23.8 260.90 23.1 402.75 26.1 130.95 25.0 264.00 24.4 405.45 27.3 132.45 26.0 266.85 25.3 408.30 31.9 133.61 22.1 269.90 24.8 411.45 30.6 134.08 21.9 272.62 23.0 414.20 31.4 137.22 21.9 275.70 26.1 416.95 26.9 139.94 22.9 278.45 27.5 420.05 25.7 142.65 23.3 281.55 26.1 422.80 25.8 145.75 23.7 284.25 26.4 425.55 27.2 148.48 24.2 287.30 25.3 428.65 26.6 151.15 21.5 290.10 24.7 431.40 28.5 154.20 25.3 293.05 26.6 434.30 28.3 156.95 25.4 296.90 23.6 437.05 22.0 160.05 26.6 299.20 22.6 439.75 22.2 162.75 26.2 302.00 22.7 442.80 23.3 165.80 26.3 305.05 22.3 445.55 23.5 168.50 25.9 307.75 24.2 448.30 22.8 171.55 28.5 310.45 28.3 451.35 23.1 174.25 28.3 313.15 30.2 454.10 23.9 177.35 27.5 316.25 29.1 457.45 30.5 180.45 22.5 318.95 30.0 460.20 28.5
88 Electric conductivity of returning water, OL-KR43 Appendix 8.11 Depth Electric Depth Electric Depth Electric m conduc- m conduc- m conductivity tivity tivity ms/m ms/m ms/m 462.95 24.2 600.85 28.1 750.45 27.0 466.05 25.1 603.80 67.7 753.50 22.4 467.88 24.4 606.55 25.1 756.27 24.5 470.20 23.6 609.30 26.8 766.80 26.6 473.20 26.0 612.35 68.8 767.25 21.8 476.05 24.2 613.70 21.8 772.29 24.9 478.95 24.5 615.45 22.9 776.04 26.7 481.70 25.2 618.75 23.2 778.74 20.4 484.50 26.9 621.75 22.9 781.46 22.9 487.35 26.8 624.75 23.3 784.55 21.3 490.45 25.4 627.40 19.7 787.26 24.7 493.20 21.5 630.45 26.3 790.30 26.9 499.05 23.2 633.75 22.2 792.90 27.0 501.80 23.2 635.05 30.8 795.00 25.1 504.55 25.7 638.10 31.8 796.85 24.9 507.60 24.6 640.95 29.6 799.85 31.3 510.70 27.3 642.70 29.5 802.59 23.0 513.55 24.7 645.70 32.6 805.23 20.1 514.55 22.4 648.70 30.9 808.30 25.5 517.70 33.4 653.15 27.0 811.05 24.9 520.75 29.8 656.20 27.8 816.85 23.6 523.50 24.8 658.95 31.3 819.95 20.8 526.50 31.1 662.00 30.4 822.75 21.3 529.25 23.5 664.75 26.8 825.80 21.0 532.00 22.4 667.45 28.9 828.60 23.5 535.05 23.1 670.50 26.2 831.83 25.8 537.80 23.0 673.57 26.3 834.61 25.7 540.55 23.1 682.09 25.9 837.37 31.2 543.65 23.2 685.10 23.7 840.45 29.0 546.40 25.1 686.10 22.5 843.25 31.6 549.45 21.9 689.15 99.6 846.30 28.0 552.25 26.2 692.20 20.6 849.10 26.9 554.55 23.0 694.95 23.7 852.10 28.3 557.30 25.9 697.70 23.3 855.70 24.3 560.05 23.8 700.45 23.6 862.90 25.9 563.15 23.6 703.05 26.3 865.66 22.4 565.90 23.7 706.05 23.2 868.76 25.3 568.65 24.2 712.33 23.8 871.45 26.5 571.75 26.8 715.55 26.8 872.85 29.3 574.50 25.0 718.30 24.4 875.85 27.6 576.10 28.8 720.85 24.3 878.60 27.5 576.15 23.5 723.65 22.3 879.10 24.0 579.05 34.8 729.55 20.4 881.30 25.3 583.75 31.5 732.58 24.8 884.23 27.2 586.50 30.0 733.11 23.1 887.23 24.0 589.25 28.3 735.95 23.4 889.93 24.7 592.25 41.5 739.00 24.6 892.65 22.2 594.95 32.5 741.66 28.0 895.75 27.4 597.80 25.9 744.50 27.5 898.50 27.0 599.20 27.4 747.55 25.5 901.50 26.1
89 Electric conductivity of returning water, OL-KR43 Appendix 8.11 Depth Electric m conductivity ms/m 902.93 26.7 903.38 34.6 905.96 25.4 909.15 27.7 911.90 26.1 914.95 27.1 920.30 26.2 923.25 25.5 925.95 25.6 928.66 21.9 931.73 24.3 934.45 24.4 934.85 23.5 937.85 23.5 940.60 24.1 943.25 24.5 948.85 27.2 951.06 23.0 954.17 22.2 957.23 22.9 959.95 24.4 963.00 23.9 965.75 24.2 968.85 24.9 971.55 24.6 974.35 26.5 977.05 27.0 980.15 25.0 982.89 20.6 985.05 22.7 987.52 22.3 990.55 23.7 996.35 26.7 999.05 29.7 1000.30 26.1
90
I I Main rock type Minor subdivisions Start End Start End m m m m 40.35 42.60 42.60 87.60 87.60 167.40 167.40 174.35 174.35 215.35 215.35 234.20 234.20 245.35 245.35 317.40 317.40 347.00 85.70 87.95 110.25 112.75 113.25 118.25 118.25 123.20 138.10 142.15 154.30 156.60 176.45 178.95 192.45 197.00 197.00 200.90 200.90 203.55 203.55 215.35 219.70 224.00 241.30 245.35 249.90 252.40 260.20 264.10 271.50 273.70 291.05 294.05 323.10 326.30 327.55 330.55 -- Rock type VGN TGG VGN VGN DON VGN DON DON DON MFGN VGN PGR DON PGR MFGN VGN DON PGR DON DON VGN DON DON DON PGR DON PGR _YGN _ Description Partly rock is regularly foliated and partly structure is more gneissic. Very homogenous medium grained tonalitic gneiss. Only some narrow granitic stripes occur. Lineation is clear. Regularly foliated veined gneiss. Variating veined gneiss. Foliation varies, but is mainly regular. Average leucosome content is 20 %. Mica gneiss is gularly foliated and leucosome content is over 50 %. Foliation is very regular in veined gneiss between this depth interval. Regularly foliated- gular structured migmatite. Leucosome content varies. Leucosome content is about 50% and gneiss stripes are gular to regular. More pegmatite containing section. Rock contains chlorite/ biotite and hornblende rich sections. Greenish hornblende rich sections are most homogenous and are probably a kind of meta veins. I Some short granite sections occur in veined gneiss. Othervise leucosome content in gneiss is about 25 %. Foliation in gneiss is mainly quite regular. I Reddish, medium to coarse grained granite. Section starts with pegmatite leucosome and changes gradually to more gneiss bearing. The end I of the section is mica gneiss with skarn. Reddish, medium to coarse grained granite. Medium grained hornblende/ chlorite bearing massive rock. Possible meta vein. Veined gneiss with about 10-15 % leucosome. Variating diatexitic gneiss. Leucocome content is high. Short sections of veined gneiss and pure pegmatite occur. Foliation of mica gneiss in DON varies from regular to gular. I Unpure medium to coarse grained granite. Some narrow mica gneiss stripes occur. Rock consists of narrow sets of pegmatite and medium grained TGG gneiss. Rock is a kind of migmatitic TGG gneiss. Diatexitic gneiss with about 50 % of leucosome. Variating veined gneiss. Foliation varies from regular to folded. Average leucosome content varies 20-30 %. Banded diatexitic gneiss with over 50% ofleucosome. Foliation is gular. Banded diatexitic gneiss with over 50 % ofleucosome. Foliation is gular. Banded diatexitic gneiss with over 50% ofleucosome. Foliation is gular. Pure reddish coarse grained granite Variating diatexitic gneiss. Rock consists of sections of pure pegmatite granite and veined/ mica gneiss Coarse grained pegmatite granite. Leucosome content is about 25 %. Mica gneiss in section is medium grained. - I I ""0 a ::::r' c:; e. 0.. tl.l n '""I o? 0 r w.6" "0 ::s 0.. ;;;; 00... N -\0
I ' I I Main rock type Minor subdivisions Rock type Start End Start End m m m m 335.70 336.35 347.00 430.10 VGN 390.30 396.90 DGN 409.10 414.00 DGN 430.10 435.10 DGN 435.10 443.40 VGN 443.40 455.10 VGN 453.10 455.10 PGR 455.10 492.60 VGN 462.10 465.40 PGR 466.55 467.60 TGG 478.55 479.90 PGR 482.55 484.90 PGR 490.20 492.60 DGN 492.60 544.40 PGR 524.58 528.15 TGG 544.40 603.85 VGN 568.95 571.15 PGR 572.47 574.93 VGN 590.25 591.63 603.85 615.65 PGR 610.40 613.05 VGN 615.65 653.90 VGN 621.40 628.60 VGN 633.45 635.10 638.90 643.00 DGN Description Quartz rich very fine grained skarn. Complicated rock in which is features ofveined and diatexitic gneiss. Average leucosome content is 30 % but foliation is occasionally gular in short sections especially in the beginning. Complicated diatexitic gneiss. Foliation is mainly gular. Short section oftgg also occur Foliation is mainly gular. High leucosome content. Rock is mainly medium to coarse grained granite including some mica gneiss. Could be classified as granite. Veined gneiss with about 10-15% leucosome. A couple of 0.5 m long pegmatite sections occur. Veined gneiss which consists mainly of fine to medium grained homognenous mica gneiss. Leucosome occurs as narrow stripes. Medium to coarse grained light colored granite. Variating veined gneiss. Coarse grained <0.5 m leucosome sections occur. Mica gneiss itself is quite homogenous in veined gneiss. Mainly coarse grained granite. There are features of a kind ofbrecciation in granite in the end half of section. Gray medium grained weakly foliated granitic rock. Coarse grained pegmatite granite. Coarse grained pegmatite granite mainly. Some gneiss stripes occur. Rock is mainly medium grained granite including some mica gneiss. Mainly coarse grained light colored pegmatite. Occasionally there are features of foliation in granite. Some narrow mica gneiss sections occur. Medium grained weakly foliated granitic gneiss. Veined gneiss with about 10-20% ofleucosome stripes. Pure light colored pegmatite granite. Rock weakly to moderately brecciated thh section. Disseminated sulphides (pyrrhotite and pyrite) occur. Greenish to reddish fine grained skarn section. Coarse grained light colored pegmatite. Veined gneiss as in previous main section. Veined gneiss with about 10-20% ofleucosome stripes. Some< 1 m coarse grained granite sections occur. Amount ofleucosome increases after 643 m. Rock consists of narrow< lm sections ofpegmatite and mica/veined gneiss. Features of weak to moderate brecciation occur in veined gneiss. Rock is mainly coarse grained granite. Strong brecciation occur between 640.1-641.30 m. In this brecciated section sulphide stripes occur occasionally. '"ti (D 8 (IQ. """ ::r c=; e. 0.. (D Cll () """ ;:s? 0 t'"'" w.g- 'i:l (D ;:::3 0.. ;;< 00... N 1.0 N
Main rock type Minor subdivisions Start End Start End m m m m 653.90 669.95 669.95 694.95 694.95 731.55 731.55 739.20 739.20 746.70 746.70 751.75 751.75 763.10 763.10 768.15 768.15 797.25 797.25 805.85 805.85 833.85 833.85 842.35 842.35 868.40 868.40 874.60 874.60 899.85 899.85 914.30 914.30 927.55 927.55 940.25 699.95 703.80 711.30 715.10 717.95 720.20 800.85 803.00 804.45 805.70 852.25 855.50 857.30 858.95 883.15 884.60 905.55 907.90 924.65 927.55 Rock type DGN VGN DGN PGR PGR VGN PGR VGN DGN VGN DGN PGR DGN PGR VGN DGN VGN DGN PGR DGN VGN DGN DGN PGR TGG VGN PGR Description Leucosome rich diatexitic gneiss. Foliation in mica gneiss varies from regular to gular. Foliation in veined gneiss is mainly quite regular. Short <1 m sections ofpegmatite occur occasionally. Mainly amount ofleucosome is 20% Very leucosome rich section. Veined/mica gneiss occur as short sections in diatexite. Coarse grained light colored pegmatite. Very coarse grained pegmatite. F oldedl foliated veined gneiss. Coarse grained light colored pegmatite. Regularly foliated veined gneiss. Amount of leucosome is about 25 %. Unpure coarse grained granite. Some narrow mica gneiss stripes occur. Regularly foliated veined gneiss. Amount of leucosome is about 25 %. Rock consists of short sections of mica gneiss and pegmatite. Coarse grained light colored pegmatite. Partly veined gneiss partly gular diatexite. Coarse grained light colored pegmatite. A couple of reddish/ greenish skam inclusions. Dark medium grained veined gneiss. Foliation varies from regular to folded and gular. Because of more coarse grain size and common occurrence of sillimanite, rock is partly TGG looking. Some small skarn inclusions occur. Leucosome content is about 25 %. Composition of the rock is very similar as in previous section, but foliation is gular. Rock as same type as in previous VGN section. Short sections of coarse grained pegmatite occur. Mainly coarse grained granite, but there is some mica gneiss. Coarse grained light colored pegmatite. Mainly coarse grained granite, but there is some mica gneiss. Mainly regularly foliated rock. Amount of leucosome varies from 20-30 %. Mica gneiss in veined gneiss is fine to medium grained. Sillimanite occur occasionally. Mainly coarse grained granite, but there are some mica gneiss stripes. Leucosome rich diatexitic gneiss. Foliation in mica gneiss is mainly gular. Light colored pegmatite. Gray medium grained weakly to moderately foliated granitic rock. Coarse grained pegmatitic granite occur mixed in TGG. Regularly foliated veined gneiss. Mainly corse grained light colored granite, but there are some mica gneiss and moderately foliated l.g!:_anitic sections. '"0 (1) -a (JQ. ::T' r:; e. 0.. (1) tl.l n ""' c;? 0 t""" w '"0 (1) ::::s 0.. ;;<?0... N 1.0 w
Main rock type Minor subdivisions Start End Start End m m m m 940.25 1000.26 994.15 996.75 Rock type VGN Description Mainly regularly foliated veined gneiss, partly foliation is in short sections gular. Amount of leucosome is about 20 %. Some short coarse grained pegmatite section,< 1 m, occurs. PGR Mainly coarse grained granite. -- '"C a (J'Q "'1. :::r ;:; e. 0.. (1) l:n (') "'1 c;? 0 t""" w 1.0.+:;:... "0 (1) ::s 0..?0... N
Main rock type Minor subdivisions Start End Start End m m m m 1.95 45.01 13.76 16.42 40.05 41.98 Rock type Description TGG Very homogenous medium grained tonalitic gneiss. Some narrow granitic stripes and few gneiss sections occur. Lineation is clear. VGN Rock is regularly foliated gneiss mixed with section oftgg. VGN Partly rock is regularly foliated veined gneiss and partly structure is more gneissic. '"0 g OCl. ::J"' c:; e?.. 0.. tl.l (') '""! s p 0 t""' l.n t;t:; \0 Vl ::::3 0.. ;;;;?0... N
96
97 Degree of weathering, OL-KR43 Appendix 8. 13 Start End Weathering degree Remarks 40.35 54.75 RpO 54.75 55.05 Rp1-2 55.05 55.60 RpO 55.60 55.70 Rp1-2 55.70 85.70 RpO 85.70 93.40 RpO(Rp1) Small colour changes in veined gneiss. 93.40 97.10 Rp0-1 Granitic parts in VGN are light red coloured. 97.10 100.20 Rp1-2 Crush structured rock. 100.20 109.75 Rp0-1 Colour of mica gneiss occasionally lightened and granitic parts are reddish. 109.75 122.50 Rpl Colour of mica gneiss lightened and granitic parts are reddish. Kaolin in small amounts is common in mica gneiss. 122.50 122.90 Rp1-2 Crush structured rock. 122.90 126.95 Rp1 Kaolin occurs thhout rock. 126.95 132.30 Rp0-1 Reddish colour in granite in VGN. 132.30 163.50 Rp1 Kaolin occurs small amounts thhout rock. 163.50 167.95 Rp0-1 Kaolin occurs occasionally, granite in gneiss is reddish coloured. 167.95 176.30 RpO(Rp1) Weathering near fractures. 176.30 195.40 Rp0-1 Kaolin occurs occasionally, granite in gneiss is reddish coloured. 195.40 206.40 RpO 206.40 207.90 Rp0-1 Kaolinization. 207.90 213.85 RpO 213.85 217.60 Rpl Fractured zone in section, kaolinization occur 217.60 233.70 Rp0-1 Pegmatite is mainly reddish, kaolinization occur 233.70 234.10 Rp1 Crush structured rock. 234.10 274.30 Rp0-1 Pegmatite is mainly reddish, kaolinization occur occasionally. 274.30 297.10 RpO(Rpl) Weathering near fractures. 297.10 297.35 Rp1 Fractured zone 297.35 310.40 Rp0-1 Lightened colour in mica gneiss occasionally, pegmatite is reddish coloured 310.40 317.30 RpO 317.30 320.60 Rp0-1 320.60 340.40 RpO(Rp1) Lightened colour near some fractures, light reddish colour in pegmatite occasionally. 340.40 342.40 Rp1(Rp2) Crush structured zone. 342.40 344.70 Rp0-1 Leucosome is red coloured. 344.70 433.10 RpO 433.10 435.15 Rp0-1 Weathering near fractures. 435.15 454.50 RpO 454.50 456.50 Rp0-1 Weathering near fractures. 456.50 488.75 RpO 488.75 489.05 Rpl Narrow lightened colour section in mica gneiss. 489.05 564.50 RpO Only occasional pale reddish colour in pegmatite. 564.50 571.90 Rp0-1 Lightened colour in mica gneiss occasionally. 571.90 587.84 R_Q_1 colour of mica gneiss lightened in whole section.
98 Degree of weathering, OL-KR43 Appendix 8.13 Start End Weathering degree Remarks 587.84 587.99 Rp3 Clay I grain filling 587.99 590.30 Rp1 colour of mica gneiss lightened in whole section. 590.30 598.90 Rp0-1 colour of mica gneiss partly lightened. 598.90 613.80 RpO(Rp1) Weathering near fractures. 613.80 617.70 Rp0-1 colour of mica gneiss lightened, yellowish shade in fractured pegmatite. 617.70 633.10 RpO(Rp1) Narrow lightened sections in mica gneiss. 633.10 640.10 Rp0-1 colour of mica gneiss mainly lightened. 640.10 643.00 Rp1-2 Strongly brecciated rock in section. 643.00 647.22 Rp1 colour of mica gneiss mainly lightened and colour change also in leucosome. 647.22 647.79 Rp3 One grain filled fracture. Mainly weared away during drilling. 647.79 650.40 RpO(Rp1) Weathering near fractures. 650.40 715.85 RpO 715.85 718.35 RpO(Rp1) Weathering near fractures. 718.35 823.30 RpO 823.30 826.75 RpO(Rp1) Lightened colour near some fractures and micro fractures. 826.75 903.70 RpO 903.70 912.90 RpO(Rp1) Lightened colour in mica gneiss stripes occasionally and patchy yellowish colour in leucosome. 912.90 959.90 RpO 959.90 960.00 Rp1 Weathering near fractures. 960.00 976.50 RpO 976.50 977.80 Rp1 977.80 990.90 RpO(Rp1) Weathering near some fractures. 990.90 1000.26 RpO
99 Degree of weathering, OL-KR43B Appendix 8.13 Start End Weathering degree Remarks 1.95 15.00 RpO 15.00 16.44 Rp1 Kaolin stripes in gneiss 16.44 41.30 RpO 41.30 41.75 Rp0-1 Kaolin stripes in gneiss
100
101 Foliation, OL-KR43 Appendix 8.14 Borehole section Rock Alfa Beta Degree of Dip Dip Remarks Start (m) End (m) type angle ( 0 ) angle ( 0 ) foliation direction ( 0 ) (0) 40.35 42.60 VGN GNE2 GNEI-GNE2 42.60 85.70 TGG GNEI 85.70 110.25 VGN BAN2 91.85 VGN 80 270 BAN2 157 31 101.82 VGN 75 215 BAN2 150 19 109.91 VGN 75 340 BAN2 170 43 110.25 112.75 DGN IRR 112.75 114.30 VGN BAN2 114.20 VGN 70 30 BAN2 191 47 114.30 118.25 VGN BAN3 115.36 VGN 75 60 BAN3 198 39 118.25 123.20 DGN BAN2 IRR-BAN2 123.20 125.30 VGN BAN3 125.30 154.30 VGN BAN2 131.26 VGN 70 10 BAN2 182 49 138.10 142.15 DGN IRR 142.15 154.30 VGN BAN2 144.05 VGN 80 280 BAN2 159 32 152.02 VGN 80 30 BAN2 185 38 154.30 156.60 DGN BANI 156.60 167.40 VGN BAN2 156.98 VGN 75 330 BAN2 166 43 166.26 VGN 70 240 BAN2 133 25 167.40 174.35 MFGN MAS GNE2-3, MAS 167.82 MFGN 70 290 GNE3 147 40 174.35 MFGN 47 285 GNE3 125 56 174.35 176.45 VGN BAN2 176.33 VGN 75 290 BAN2 153 37 176.45 178.95 PGR MAS 178.95 192.45 VGN BAN2 185.13 VGN 70 320 BAN2 160 46 192.45 197.00 DGN BANI 197.00 200.90 PGR MAS 200.90 203.55 MFGN MAS 203.55 215.35 VGN BAN2 206.54 VGN 80 90 BAN2 197 31 214.24 VGN 65 0 BAN2 177 54 215.35 219.70 DGN BAN2 219.70 224.00 PGR MAS 224.00 234.20 DGN BANI MAS-BANI 243.20 245.35 DGN GNEI MAS-GNEI 245.35 249.90 VGN BAN2 246.93 VGN 80 60 BAN2 192 35 249.90 252.40 DGN BANI IRR-BANI 252.40 260.20 VGN BAN2 256.01 VGN 80 50 BAN2 190 36 260.20 264.10 DGN BANI IRR-BANI 264.10 291.05 VGN BAN2 BAN1-BAN2 270.02 VGN 80 20 BAN2 183 39 279.20 VGN 80 0 BAN2 177 39 287.62 VGN 90 0 BAN2 177 29 291.05 294.05 PGR MAS 294.05 317.40 VGN BAN2 297.46 VGN 85 130 BAN2 186 26 304.04 VGN 65 80 BAN2 217 41 309.35 VGN 65 40 BAN2 198 51 317.40 323.10 DGN BANI MAS-BANI 323.10 326.30 PGR MAS 326.30 330.55 VGN BAN2 328.42 VGN 70 30 BAN2 191 47
102 Foliation, OL-KR43 Appendix 8.14 Borehole section Rock Alfa Beta Degree of Dip Dip Remarks Start (m) End (m) type angle ( 0 ) angle ( 0 ) foliation direction ('] CO) 330.55 347.00 DGN BAN1 MAS, IRR-BAN2 347.00 366.00 VGN BAN2 BAN1-BAN2, folding 350.30 VGN 65 290 BAN2 142 44 363.35 VGN 75 15 BAN2 183 44 366.00 390.30 VGN BAN2 371.25 VGN 80 290 BAN2 160 34 377.45 VGN 80 0 BAN2 177 39 382.77 VGN 75 0 BAN2 177 44 388.06 VGN 75 60 BAN2 198 39 390.30 396.90 DGN IRR IRR, BAN 1, MAS 394.70 409.10 VGN BAN2 IRR-BAN2 399.75 VGN 60 75 BAN2 219 46 406.05 VGN 80 10 BAN2 180 39 409.10 413.60 DGN IRR IRR/ BAN1 413.30 430.05 VGN BAN2 417.95 VGN 60 0 BAN2 177 59 425.20 VGN 75 270 BAN2 148 32 430.05 435.05 DGN IRR IRR/ MAS 435.05 453.10 VGN BAN2 437.45 VGN 80 60 BAN2 192 35 442.42 VGN 70 40 BAN2 195 46 450.24 VGN 75 65 BAN2 200 38 453.10 455.10 PGR MAS 455.10 462.10 VGN BAN2 458.91 VGN 70 40 BAN2 195 46 462.10 465.40 PGR MAS 465.40 478.55 VGN BAN2 467.58 VGN 70 30 BAN2 191 47 473.49 VGN 70 10 BAN2 182 49 478.55 479.90 PGR MAS 479.90 482.55 VGN BAN2 482.55 484.90 PGR MAS 484.90 492.60 VGN BAN2 487.13 VGN 70 55 BAN2 201 43 492.60 524.58 PGR MAS 524.58 528.15 TGG GNE1 MAS-GNE1 528.15 544.40 PGR MAS 544.40 568.95 VGN BAN2 546.15 VGN 75 135 BAN2 208 21 553.85 VGN 70 150 BAN2 218 15 563.43 VGN 70 120 BAN2 221 25 568.95 571.15 PGR MAS 571.15 603.85 VGN BAN2 578.48 VGN 55 10 BAN2 184 64 585.70 VGN 75 25 BAN2 187 43 591.13 VGN 90 0 BAN2 177 29 599.76 VGN 80 315 BAN2 165 37 603.85 610.45 PGR MAS 610.45 613.05 VGN BAN2 611.40 VGN 75 35 BAN2 190 42 613.05 615.65 PGR MAS 615.65 638.90 VGN BAN2 624.73 VGN 85 270 BAN2 167 29 626.59 VGN 70 320 BAN2 160 46 636.74 VGN 80 30 BAN2 185 38 638.90 643.00 DGN IRR Brecciation 643.00 653.90 VGN BAN2 649.21 VGN 80 330 BAN2 169 38 653.90 669.95 DGN BAN2 IRR-BAN2 659.50 VGN 70 0 BAN2 177 49 Short section of veined gneiss
103 Foliation, OL-KR43 Appendix 8.14 Boreho1e section Rock Alfa Beta Degree of Dip Dip Remarks Start (m) End (m) type angle_co) angle_e_l foliation direction _C_O) (0) 669.95 694.95 VON BAN2 670.32 VON 75 0 BAN2 177 44 676.46 VON 75 20 BAN2 185 43 679.99 VON 75 15 BAN3 183 44 684.72 VON 80 20 BAN2 183 39 692.30 VON 70 0 BAN2 177 49 694.95 699.55 DON BAN2 MAS/BAN2 699.95 703.80 POR MAS 703.80 711.30 DON IRR MAS-BAN2 711.30 715.10 POR MAS 715.10 717.95 DON IRR 717.95 720.20 VON BAN2 719.90 VON 70 310 BAN2 155 44 720.20 731.55 DON MAS MAS/ BAN2 731.55 739.20 POR MAS 739.20 746.70 VON BAN2 740.51 VON 75 350 BAN2 174 44 745.77 VON 65 25 BAN2 190 53 746.70 751.75 DON IRR 751.75 763.10 VON BAN2 753.04 VON 60 5 BAN2 180 59 759.07 VON 85 20 BAN2 180 34 763.10 768.15 DON BAN2 MAS/BAN2 768.15 797.25 POR MAS 797.25 805.85 DON IRR MAS/BAN2 800.05 833.85 VON 70 240 BAN2 133 25 Veined gneiss in diatexite 805.85 VON BAN2 IRR-BAN2 809.83 VON 50 270 BAN2 117 48 821.17 VON 70 60 BAN2 203 42 828.20 VON 75 100 BAN2 208 30 833.85 842.35 DON IRR 842.35 852.25 VON BAN2 846.21 VON 75 100 BAN2 208 30 851.95 VON 70 50 BAN2 199 44 852.25 855.50 DON IRR IRR-BAN1 855.50 868.40 VON BAN2 855.95 VON 65 130 BAN2 235 22 863.90 VON 50 240 BAN2 97 34 868.40 874.60 DON IRR MAS-BAN1 874.60 899.85 VON BAN2 878.70 VON 75 80 BAN2 204 35 885.45 VGN 80 330 BAN2 169 38 893.85 VON 70 30 BAN2 191 47 899.85 914.30 DON IRR IRR-BAN1 914.30 924.65 TOO ONE1 MAS-ONE1 924.65 927.55 VON BAN2 927.40 VON 70 30 BAN2 191 47 927.55 940.25 POR MAS MAS-ONE1 940.25 1000.26 VON BAN2 BAN2-IRR 948.10 VON 85 270 BAN2 167 29 951.90 VON 70 20 BAN2 186 48 963.81 VON 80 190 BAN2 172 19 271.00 VON 80 250 BAN2 156 27 978.75 VON 80 210 BAN2 163 21 979.85 VON 85 240 BAN2 168 27 990.20 VON 75 150 BAN2 203 18 993.50 VON 65 210 BAN2 117 14 998.85 VON 70 160 BAN2 211 12
104 Foliation, OL-KR43B Appendix 8.14 Borehole section Rock Degree of Alfa angle Beta Dip Start (m) End (m) type foliation (0) angle ( 0 ) direction ( 0 ) Dip Remarks (0) 1.95 13.76 TGG GNE1 6.00 GNE1 70 340 171 48 8.85 GNEl 80 310 167 36 13.76 16.42 VGN BAN2 16.00 VGN BAN2 70 300 154 43 16.42 40.05 TGG GNE1 31.10 TGG GNE1 70 280 146 38 40.05 41.98 VGN BAN2 BAN2, GNE1 40.40 VGN BAN2 80 290 162 34 41.98 45.01 TGG GNE1
I I I Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 1 40.38 fi 40 2 40.64 fi 70 3 41.07 fi 55 60 206 57 4 42.56 fi 25 255 82 61 5 42.64 fi 20 70 233 84 6 43.23 ti 70 7 43.26 fi 80 8 43.48 43.90 fi 0 270 80 90 9 44.09 fi 30 90 243 65 10 45.43 fi 15 200 17 45 11 47.15 fi 60 180 170 3 12 47.33 fi 50 330 150 70 13 49.99 ti 20 200 20 40 14 54.80 55.00 15 54.87 fi 40 210 52 26 16 54.93 grfi 30 180 350 27 17 54.98 grfi 35 18 55.67 grfi 40 180 350 17 19 55.69 fi 45 190 21 13 20 58.75 fi 30 180 350 27 21 64.07 fi 40 150 289 26 22 66.92 fi 20 165 327 39 23 67.54 fi 15 195 11 44 24 71.66 fi 35 190 11 23 25 75.13 fi 30 190 9 28 26 77.76 fi 35 210 45 30 27 78.48 fi 40 210 52 26 28 81.67 fi 40 210 52 26 29 83.58 fi 40 160 304 22 30 83.63 fi 45 160 295 17 31 85.26 fi 30 260 89 60 32 85.37 fi 35 165 319 24 33 85.72 fi 70 34 86.19 fi 80 350 168 43 35 86.34 fi 90 36 86.36 fi 75 20 -- 177 48 Colour of fracture surface lgra whit, gray, lbro gray gray, lbro gray, whit gray gray, gree dgre, blac gray, lbro gray, whit gray, lbro gray ggra gray gray, ggre gray, ggre gray, lgra gray, lbro lgra gray, lbro lbro lgra, lbro lgra, lbro lgra, lbro lgra, lbro lgra, lbro lgra, lbro lgra lbro blac, yell whit whit whit, lgra Fracture filling kaol,, sulf, sulf, kaol chlo, sulf clay, whit, sulf clay, sulf, sulf sulf, sulf, sulf, sulf, sulf, sulf, sulf sulf chlo, illi kaol kaol kaol Thickness Fracture of filled shape fracture, mm 2 1.5 3 5 5 5 8 2 2 Fracture hness Remarks calcite crystals, undulating crushed and weathered zone calcite crystals foliation foliation c ;a. 0..., n 2" @ en 0 r (j..) > "'':j "'':j 1:::1 0.. ;;<?0 -Vl -0 VI
I I Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction (0) fracture m m (0) (0) (0) surface 37 86.87 fi 75 20 177 48 blac, whit 38 87.01 fi 25 280 102 75 lgra 39 87.59 fi 90 whit, lgra 40 88.85 fi 75 whit 41 89.44 fi 30 175 340 28 lgra 42 89.63 fi 25 170 333 33 gray, lgra 43 90.59 fi 80 0 170 44 blac, ygre, gray 44 91.02 fi 85 290 162 36 lgra, whit, lbro 45 91.86 fi 75 ygre 46 93.14 fi 70 ygre 47 93.40 fi 60 lgra, lgre 48 93.74 fi 35 40 202 82 whit, ygre 49 94.09 fi 30 lbro 50 94.79 fi 0 340 327 59 lbro, whit 51 95.10 fi 0 110 277 80 whit, lbro 52 95.36 fi 20 0 350 76 lgra, lbro, whit 53 95.80 fi 25 10 359 82 lgra, lbro 54 96.41 fi 80 20 175 43 whit, lbro 55 96.62 ti 70 56 97.19 fi 90 gray, lgra 57 97.24 fi 0 gray, lbro, ggre 58 97.50 fi 70 gray 59 97.62 fi 90 lgra, lbro 60 97.65 fi 70 blac, gray 61 97.68 fi 60 lgra, gray, lbro 62 97.70 fi 50 gray 63 64 97.72 99.20 65 97.73 fi 70 gray 66 97.77 fi 25 gray 67 97.82 fi 60 gray, lgra 68 97.85 fi 70 lgra, lbro, gray 69 97.92 fi 90 gray 70 97.95 fi 90 lgra, gray 71 98.27 fi 55 gray 72 98.44 clfi 80 gr Fracture Thickness Fracture filling of filled shape fracture, mm chlo, kaol kaol, kaol chlo, illi, kaol, sulf illi illi, illi kaol, illi sulf sulf, kaol kaol, sulf, sulf, kaol, sulf kaol, sulf, sulf chlo, clay, sulf chlo,, sulf clay clay, 3 3 clay, chlo clay clay 3 Fracture hness Remarks foliation foliation splitted partly undulating, undulating splitted, rock brecciated between this and previous fracture insignificant core loss is possible strongly weathered r fa. 0..-+; (') 2 (il "' 0 r (.;.) 'e 'e ::s 0. -?0 -Vl... 0 0'\
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 73 98.45 fi 0 74 98.51 fi 75 75 98.53 fi 65 76 98.62 fi 80 77 98.70 grfi 75 78 98.79 grfi 70 79 98.84 clfi 60 80 99.02 fi 75 81 99.05 fi 80 82 99.12 fi 70 83 99.16 fi 20 84 99.20 99.98 85 fi 30 86 fi 10 87 fi 30 88 fi 40 89 100.05 fi 85 90 100.12 fi 85 91 100.35 fi 50 92 100.45 fi 30 93 100.57 fi 75 94 100.67 fi 90 95 100.82 fi 55 96 100.93 fi 0 97 100.96 fi 80 98 101.08 fi 75 99 101.18 fi 75 100 101.32 fi 50 50 203 66 101 101.41 fi 70 30 183 51 102 101.64 fi 25 103 101.66 fi 65 104 101.82 fi 65 210 122 17 105 101.83 fi 25 106 101.94 ti 80 107 102.01 fi 70 Colour of fracture surface gray lgra lgra, gray gray, lgra, lbro gray, lbro gray, lgre gray gray gray, lbro gray blac, gray gray blac, gray gray, lbro, lgre gray blac, gray gray gray, whit gray blac, gray whit, lgre gray lgra gray, lgra gray gray lgra dgre, lbro gray, lgra ggre, lgra gray ggre, lgra _gr'!}j ggr_e, lbro Fracture filling, sulf sulf, clay clay chlo, clay sulf clay clay clay clay, illi chlo, clay clay, kaol clay chlo, clay kaol, kaol clay, lbro clay clay, sulf Thickness Fracture of filled shape fracture, mm 10 3 2 0.5 Fracture hness Remarks foliation technical core loss 0.5 m because of strong weathering foliation c 0 1-+) n G en 0 l' w > 'e 'e G ::s 0. x?0... Vl -0...:I
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m CO) (0) (0) 108 102.73 fi 65 109 102.86 fi 75 110 102.91 fi 55 111 102.92 fi 55 112 102.96 fi 80 270 152 34 113 103.52 fi 75 70 192 40 114 103.59 fi 10 115 104.01 fi 85 116 104.36 grfi 80 117 104.56 fi 25 118 104.91 grfi 90 119 104.97 fi 15 120 105.08 ti 30 121 105.52 fi 90 122 105.79 fi 25 123 106.12 fi 65 124 106.18 ti 25 125 106.33 fi 30 126 106.51 fi 70 127 106.75 fi 60 128 106.87 fi 30 129 107.36 fi 40 130 107.37 fi 40 131 107.63 fi 85 132 107.67 fi 70 133 107.72 fi 75 134 107.81 fi 40 135 108.52 fi 60 136 108.54 fi 80 137 108.65 fi 80 138 108.70 fi 85 139 108.72 fi 80 0 170 44 140 108.90 fi 10 141 109.72 fi 70 142 109.85 fisl 80 143 109.91 fisl 75 340 163 48 Colour of fracture surface gray lgra gray, blac blac, gray gray lgra, lbro lgra ygre, lgra blac, gray whit, lbro, lgra gray, blac gray, ggre, lbro blac lgra dgra gray gray, blac ygre, blac, gray lgra lgra lgra, lbro gray gray whit, blac gray gray lgra blac, gray blac blac, lgra lgra blac, lbro blac, ygre, gray blac, ygre, gray Fracture filling clay, chlo, clay, sulf illi, chlo, clay kaol, sulf, clay, chlo clay, sulf, chlo chlo clay, chlo illi, chlo, sulf kaol, chlo chlo chlo, chlo, sulf chlo, illi chlo, illi, Thickness of filled fracture, mm Fracture shape 0.5 3 3 1rre 1rre 1 1rre Fracture hness Remarks, swarm of micro fractures splitted, splitted I r - 0... ('") 2 @ Yl 0 r V) '"d '"d ::I 0. ;;:;?0 -Vl... 0 00
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 144 110.05 fi 5 270 83 86 145 110.17 fisl 70 20 178 53 146 110.90 fi 80 147 110.92 fisl 85 148 111.01 fisl 75 240 143 28 149 111.22 fisl 55 25 185 67 150 111.31 fi 65 151 111.40 fi 60 152 111.46 fi 65 330 156 57 153 111.52 fi 40 40 200 77 154 111.53 fi 55 10 177 68 155 111.58 fi 65 20 180 58 156 111.69 fi 55 15 179 68 157 111.72 fi 90 158 111.90 fisl 65 20 180 58 159 112.08 fi 50 160 112.20 fisl 60 161 112.35 fisl 50 10 177 73 162 112.38 fisl 65 10 175 58 163 112.41 fisl 70 164 112.78 fisl 75 40 184 46 165 113.05 fi 60 166 113.15 fi 70 167 113.22 fi 75 250 142 31 168 113.29 fi 15 90 252 78 169 113.49 fi 15 320 311 79 170 113.50 fi 80 350 168 43 171 113.63 fi 65 172 113.65 fisl 75 20 177 48 173 113.78 fisl 70 174 113.80 fisl 70 20 178 53 175 113.84 fi 75 180 170 19 176 113.90 fi 70 177 113.93 grfi 70 340 161 53 178 113.99 fi 25 150 303 39 179 114.10 fi 70 20 178 53 Colour of fracture surface lgra, lbro blac, lbro ygre, blac blac, gray, lyel blac, ygre blac, lbro ygre, gry, lbro ygre ggre ygre ygre ygre blac, lyel ygre blac, lgra blac, ygre blac, ygre dgra,ygre dgra, lbro blac, lgra blac, lgra whit, lgra, ygre whit, lgra gray, lgra gray, dgre, lbro gray, lbro, whit blac, lbro, lgra blac blac, gray blac, lyel, lgra blac, lgre blac, lyel, lgra blac dgra blac, gray, lbro blac, lyel Fracture filling, sulf chlo, sulf illi, chlo chlo, illi blac, illi chlo illi, sulf illi illi illi illi illi chlo, illi illi chlo, chlo, illi chlo, illi chlo, illi chlo chlo chlo, kaol,, illi kaol,, sulf, sulf, kaol chlo, sulf, chlo, grap chlo, gray chlo, illi chlo, illi chlo, illi, chlo chlo, clay, sulf chlo, illi Thickness Fracture of filled shape fracture, mm 0.5 1 0.5 0.5 2 1 10 0.5 Fracture hness Remarks splitted splitted splitted also sulphide, hard breccia filling c 0 i-1') ::t> (") v:> 0 l' (.;.) > ::s 0. ;;<?0... Vl -0 \0
Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction (0) fracture m m (0) (0) (0) surface 180 114.20 fisl 70 30 183 52 blac, lgre 181 114.25 fisl 80 80 187 37 blac, lbro, lgre 182 114.39 fisl 80 blac, lgre 183 114.45 fisl 70 20 178 53 blac, lbro, ggre 184 114.66 fisl 70 30 183 52 whit, lgre, blac 185 114.83 fi 85 lyel, lgra 186 114.85 fisl 70 blac, gray, whit 187 114.94 fi 80 blac, ygre 188 114.95 fi 75 blac 189 114.98 fi 55 blac, lgra 190 115.30 fi 35 200 30 25 whit 191 115.36 fi 75 60 190 42 blac, whit, lyel 192 115.41 fi 75 30 180 47 whit 193 115.46 fi 35 blac, gray 194 115.51 fi 70 whit, lgra 195 115.72 fisl 70 60 195 46 blac, gray 196 115.75 fi 75 gray, whit 197 115.85 fi 70 whit, blac 198 115.89 fi 60 40 192 59 blac, whit 199 115.91 fi 80 whit 200 115.95 fi 60 whit, ygre 201 116.10 fi 40 215 59 28 whit 202 116.81 fi 40 180 350 16 blac, gray, lbro 203 117.27 grfi 65 50 194 52 gray 204 117.72 grfi 65 gray, blac, ygre 205 117.87 fi 75 whit, lyel 206 117.96 fi 60 whit, lyel 207 118.61 fi 75 blac, lyel 208 119.14 fi 75 blac, lgra, lllbro 209 119.33 fi 50 whit 210 119.45 fi 90 whit, lbro 211 119.49 fi 30 whit 212 119.98 fi 70 gray, lgre 213 120.01 fi 30 whit, lbro 214 120.03 fi 80 blac, gray 215 llq_. 0 fi 45-L L lgra, gray, lbro Fracture filling Thickness of filled fracture, mm chlo, illi chlo, sulf, illi chlo, illi chlo, sulf, illi kaol, illi, chlo illi, 3 chlo, kaol chlo, illi chlo chlo, 2 kaol chlo, kaol, illi kaol 0.5 kaol, chlo, grap kaol kaol, chlo chlo, kaol kaol kaol, illi kaol chlo, clay, sulf clay 3 clay, blac, illi 10 kaol, illi 0.5 kaol, illi chlo, illi chlo, illi, sulf 1 kaol, surf kaol illi kaol, sulf chlo, sulf 10 Fracture shape 1rre Fracture hness Remarks, splitted splitted splitted splitted r 0 >-+) () 2!!' 0 r (.;.) '1:::$ '1:::$ (1) ::::I 0.. ;;<?0 -Vl... 0
Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction e) fracture m m (0) (0) (0) surface 216 120.24 fi 65 gray 217 120.28 fi 80 lgra 218 120.31 fi 55 blac 219 120.33 grfi 60 blac, gray 220 120.51 fi 40 whit, lbro 221 120.61 fi 90 blac, ygre 222 120.76 fi 70 ygre, whit 223 120.82 fi 15 whit 224 120.91 fisl 65 blac, ygre, whit 225 121.01 fi 90 whit, lgra 226 121.35 fi 80 blac, lgre 227 121.43 fisl 65 blac, lgre 228 121.65 fi 60 whit, lbro 229 121.74 fi 50 lgra 230 121.79 fi 40 lgra, lbro 231 122.13 fi 70 lgra 232 122.18 ti 80 233 122.25 ti 65 234 122.32 fi 70 lgra 235 122.43 fi 65 lgra 236 122.51 clfi 90 gray 237 122.57 clfi 75 gray 238 122.58 fi 30 lgra 239 122.64 grfi 20 gray, lyel 240 122.80 fi 35 gray 241 122.81 fi 40 gray, dgra 242 122.90 fi 35 gray, lgre 243 123.07 fi 40 whit 244 123.17 fi 30 whit, blac, gray 245 123.19 fi 40 whit 246 123.90 fi 10 blac, whit 247 124.99 fi 25 whit, lgre, blac 248 125.01 fi 40 whit 249 125.03 fi 35 whit, gray 250 125.06 fi 45 gray 251 125.12 fi 40 ggra, whit Fracture filling Thickness of filled fracture, mm clay chlo chlo, clay kaol, sulf 0.5 chlo, grap, illi illi, kaol kaol chlo, grap, illi kaol chlo, illi chlo, illi kaol, sulf, sulf 1 2 1 clay 20 clay 1 kaol, clay, illi clay 1 clay clay, illi kaol kaol, chlo 2 kaol kaol 0.5 kaol, illi, chlo 1 kaol 1 kaol 0.5 clay 1 illi, kaol Fracture shape Fracture hness Remarks calcite crystals not picked up not picked up not picked up I c 0 1'-1-) (') Vl 0 r w > "'e "'e (1) ::::s 0.. ;;<?0 -Ul --
Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction (0) fracture m m (0) (0) (0) surface 252 125.15 fi 30 ggra, whit 253 125.33 fi 15 whit, gray, lbro 254 125.42 fisl 70 blac, whit 255 125.79 grfi 75 gray, whit 256 126.22 fi 60 whit 257 126.76 fi 45 whit, lgre, lbro 258 127.81 fi 60 whit, gray 259 127.95 fi 50 whit, lyel 260 128.11 fi 50 lyel, whit 261 128.19 fi 45 lyel 262 128.23 fi 35 lyel 263 128.34 fi 65 blac, whit 264 128.45 fi 70 whit, lyel, blac 265 128.47 grfi 80 0 170 44 gray, blac, lyel 266 128.79 fisl 55 245 106 35 blac, whit, lbro 267 129.02 fi 90 blac, lbro 268 129.78 fisl 85 blac, dgra 269 129.89 ti 30 270 130.07 fi 20 20 9 78 lbro 271 130.20 fi 5 240 57 70 gray, lbro 272 130.47 fi 90 whit, lbro 273 130.70 fi 55 whit 274 131.26 fi 70 blac, lyel 275 132.43 grfi 45 gray, blac 276 132.85 fi 80 whit, blac, lbro 277 132.88 fisl 65 blac, lyel 278 133.97 fi 40 lgre, whit 279 134.02 fisl 75 blac, gray 280 134.06 fi 75 blac, gray 281 134.08 fi 85 blac, lyel 282 134.15 fi 80 whit, lgre, blac 283 134.38 fisl 55 whit, lgre, blac 284 134.42 fisl 50 whit, lgre, blac 285 134.46 fisl 75 whit, gray 286 134.71 fi 70 lyel, whit 287 134.74 fi 70 whit, ygre Fracture filling Thickness of filled fracture, mm illi, kaol kaol, sulf chlo, kaol clay, kaol kaol kaol, illi, sulf kaol kaol, illi illi, kaol 1 illi illi chlo, kaol kaol, illi, chlo clay, chlo, illi 3 chlo, grap, chlo, sulf chlo sulf, sulf kaol, sulf kaol chlo, illi chlo, clay 3 kaol, chlo, sulf chlo, illi illi, kaol chlo chlo chlo, illi kaol, illi, chlo kaol, illi, chlo kaol, illi, chlo 2 kaol, chlo illi, kaol 1 kaol, illi Fracture shape Fracture hness Remarks also slicken sides also kaolinite and sulphide partly partly foliation also slicken sides, core crushed - r 0... ("') 2 @ Y' 0 r (j.) > "Cl "Cl (p :::::: 0.. ;;<?0 -Vl -N
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 288 134.93 fi 60 289 135.12 grfi 70 290 136.75 fi 80 291 139.98 fi 60 292 140.05 fi 85 293 141.49 fi 70 294 144.74 fi 80 295 144.85 fi 90 296 145.28 fi 80 297 145.93 fi 60 298 146.12 fi 30 10 359 87 299 146.99 clfi 50 250 101 41 300 147.32 fi 45 330 148 76 301 147.34 fi 60 240 111 30 302 147.67 fi 50 230 89 29 303 147.71 fi 80 304 148.97 fi 70 270 136 38 305 150.04 fi 75 310 153 45 306 150.58 fi 45 240 89 38 307 151.43 fi 35 308 151.66 fi 35 10 178 88 309 152.48 grfi 20 270 91 74 310 152.71 fi 45 270 109 54 311 153.94 fi 80 70 185 38 312 154.23 fi 65 313 154.76 fi 35 314 154.99 fi 20 220 45 47 315 155.35 fi 25 230 59 47 316 155.47 fi 30 317 155.50 fi 30 318 155.53 fisl 55 240 103 33 319 156.98 fi 75 320 157.90 fi 60 300 137 54 321 158.39 fi 50 322 159.53 fi 45 230 81 33 323 159.55 fi 75 Colour of fracture surface lgre, dgra gray, lyel whit blac, whit, lyel blac, gray, lbro blac, gray whit whit whit whit ygre, whit whit, gray.lgre gray, blac, lbro gray, lbro dgra, lgra blac, gray, whit whit, ggre dgre, gray whit whit lgra gray, ggra, whit ggra, whit gray, whit blac, lgra whit lyel, lgra lgre, gray lyel, whit lyel, gray lgre, gray blac, ygre, whit whit lgra, whit blac, whit d_gra Fracture filling illi illi kaol chlo, kaol, illi illi, lbro chlo kaol kaol kaol kaol illi, kaol kaol, illi, clay, sulf sulf chlo, illi, kaol kaol, illi kaol kaol, illi, kaol kaol clay, kaol chlo kaol illi, kaol illi illi, kaol illi illi illi, kaol kaol kaol chlo, kaol Thickness Fracture of filled shape fracture, mm 0.5 15 3 1 3 1 1 2 Fracture hness Remarks also calcite crystals splitted, splitted I:""' 0 ""'') ::p p) (') en 0 I:""' VJ (1) ::I 0. -?0 -Vl --w
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 324 161.39 fi 30 25 11 89 325 162.39 fi 35 270 101 62 326 163.06 fi 85 327 163.13 fi 75 328 163.15 fi 80 329 163.21 fi 50 200 58 14 330 163.28 fi 60 331 163.32 fi 80 332 163.42 fi 55 333 163.87 fi 65 334 165.85 fi 15 270 88 78 335 167.39 fi 70 250 131 32 336 167.47 fi 75 245 141 30 337 167.50 fi 70 260 133 35 338 167.57 fi 70 339 167.64 fi 45 340 167.66 fi 70 341 167.92 fi 65 342 167.94 fi 65 343 167.97 fi 40 344 169.05 fi 55 210 86 17 345 169.68 fi 45 250 95 44 346 170.40 fi 55 260 113 42 347 171.70 fi 50 250 100 41 348 171.83 fi 50 260 106 45 349 173.34 fi 50 270 112 51 350 173.46 fi 45 280 114 59 351 173.83 fi 30 20 7 88 352 173.86 fi 45 25 187 77 353 174.06 fi 50 10 175 73 354 174.29 fi 50 270 112 51 355 174.33 fi 50 290 124 58 356 175.23 fi 45 357 175.56 fi 45 270 108 54 358 176.32 fi 75 300 150 43 359 176.39 fi 85 240 161 31 Colour of fracture surface whit, lbro lgra, lbro whit whit whit, lbro whit, lgra whit whit, lbro whit whit whit, lbro, ggra blac, gray blac, ggra, lgra blac, lbro dgra, lbro, gray blac blac blac, gray blac blac, lbro blac, gray lgra lgra, ggre gray blac, brow, ggre gray, lgra blac blac blac blac blac, gray dgra, lgra whit lgra, lbro lgra, lbro gray, blac Fracture filling kaol, sulf sulf kaol kaol kaol, sulf kaol kaol kaol, sulf kaol kaol kaol, sulf, illi chlo chlo sulf sulf chlo chlo, chlo sulf chlo chlo chlo kaol, sulf, sulf chlo Thickness Fracture of filled shape fracture, mm 1rre 0.5 1rre 1 0.5 10 2 0.5 Fracture hness Remarks foliation foliation, splitted, splitted splitted r 0 """+) n..., a (1)!!' 0 r (.;J > :g (1) ::s 0.. 00 -Vl...
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 360 176.94 fi 0 361 177.04 fi 20 30 17 81 362 178.43 fi 50 300 130 63 363 178.73 fi 70 364 178.82 fi 70 365 180.40 fi 10 20 10 68 366 181.30 fi 25 350 340 82 367 181.39 fi 25 368 183.81 fi 70 290 141 44 369 183.82 fi 60 370 183.93 fi 70 371 184.60 fi 35 250 85 50 372 185.10 fisl 55 373 185.13 fi 70 320 152 51 374 186.96 fi 50 320 143 68 375 186.99 fi 60 376 187.07 fi 65 300 141 50 377 187.73 fi 65 378 188.23 fi 60 280 127 48 379 188.26 fisl 50 280 119 55 380 188.39 fi 55 381 188.49 fisl 65 382 189.82 fi 55 280 123 51 383 190.57 fi 30 320 135 87 384 191.05 grfi 75 385 192.31 fi 20 180 349 36 386 193.08 fi 60 250 115 36 387 193.27 fi 70 180 169 14 388 193.78 fi 90 389 193.82 fi 20 350 339 77 390 194.43 fi 60 391 195.20 fi 80 392 196.97 fi 80 50 180 41 393 198.81 ti 20 165 325 38 394 198.90 ti 10 160 323 49 395 199.08 fi 30 190 8 27 Colour of fracture surface whit, lbro, lgra lgra, lbro whit whit whit whit whit, lbro whit whit, lgre whit, lgre, dgre lgra, lbro ygre blac, whit, ggre blac, whit, lyel whit whit, ggre, lbro whit whit whit, blac, lyel whit, blac, lyel whit, blac, lyel whit, blac, lyel whit, lyel, blac whit gray, lyel, blac whit, lbro whit whit whit whit, lbro whit whit lbro, blac lgra Fracture filling kaol, sulf,, sulf kaol kaol kaol kaol kaol, sulf kaol kaol, illi kaol, illi, chlo kaol, sulf illi chlo, grap, kaol chlo, kaol, illi kaol kaol, illi, sulf kaol kaol kaol, chlo, illi kaol, chlo, illi kaol, chlo, illi kaol, chlo, illi kaol, illi, chlo kaol clay, illi, chlo kaol, sulf kaol kaol kaol kaol, sulf kaol kaol sulf Thickness Fracture of filled shape fracture, mm 3 1 5 2 0.5 3 0.5 Fracture hness Remarks undulating, splitted splitted partly also slicken sides l' - 0 ""''} (") 2 ri Cil 0 l' (j.l > "l:j "l:j 0 ::s Q.. ;;< 00... Vl -Vl
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 396 199.34 fi 40 180 348 16 397 200.18 ti 45 180 348 11 398 201.02 fi 65 270 129 41 399 203.53 fi 50 170 303 9 400 203.62 fi 15 250 71 66 401 204.29 fi 45 300 127 67 402 204.84 fi 45 300 127 67 403 205.85 fi 85 60 176 36 404 215.55 ti 10 405 215.84 fi 45 406 216.02 fi 65 240 120 29 407 216.04 fi 55 230 98 27 408 216.07 fi 50 255 104 43 409 216.14 fi 55 270 118 47 410 216.20 fi 25 235 64 50 411 216.25 clfi 60 412 216.35 grfi 35 413 216.48 ti 60 414 216.52 ti 60 415 216.62 ti 45 416 216.64 ti 50 417 216.72 fi 50 418 216.79 fi 70 419 216.88 fi 60 420 216.98 fi 55 421 217.06 fi 60 422 217.42 fi 20 423 217.47 fi 75 424 217.53 fi 55 425 217.60 fi 70 426 218.32 fi 60 427 218.35 fisl 80 428 218.54 fisl 45 429 218.57 fisl 70 430 218.60 fisl 65 431 218.78 fi 70 Colour of fracture surface lgra blac, lgra gray blac lgra lgra, lbro blac, gray whit gray lgre, gray gray, lgre, blac lyel, gray whit, lyel lyel, whit lgra yell, blac lgre, gray lyel whit whit blac, whit, lgre whit lyel, blac blac, whit, lbro blac, whit, lbro blac, whit blac, whit blac, whit blac, lgra, whit blac, whit Fracture filling chlo,, sulf chlo, kaol illi chlo, illi illi kaol, illi illi, kaol clay illi, grap illi illi kaol kaol chlo, kaol, illi kaol illi, chlo chlo, kaol, sulf chlo, kaol, sulf chlo, grap, kaol chlo, kaol chlo, kaol chlo, kaol chlo, kaol Thickness Fracture of filled shape fracture, mm 2 1 10 10 1 3 Fracture hness Remarks calcite crystals foliation foliation splitted r 0 >-!') ::t> (") 2 (il Y' 0 r w > 'e 'e (!) ::I 0.. ><" 00... Vl -0"\
I Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 432 221.10 fi 60 433 222.92 ti 45 434 223.76 fi 35 435 224.30 fi 45 436 225.05 fi 60 180 169 4 437 225.92 fi 75 438 225.98 fi 70 439 228.29 fisl 55 290 128 55 440 228.40 fi 55 260 113 43 441 228.69 fi 65 442 230.66 fi 70 300 145 47 443 230.78 fi 60 270 123 43 444 231.72 fi 50 250 101 41 445 231.82 fisl 70 300 145 47 446 232.44 fi 45 240 88 39 447 232.53 fi 50 250 101 41 448 233.03 fi 80 449 233.55 fisl 75 450 233.67 fisl 25 451 233.75 grfi 80 452 233.77 grfi 50 453 233.80 fi 80 454 233.82 fi 70 455 233.85 fi 70 456 233.99 fi 80 457 234.04 grfi 75 458 234.08 fi 40 459 234.11 fi 55 460 234.48 ti 50 461 235.37 fi 35 190 11 22 462 235.61 fi 15 200 17 44 463 236.35 fi 20 464 237.14 fi 55 465 237.38 fi 60 190 120 6 466 239.09 239.70 fi 5 300 287 79 467 240.93 fi 10 40 31 74 Colour of fracture surface gray, lbro lgre, whit gray, lbro lgra whit whit blac, ygre, whit whit ygre, blac ygre, whit, blac gray, ygre whit, ygre, lbro blac, whit, lbro ygre, whit ygre blac, lgre, lbro chlo, ygre, gray blac, gray, lbro blac, gray, lgre gray, lyel blac, gray gray blac, gray whit dgra, lbro dgra blac, lbro gray lgra, gray lgra lgra lgra gray, whit whit, lbro Fracture filling clay, sulf illi, kaol clay, sulf kaol kaol chlo, illi, kaol kaol illi, chlo illi, kaol, chlo illi kaol, illi, sulf chlo, kaol, sulf illi, kaol illi chlo, grap, illi chlo, grap, illi chlo, sulf chlo, illi clay, illi chlo, clay chlo, clay kaol clay, sulf chlo chlo, grap, lbro chlo, clay, kaol kaol, sulf Thickness Fracture of filled shape fracture, mm 0.5 10 2 4 0.5 0.5 Fracture hness Remarks foliation, probably slicken sided, splitted core crushed splitted -- - c:..., 0 p.) n..., z (I) r::n 0 t""' \.#.) > '"C:I '"C:I (I) ::s 0..?0... VI -.)
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) CO) 468 241.23 fi 0 469 241.39 fi 25 470 242.09 fi 30 471 242.88 fi 40 0 169 84 472 244.92 fi 30 473 245.05 fi 30 474 246.17 fisl 30 30 195 90 475 246.45 fi 90 476 246.52 fi 20 30 18 80 477 246.77 fi 25 35 21 87 478 247.47 fi 80 479 248.63 fi 30 480 249.35 fi 20 30 18 80 481 250.35 fi 60 80 211 48 482 250.38 fi 50 483 250.57 fi 65 484 250.77 fi 60 485 250.90 ti 25 486 250.96 fisl 55 315 143 63 487 252.25 fi 80 488 252.33 fi 90 489 252.85 fi 35 0 169 89 490 254.85 fi 25 25 13 84 491 255.53 fi 0 492 255.67 fi 25 493 255.83 fi 30 40 203 87 494 257.27 fi 90 495 258.91 fi 35 0 170 89 496 261.03 fi 80 497 261.35 fisl 50 498 262.37 fi 50 499 263.94 fi 50 50 202 66 500 264.77 fi 60 501 268.35 fi 60 502 268.41 fisl 90 503 268.45 fisl 85 Colour of fracture surface whit whit, gray, lbro whit, blac whit, lbro whit, lgre, lbro lgre, whit blac, whit whit blac, ygre, whit lgra, lyel whit lgra whit, gray, lbro whit lbro lgra, ggre whit blac, whit whit whit, lgra gray lgra, lbro, blac lyel whit, gray gray, whit whit gray, lbro, whit whit, lbro, lgra blac, lgra whit, lbro whit lgra whit blac, dgre blac, whit Fracture filling kaol kaol, sulf kaol, chlo kaol, sulf kaol, sulf illi, kaol chlo, kaol kaol chlo, illi, kaol illi kaol kaol, sulf kaol sulf kaol chlo, kaol kaol kaol,, sulf, chlo illi kaol illi, kaol kaol sulf, kaol kaol, sulf chlo, grap kaol, sulf kaol kaol chlo chlo, kaol Thickness Fracture of filled shape fracture, mm 1rre 1rre 0.5 5 1rre 1rre 0.5 Fracture hness Remarks splitted a bit kaolin foliation undulating splitted splitted t""' 0 H; $:1) n 2 '"I (!) Y' 0 t""' w >- 'i:l 'i:l (!) =:s 0. ;;<?0 -VI... 00
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction e) m m e) (0) (0) 504 270.11 fisl 75 505 271.57 fi 60 506 279.38 clfi 45 135 263 30 507 279.42 fi 80 508 279.48 fi 80 509 279.59 fi 65 10 175 58 510 280.60 fi 55 65 208 57 511 288.01 fi 10 20 11 68 512 289.70 fi 80 513 290.03 ti 25 45 209 90 514 290.72 fisl 85 240 162 31 515 290.86 fi 10 516 291.24 fi 15 15 5 72 517 295.11 fi 80 190 166 24 518 296.90 fi 90 519 297.13 fisl 60 520 297.14 fi 55 521 297.19 fi 70 522 297.25 fi 50 523 297.34 fi 80 524 297.46 fi 85 130 177 31 525 299.43 grfi 70 40 186 51 526 299.51 fisl 60 135 233 24 527 299.62 fi 20 528 299.67 fi 80 529 299.70 fis1 85 20 172 38 530 299.73 fisl 60 531 299.99 fisl 75 532 300.27 fisl 15 240 63 61 533 300.42 fi 50 534 300.47 fi 90 535 300.54 fi 70 536 302.22 fi 35 190 11 22 537 302.52 fi 45 220 72 27 538 303.05 fi 55 539 303.29 fisl 80 90 188 35 Colour of fracture surface blac, lgra blac, gray gray, lyel gray gray lbro, whit, gray lbro, whit lgra,, whit whit, lbro blac, lbro lgra lgra blac, lbro, whit blac, whit, lbro whit, blac whit, blac whit whit whit, blac blac, gray, lbro blac, lbro blac, whit, lbro gray, lbro, whit blac, lbro blac, lbro blac, lbro blac, gray, lbro blac, gray blac, 1ye1, lbro blac, lgre lbro, gray lbro gray, lbro gray, lbro blac, lbro Fracture filling chlo, grap chlo, grap, clay, illi sulf, kaol sulf, kaol, kaol kaol, sulf chlo, grap, sulf grap, sulf chlo, kaol, sulf kaol, chlo kaol, chlo kaol kaol chlo, kaol chlo,, sulf chlo, grap, sulf chlo, grap, sulf, sulf, kaol grap, sulf chlo, grap, sulf chlo, grap, sulf chlo, grap, sulf chlo, grap chlo, illi, sulf chlo, illi sulf sulf, sulf sulf chlo, grap Thickness Fracture of filled shape fracture, mm 5 0.5 3 1 20 1 Fracture hness Remarks partly, splitted, splitted foliation splitted slicken sides alco calcite r 0 ""!') ::p n rll 0 r w > 'i:l 'i:l (l) 0. =?0 -Vl -\0
I I I I I Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) _CO) 540 303.35 fisl 90 541 303.37 fi 45 120 251 38 542 304.50 ti 75 255 142 32 543 304.60 fisl 85 544 304.78 ti 45 255 99 46 545 305.04 fisl 70 70 198 44 546 305.20 fisl 40 270 105 58 547 305.93 fisl 60 80 211 48 548 306.01 fisl 80 80 186 37 549 306.38 ti 30 300 120 80 550 306.45 ti 55 210 87 17 551 306.68 fisl 70 60 194 47 552 307.03 fi 55 553 307.64 fi 80 0 170 44 554 307.93 fi 60 555 309.35 fi 65 40 189 55 556 309.51 fi 0 557 309.62 fi 45 200 46 17 558 309.95 fi 80 559 310.18 clfi 25 560 313.78 fi 15 290 105 88 561 314.84 fi 80 30 177 43 562 315.09 fi 35 563 315.28 fi 0 564 316.23 fi 15 270 89 78 565 317.85 fi 13 65 52 88 566 318.07 fi 20 260 84 68 567 318.61 fi 70 110 207 32 568 318.85 fi 30 315 132 86 569 319.34 fisl 50 220 82 25 570 319.42 fi 25 220 49 42 571 319.59 fi 75 572 319.83 fi 75 573 319.97 fisl 80 60 184 40 574 320.01 fi 45 575 320.04 grfi 80 Colour of fracture surface blac, lbro lbro, gray blac, lbro, gray dgra, lbro dgre, lbro dgra, lbro, blac blac blac, lbro lbro, gray lbro, blac dgre, lbro dgra, lbro lbro, gray lbro, gray blac gray, blac, lbro lgra blac, lbro gray, lbro lgra, lbro lgra gray, lbro lbro lbro lgra blac, gray lbro, dgra, lgra lgra, lbro dgra, gray, lbro blac, lbro gray, lgra gray, lgra, lbro Fracture filling chlo, grap, sulf sulf, clay chlo, grap, sulf chlo, grap, sulf chlo, sulf chlo, sulf chlo, grap chlo, grap, sulf sulf, chlo sulf, chlo, grap chlo, sulf chlo, grap, sulf sulf sulf, chlo, grap clay, chlo, sulf grap, lbro clay, sulf, sulf clay, sulf sulf sulf chlo sulf,, sulf grap, sulf grap, chlo clay,, sulf Thickness Fracture Fracture of filled shape hness fracture, mm 1rre 2 1 10 Remarks, fault chalcopyrite, splitted, fault, fault partly, splitted partly partly, splitted I I l' fa. 0 ::p (") 2 ri Y' 0 l' V.l > "1:j "1:j (1) ::s 0. ;;:< 00... VI -N 0
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction e) m m (0) (0) 576 320.07 fisl 80 CO) 577 320.22 fi 65 250 124 33 578 320.45 fi 75 579 320.53 fi 35 580 326.23 fi 50 581 326.71 fisl 75 200 155 20 582 329.46 fi 15 40 29 79 583 329.54 fi 60 584 329.58 fisl 80 585 329.63 fi 70 586 329.73 fi 70 587 329.81 fi 15 280 96 83 588 332.82 ti 65 589 335.01 fi 60 210 105 16 590 335.73 ti 50 220 82 25 591 336.37 ti 30 25 12 89 592 336.50 fi 70 240 132 29 593 338.89 fi 30 210 41 34 594 340.05 fi 25 345 337 82 595 340.51 grfi 70 20 178 53 596 340.51 340.66 597 340.59 fi 50 598 340.63 fi 70 599 340.64 fisl 75 600 340.66 fisl 70 601 340.72 fisl 40 602 340.73 fisl 60 603 340.76 fi 60 604 340.81 fisl 80 605 340.93 fisl 75 606 340.96 fi 60 607 341.01 fisl 45 608 341.04 fi 75 609 341.07 fi 75 610 341.18 fi 90 611 341.26 fi 65 Colour of fracture surface blac, gray lgra gray, lbro lgra, lbro lyel blac, lgre lgra blac, lgra blac, lgra blac, lgra, lbro lgra, blac, lbro lgra, lbro dgra,, gray gray, lbro lgra gray blac, gray, lbro blac, gray blac, gray blac, gray, whit blac, lbro, whit blac, lbro, whit blac, gray blac, gray, lbro blac, dgre lgra, blac blac, lgra, gray blac, gray gray, blac, lbro blac blac, lbro, whit blac Fracture filling chlo, clay, sulf, sulf illi chlo, illi, chlo chlo, grap, clay chlo,, sulf chlo,, sulf, sulf chlo, grap sulf chlo, grap, sulf chlo, clay chlo, clay chlo, kaol sulf, kaol chlo, sulf chlo, grap, clay chlo, sulf chlo, grap, chlo chlo, chlo, grap grap, clay chlo, grap, sulf cho, grap Thickness Fracture Fracture of filled shape hness fracture, mm 0.5 0.5 15 1 20 Remarks splitted partly splitted a bit kaolin foliation foliation, strong solid breccia with some fractures splitted onate filling brecciated splitted splitted r - 0 >-+) (') 2" Jll 0 r w > '"1::::1 '"1::::1 0 ::t 0.?0 -VI -N
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 612 341.28 fi 60 613 341.32 fi 70 614 341.34 fi 70 615 341.43 fi 25 616 341.64 fi 50 250 101 41 617 341.66 fi 80 618 341.70 fi 85 619 341.79 fi 80 620 341.80 fi 80 621 341.87 fi 80 622 342.01 fisl 70 245 132 31 623 342.06 grfi 70 290 142 44 624 342.10 fi 75 625 342.15 fi 55 626 342.23 fi 80 60 184 40 627 342.25 fi 80 628 342.26 fi 90 629 342.30 grfi 80 70 186 38 630 342.34 fi 80 631 342.84 fi 70 632 342.99 fi 80 633 343.22 fisl 40 634 343.29 fisl 55 190 73 6 635 345.27 fisl 55 220 93 23 636 345.31 fisl 90 637 345.45 fisl 25 200 23 35 638 345.93 fisl 30 200 26 30 639 347.99 ti 25 640 350.15 fisl 60 225 108 24 641 356.92 fi 80 642 372.36 fi 70 643 377.45 fisl 80 0 169 44 644 379.90 fi 50 645 380.67 fi 80 646 393.49 fi 5 340 327 63 647 394.50 ti 25 330 322 85 Colour of fracture surface blac, gray blac, gray blac gray, lgra lgra gray gray lgra b1ac, gray whit, blac, lbro gray, whit, blac blac, gray blac, whit blac, lbro blac, gray blac, gray blac, gray blac, lbro, gray blac, lbro lbro, gray lbro, gray blac, whit, lbro blac, gray, lbro blac, whit blac, lbro blac, whit, lbro blac, gray, lbro blac, lyel whit, lbro whit blac, whit, gray lgra blac, lyel lgra Fracture filling chlo, grap chlo, grap chlo, clay, quar chlo kaol, chlo, sulf kaol, grap chlo, kaol grap, sulf chlo chlo chlo grap, sulf grap, sulf sulf, grap sulf chlo, kaol, sulf chlo, sulf chlo, grap, kaol chlo, grap, sulf chlo, kaol, sulf chlo, grap, sulf chlo, grap, illi kaol, sulf kaol chlo, kaol chlo, illi Thickness Fracture of filled shape fracture, mm 3 1rre 1rre 3 1rre 65 0.5 Fracture hness Remarks, splitted hard breccia filling also illite partly foliation l' 0 '"'-+; (J 2 (p """ Yl 0 l' V..l > 'i::$ 'i::$ (p ::s 0.. 00... Vl -N N
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction CO) m m (0) (0) (0) 648 395.08 fi 25 649 396.35 397.15 fi 0 650 398.86 fi 13 20 10 71 651 400.81 fi 35 230 69 40 652 402.05 fi 0 653 410.01 fi 60 160 231 11 654 411.18 fi 0 655 412.14 fi 50 220 82 25 656 415.48 fi 0 657 422.30 fi 30 658 422.55 fi 15 300 293 87 659 425.67 fi 20 300 115 89 660 433.09 fi 55 661 433.89 fi 45 15 180 78 662 434.40 fi 30 663 434.47 fi 45 330 148 76 664 435.12 fi 30 230 65 43 665 435.40 fi 50 666 438.95 fi 65 340 160 59 667 439.93 fi 60 30 186 61 668 440.37 fi 50 30 189 71 669 440.44 fi 75 670 441.58 fi 10 0 349 65 671 442.20 fi 50 50 202 67 672 442.28 fisl 50 130 249 30 673 442.33 fi 45 674 442.42 fisl 70 40 186 51 675 442.78 fi 60 676 443.39 fi 30 190 9 27 677 443.70 fi 25 678 447.72 fi 55 290 129 55 679 453.78 fi 65 110 215 34 680 454.21 fi 80 681 454.35 fi 80 682 454.51 fi 60 0 169 65 683 454.53 fi 60 0 169 65 Colour of fracture surface lbro, lgre lbro gray whit, lbro, dgra whit, lbro, blac lgra ggra gray, whit lgra blac, lbro, ggre blac, lbro, gray ggra, lgra dgra ygre, lbro, blac lgre blac, gray gray, lbro gray, lbro blac blac, gray blac blac gray, lbro, blac blac, lbro, gray gray, lbro gray, lbro blac, lbro gray lgra gray gray, lbro lbro whit whit whit whit -- Fracture filling sulf sulf kaol, sulf kaol, sulf, chlo kaol chlo, sulf, illi chlo, sulf sulf, chlo chlo clay, sulf clay, sulf chlo chlo, chlo chlo clay, sulf, chlo chlo, sulf chlo,, sulf, clay, sulf chlo, grap, sulf clay sulf sulf kaol kaol kaol kaol Thickness Fracture Fracture of filled shape hness fracture, mm 0.5 0.5 2 0.5 0.5 Remarks partly mainly stepped, splitted splitted foliation, splitted foliation splitted splitted foliation partly - - c 0 1-1') (j Jll 0 t""' w :g 0 ::s 0.. S<"?0 -Ul -N V)
I I I I Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 684 454.54 fi 70 0 169 55 685 454.56 ti 65 0 169 60 686 454.59 ti 75 10 173 49 687 454.62 ti 70 688 454.64 fi 65 0 169 60 689 454.66 fi 60 10 175 64 690 455.24 fi 70 691 455.27 455.30 fi 65 15 177 59 692 455.53 fi 30 693 455.76 fi 80 30 176 44 694 455.77 fi 80 30 176 44 695 455.87 fi 75 696 456.25 fi 60 697 456.39 fi 65 698 456.42 fi 75 699 456.45 fi 75 700 457.12 fi 70 701 461.06 fi 75 702 461.10 fi 80 703 461.15 fi 70 120 207 29 704 463.62 fi 75 50 185 46 705 463.66 fi 70 706 464.26 fi 70 707 464.42 fi 30 708 467.58 fi 70 30 182 52 709 467.77 fisl 75 710 468.07 fi 75 50 185 46 711 468.13 fisl 75 40 183 47 712 468.16 fisl 75 713 468.17 fi 55 714 468.21 fisl 60 40 191 60 715 468.28 fi 75 716 468.35 fi 60 50 196 58 717 470.36 ti 35 340 153 88 718 471.14 fi 65 35 187 57 719 471.48 ti 45 225 78 30 Colour of fracture surface whit whit, gray whit whit whit whit, lbro dgra dgra gray, blac whit, lbro, blac whit, lbro whit, lbro ggra lgra, lbro lgra lgra lgra whit, lbro whit, lbro gray, lbro gray, lbro blac chlo, lgra lyel gray, blac blac, gray blac, gray blac, dgra gray, lbro dgra gray, blac Fracture filling kaol kaol kaol kaol kaol kaol, sulf chlo, grap chlo chlo kaol, sulf, chlo kaol, sulf kaol, sulf, sulf kaol, sulf kaol, sulf sulf chlo chlo, grap, chlo, clay chlo chlo, grap chlo, grap sulf grap, chlo Thickness Fracture Fracture of filled shape hness fracture, mm 1rre Remarks swarm of kaolin filled fractures foliation, splitted foliation, foliation foliation, splitted foliation splitted foliation l' 0..., :;'l (") 2 ri Y' 0 l'!..;j > "1:::$ "1:::$ (!) ::I 0.. ><?0 -Vl N +:-.
I I Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) CO) (0) 720 474.10 fi 30 721 476.38 fi 40 220 65 30 722 477.32 fi 55 200 87 11 723 477.50 fi 70 724 477.70 ti 45 725 477.72 fi 60 10 175 64 726 480.07 fi 70 727 481.18 fi 20 310 303 87 728 481.89 fi 50 729 481.92 fi 60 340 159 64 730 481.97 fi 50 280 120 56 731 482.03 fi 38 230 73 37 732 483.15 fi 50 220 83 25 733 484.27 fi 30 250 82 54 734 484.75 fi 35 240 78 46 735 484.88 fi 40 736 486.73 fi 30 225 59 41 737 487.45 fi 15 285 100 86 738 487.85 fi 70 739 488.23 fi 70 740 488.37 fi 75 741 488.65 fi 80 70 185 39 742 488.82 fisl 70 743 488.83 fi 85 744 488.95 fisl 80 60 183 41 745 489.22 fi 70 20 177 54 746 489.68 fi 60 40 191 60 747 491.23 fi 70 210 138 20 748 491.85 fi 75 340 163 49 749 492.14 fi 70 80 199 42 750 502.55 fi 20 751 503.04 fi 50 320 143 70 752 513.68 fi 25 90 244 69 753 513.75 fi 45 90 230 55 754 514.11 fi 55 220 95 23 755 516.94 fisl 5 310 296 73 Colour of fracture surface gray, lbro gray, lbro gray blac, gray Fracture filling muse sulf chlo, grap gray, lbro sulf gray lgra gray lgra lgra blac, lgra, lbro chlo,, sulf gray, lbro sulf gray, lbro sulf, gray, lbro clay, sulf gray, lbro clay, sulf gray, lgra clay lgra whit, lbro kaol, sulf blac, brow, gray chlo blac, lbro chlo, sulf gray, lbro sulf blac, lbro chlo, sulf gray, lbro clay, sulf blac, gray, lbro chlo, grap, sulf lgra gray, lbro clay, sulf gray, lbro clay, sulf lbro, gray, blac sulf, grap, chlo gray gray, blac, bro, sulf, chlo blac, lgra, lbro chlo,, sulf ygre ygre, lbro gray blac, ay, lbro chlo, sulf Thickness Fracture Fracture of filled shape hness fracture, mm Remarks also clay foliation undulating - --- c :4 0 ""' (") uc:j:l 0 l' w "l:s 0 0.. ;;<?0 -Vl -N Vl
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 756 520.90 fi 60 350 163 64 757 522.10 fi 60 20 180 64 758 524.08 fi 70 759 524.59 fi 65 760 527.24 fi 50 761 527.26 fi 40 762 527.88 fi 15 763 528.45 fi 70 764 529.48 fi 50 330 149 72 765 533.42 ti 50 350 162 74 766 535.96 fi 40 140 271 30 767 536.42 fi 75 768 544.51 fi 70 120 205 30 769 547.86 fi 80 770 548.04 fisl 80 75 185 38 771 548.06 fisl 75 80 192 40 772 548.38 fisl 85 280 160 36 773 549.87 fisl 75 774 549.99 fi 17 20 9 74 775 551.46 fisl 60 90 214 44 776 552.03 fi 30 20 6 87 777 557.23 fisl 65 220 122 22 778 557.80 fi 10 15 5 66 779 562.08 fisl 80 130 184 29 780 563.03 fisl 70 781 563.43 fisl 70 120 205 30 782 564.45 fi 15 0 348 70 783 564.72 fi 25 784 564.77 fi 85 785 565.54 fi 90 786 566.76 fi 17 10 359 73 787 567.45 fi 15 310 300 82 788 567.61 fi 30 290 112 76 789 568.72 fi 25 295 113 83 790 568.89 fi 60 260 119 41 791 571.15 fi 75 30 178 48 Colour of fracture surface dgra, lgra, lbro lbro, lgra lgra lgra, dgra lgra lgra brow, gray, lbro lbro lgra, lbro lgra whit lbro, gray dgra blac, lgre blac, lbro blac blac, lbro ggra, lbro blac, lbro gray blac, lbro gray, lbro dgra dgra, gray, lbro dgra, lbro gray, lbro, blac lgra, lbro lgra, lbro dgra, lgra, lbro whit, lgra lgra, blac lgra, lbro lgra lgra, dgra lbro, blac Fracture filling chlo,, sulf sulf chlo,, sulf sulf sulf kaol sulf chlo, grap chlo, grap, illi chlo, grap, sulf chlo, grap chlo, grap, sulf sulf grap, chlo chlo, grap, sulf, sulf grap grap grap, sulf, sulf, chlo, sulf, sulf chlo,, sulf kaol,, chlo sulf, chlo sulf, chlo Thickness Fracture of filled shape fracture, mm 1rre 0.5 0.5 1rre 1 2 Fracture hness Remarks partly splitted splitted splitted stepped stepped c: 0... s:.;l (") 2 (il Y' 0 r V..l.G- 'i:::s (1) :;! 0.. 00... Vl... N 0'\
Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction (0) fracture m m (0) (0) (0) surface 792 571.34 fi 75 340 162 49 blac, gray 793 572.03 fisl 70 dgra 794 572.47 fi 80 blac, lgra 795 572.53 fi 80 210 158 26 lgra 796 572.54 fi 85 blac, dgra 797 572.56 grfi 90 dgra, lbro 798 572.63 fi 70 lbro, lgra 799 572.66 fi 70 lbro, lgra 800 572.74 fi 70 dgra, lbro, gray 801 572.77 fi 50 blac, lgra 802 572.85 fisl 80 dgra 803 572.91 fisl 50 dgra, lbro 804 572.97 fisl 50 dgra 805 572.98 fisl 35 blac, dgra 806 573.03 fisl 60 blac, gray, lbro 807 573.05 fi 70 blac 808 573.15 fi 85 gray, lbro 809 573.21 fi 70 dgra, lbro 810 573.30 fi 80 lgra, lbro 811 573.34 grfi 70 dgra, lbro 812 573.38 fisl 70 dgra, lbro 813 573.43 fisl 60 dgra, lbro 814 573.47 fi 80 dgra 815 573.57 fisl 45 blac, gray, lbro 816 573.58 fi 70 dgra 817 573.62 fi 70 blac 818 573.67 fi 60 blac, lbro 819 573.70 fisl 85 dgra 820 573.75 fi 60 blac, lgra, lbro 821 573.82 fi 50 dgra, lbro, gray 822 573.88 fi 50 blac, lbro 823 573.91 fi 70 blac, lbro 824 574.00 fisl 70 dgra, lbro 825 574.02 fi 85 blac 826 574.05 grfi 85 dgra, blac 827 574.06 fisl 45 blac, lbro Fracture Thickness Fracture filling of filled shape fracture, mm grap, chlo 2 grap clay, sulf 5 sulf, sulf, grap, sulf grap frap, clay, sulf grap chlo, grap chlo,, sulf sulf grap, sulf, sulf clay, grap, sulf 4 grap, sulf 4 grap, sulf grap chlo, grap, sulf grap sulf grap, sulf grap, sulf sulf sulf grap, sulf clay, chlo grap, chlo, sulf Fracture hness Remarks foliation not picked up, not picked up, not picked up, splitted also slicken sides, splitted splitted, splitted also slicken sides r - 0 _, s:w n 2..., (I) CZl 0 r VJ > '\::) '\::) (I) ::s 0. ;;< 00... Vl -N...}
i I Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction C) fracture m m (0) (0) (0) surface 828 574.09 clfi 85 dgra, blac 829 574.15 fi 50 dgra,gray 830 574.18 fi 45 dgra, brow 831 574.22 fi 80 dgra 832 574.24 fi 70 dgra 833 574.27 fi 55 dgra 834 574.35 fi 55 gray 835 574.44 fi 80 lgra, blac, lbro 836 574.51 fi 65 dgra, lbro 837 574.53 fisl 60 dgra 838 574.62 fisl 80 dgra 839 574.75 fi 25 dgra 840 574.76 fi 20 dgra, lbro 841 574.84 fisl 35 dgra, lbro 842 574.93 fi 75 lgra, lbro 843 575.00 fi 75 gray, lbro 844 575.01 fi 65 brow 845 575.03 fi 50 brow 846 575.10 fi 80 lgra 847 575.12 fi 70 lgra 848 575.15 fi 55 lgra 849 575.18 fi 75 lgra, lbro 850 575.23 fi 55 lbro, dgra, lgra 851 575.27 fi 25 lgra, blac 852 575.35 fi 40 dgra 853 575.45 fi 65 lyel, lgra 854 575.47 fisl 65 dgra, lbro, yell 855 575.47 576.08 856 fisl 70 dgra, lgra 857 fisl 60 lgra, yell, blac 858 fi 55 lgra, brow 859 fi 65 lgra, yell, blac 860 fi 75 blac, yell, lgra 861 fi 40 lgra, yell, lbro 862 fisl 85, brow, blac Fracture filling Thickness of filled fracture, mm grap, chlo, clay 4 grap, grap grap grap grap, chlo quar 0.5, grap, sulf grap, sulf grap grap, clay grap grap, sulf grap, sulf, sulf 3, sulf 2 sulf 3 sulf, quar 2, quar 3, quar 3, quar, sulf 15 sulf chlo, illi grap, sulf, illi grap,, illi, grap, sulf 3, illi grap, illi,, illi, sulf 2 sulf, grap Fracture shape 1rre Fracture hness Remarks also slicken sides splitted splitted, splitted, splitted core loss 0.15 m, depths ofthe fractures cannot be measured r - 0,...,!:>) (") 2 ri _;n 0 r (j.) > :g (p ::s 0.. ;;<?0... Vl -N 00
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 863 fisl 80 864 fi 70 865 576.08 fi 50 866 576.16 fi 45 867 576.21 fisl 55 868 576.42 fisl 40 10 176 84 869 576.48 fi 65 870 576.66 fi 60 871 576.72 fi 85 872 576.81 fi 70 873 576.83 fi 70 874 576.95 fisl 45 25 187 78 875 577.02 fisl 50 876 577.12 fisl 37 85 232 63 877 577.32 fisl 80 260 151 34 878 577.42 fi 35 45 205 82 879 577.53 fisl 60 45 193 60 880 577.56 fisl 65 15 176 59 881 577.58 fisl 60 30 185 62 882 577.62 fi 70 10 173 54 883 577.77 fi 60 0 168 65 884 577.79 fisl 50 210 75 19 885 577.88 fi 75 886 578.01 fi 50 887 578.12 fisl 55 25 184 68 888 578.14 fisl 45 290 121 64 889 578.22 fi 60 890 578.45 fi 55 10 175 69 891 578.63 fi 80 892 578.64 fi 60 893 578.68 fi 65 894 578.76 fi 65 895 578.78 fisl 45 10 176 79 896 578.80 fi 40 897 578.87 fi 90 898 578.99 fi 70 310 149 50 Colour of fracture surface dgra, brow blac, lgra, yell blac, brow dgra blac, yell, lgra dgra lgra, lbro, blac lgra, lbro, blac dgra blac, yell, lgra gray, brow dgra, lbro, lgra dgra, lbro blac, lbro, ygre whit, blac, lgra blac, gray, lbro blac, brow, lgra blac, lgra blac blac, lbro lgra blac, lbro, ygre blac, lbro, ygre blac, gray blac, gray, lbro blac, gray, lbro lgra blac, gray, lbro dgra, lgra gray, lbro blac, ygre, gray blac, gray blac, gray blac blac lgra Fracture filling grap, sulf chlo,, illi chlo, sulf, grap grap, chlo grap, illi, grap, sulf, sulf, chlo chlo, illi, sulf, grap, sulf grap, sulf chlo, grap, sulf kaol, grap, grap, sulf grap, sulf, grap, grap, chlo grap, sulf chlo, sulf, illi chlo, sulf, illi chlo, grap chlo, grap, chlo, grap, grap, chlo, sulf grap, sulf chlo, illi, grap chlo, chlo, chlo chlo Thickness Fracture of filled shape fracture, mm 1 2 2 1 Fracture hness Remarks also pyrrhotite t""' 0.-+) ::p p) (') a Vl 0 t""' z: w 0 0.. x?0 -Vl -N \0
Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction (0) fracture m m (0) (0) (0) surface 899 579.01 fi 85 10 170 39 lgra, lbro 900 579.25 fisl 55 40 193 65 blac, gray, lbro 901 579.28 fisl 65 0 168 60 blac, gray, lbro 902 579.54 fi 70 20 177 54 gray 903 579.65 fi 80 gray, blac 904 579.68 fisl 60 0 168 65 blac, gray, lbro 905 579.70 fi 80 gray, blac 906 579.89 fisl 55 10 175 69 blac, gray, lbro 907 579.93 fi 75 0 168 50 lgra, lbro, dgra 908 579.97 fi 60 lgra, brow 909 580.01 fi 50 blac, gray, ygre 910 580.06 fi 75 lgra, lbro, ygre 911 580.10 fisl 45 blac, gray, ygre 912 580.15 fisl 60 blac, gray, ygre 913 580.21 fisl 50 blac, gray, ygre 914 580.32 fi 70 blac, gray, ygre 915 580.39 fi 90 blac, gray, ygre 916 580.43 fi 60 lgra, lbro 917 580.48 fisl 60 blac, gray 918 580.54 fisl 80 dgra, lyel, gray 919 580.57 fi 75 ygre 920 580.59 fi 70 gray 921 580.64 fi 70 lgra, lyel 922 580.70 fi 60 gray, ygre 923 580.73 fisl 80 ygre, blac, gray 924 580.87 fi 35 lgra 925 580.92 fisl 80 blac, ygre, lgra 926 581.10 fi 55 blac, ygre, lbro 927 581.54 fisl 55 dgra, ygre 928 581.68 fisl 75 blac 929 581.77 fi 50 blac, lbro, gree 930 581.90 fi 80 dgra, ygre 931 581.93 fisl 80 blac, gray, lbro 932 582.02 fi 50 blac, brow 933 582.09 fi 70 lgra, lbro 934 582.10 fisl 70 blac, lbro, ay Fracture filling, sulf chlo,, sulf chlo,, sulf Thickness of filled fracture, mm, chlo chlo, grap,, chlo chlo,, sulf, sulf, grap 5, sulf 2 chlo,, illi, sulf, illi 0.5 chlo,, illi chlo,, illi chlo,, illi chlo,, illi chlo, illi, sulf chlo, grap, illi, illi, illi, illi illi, chlo 3 grap, illi, grap, illi, sulf grap, illi chlo, grap sulf, illi grap, illi grap, clay, 5 sulf, sulf 5 chlo, sulf -- Fracture shape 1rre Fracture hness Remarks also pyrite, splitted, splitted also pyrite splitted splitted -- c: ;!; 0 >-+) (") 8 (ti!!' 0 r w.g" 'i:l (p ::1 0.. 00 -Vl... w 0
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m CO) (0) (0) 935 582.43 fisl 45 936 582.48 fi 50 937 582.51 fi 65 938 582.54 fi 50 939 582.56 fisl 80 940 582.62 fisl 70 941 582.65 fi 80 942 582.70 fi 80 943 582.74 fi 70 944 582.75 fi 75 945 582.78 fi 80 946 582.83 fi 75 947 582.98 fi 60 320 147 61 948 583.04 fi 45 949 583.05 fi 0 950 583.35 fi 60 951 583.39 fi 20 40 26 83 952 583.57 fi 85 953 583.62 fi 70 954 583.77 fi 60 955 583.86 fisl 50 0 168 75 956 583.88 fisl 50 957 583.97 fisl 75 30 178 48 958 584.09 fi 80 50 180 42 959 584.13 fisl 75 45 184 46 960 584.27 fi 75 961 584.33 fisl 50 15 179 74 962 584.36 fisl 70 20 177 54 963 584.39 fi 60 30 185 62 964 584.46 fi 80 965 584.47 fi 80 966 584.49 fi 65 967 584.51 fi 55 30 186 67 968 584.55 fi 75 969 584.68 fi 65 970 584.71 fi 90 Colour of fracture surface gray, blac, lbro blac, lbro blac, gray, lbro blac, gray, lbro gray, blac, lbro dgra, lgra, lbro dgra, lbro, gray gray, ygre yell. gray yell. gray gray, ygre lgra lgra, lyel gray lgra, lbro gray, brow lgra dgra, lgra, lbro gray, lbro lyel blac, lbro, gray dgre, gray blac, dgra blac, gray dgre,gray gray blac, lyel gray, blac, lgre gray lbro gray, lbro, ygre gray, blac, lbro blac, ygre, gray lyel, gray gray, lbro, dgra lbro, lgra Fracture filling clay, sulf sulf sulf,, sulf clay, sulf grap, sulf grap, sulf, chlo, illi illi illi illi, quar, sulf grap, sulf,, sulf chlo, sulf chlo chlo, grap chlo chlo, illi, chlo, illi sulf sulf, illi chlo, illi chlo,, illi illi grap, sulf sulf, Thickness Fracture of filled shape fracture, mm 0.5 Fracture hness Remarks splitted splitted splitted, splitted t'"" 0 ""'+) (') CZl 0 t'"" VJ :g > (D ::s 0.. ;;:;?0... VI... w...
Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction (0) fracture m m (0) e) (0) surface 971 584.75 fisl 50 210 75 19 dgra, lgra, lbro 972 584.78 fi 75 blac, gray 973 584.81 fisl 60 30 185 62 dgre, lbro, lgre 974 584.93 fisl 60 20 180 64 blac, lgra, ygre 975 584.98 fi 90 lgre 976 585.00 fi 65 gray, ygre, blac 977 585.04 fi 55 25 184 68 yell, lgra, lbro 978 585.14 fi 65 gray, lyel, lbro 979 585.19 fisl 70 10 173 54 dgra, lbro, gray 980 585.21 fisl 60 55 198 57 blac, lbro, ygre 981 585.38 fi 80 320 160 43 lgra, lbro, blac 982 585.48 fi 55 50 198 63 blac, brow, gray 983 585.52 fi 65 50 192 54 blac, brow, gray 984 585.55 fi 50 yell, lbro 985 585.59 fi 80 blac, lgre, brow 986 585.70 fi 75 30 178 48 blac, gray, lbro 987 585.84 fisl 55 25 184 68 blac, gray, lbro 988 585.95 fi 65 40 188 56 dgra, lbro, gray 989 586.03 fi 70 gray, lbro, blac 990 586.05 fi 45 0 168 80 gray, lgre, blac 991 586.12 fi 50 blac, ygre, lgra 992 586.30 fi 65 280 133 45 gray, lgre 993 586.38 fi 70 45 186 51 lyel, lgra, lbro 994 586.43 fi 55 300 134 59 lgra, lgre 995 586.44 fi 60 270 124 44 lgre, gray 996 586.59 fi 55 lgra 997 586.71 fisl 80 blac, lgra 998 586.73 fi 70 lgra, lbro 999 586.75 fi 80 gray, lbro, lgre 1000 586.76 fisl 90 blac, gray 1001 586.79 fi 50 blac, ygre, gray 1002 586.82 fisl 55 blac, gray, lbro 1003 586.85 fisl 70 blac, gray, lbro 1004 586.96 fisl 70 blac, lgra, lbro 1005 587.49 fisl 75 blac, lbro 1006 587.66 fi 85 blac, lbro, gray Fracture filling Thickness of filled fracture, mm 10 chlo, sulf, illi chlo,, illi illi 1, illi illi,, sulf, illi, sulf grap, sulf chlo, sulf, illi, sulf, chlo 10 chlo, sulf, chlo, sulf, illi illi, sulf 1 chlo,, sulf chlo,, sulf chlo, sulf grap, sulf, sulf, illi chlo, illi,, illi illi,, sulf 3, illi illi, 0.5 chlo,, sulf, sulf chlo, chlo, illi, chlo,, sulf chlo, sulf, clay grap,, sulf sulf sulf, Fracture shape 1rre Fracture hness Remarks foliation also illite foliation splitted splitted r 0 """+) :;'l 0 2 Y' 0 r (.;.) > "0 "0 (1) =:! 0.. ><" 00 -Vl -\..>.) N
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction CO) m m (0) (0) (0) 1007 587.75 fisl 70 1008 587.84 587.99 grfi 85 1008 587.84 589.18 1009 fi 80 1010 fi 45 1011 fi 65 1012 fi 25 1013 fi 50 1014 fi 80 1015 fi 80 1016 fi 35 1017 fi 80 1018 fi 60 1019 fisl 60 1020 fi 75 1021 fi 70 1022 fi 80 1023 fi 45 1024 fi 50 1025 fi 60 1026 589.26 fisl 35 1027 589.30 fi 80 1028 589.40 fi 30 1029 589.43 fi 80 1030 589.51 fisl 80 1031 589.53 fi 70 1032 589.55 fi 90 1033 589.58 fisl 90 0 168 35 1034 589.69 fi 55 1035 589.80 fisl 80 1036 590.69 fi 25 1037 590.92 fi 45 130 255 33 1038 591.12 fi 85 1039 591.14 fisl 90 0 168 35 Colour of fracture surface blac, gray, lbro blac, lbro, gray blac, lbro, gray lbro, lgra, gray dgra, lgra, lbro blac, lbro, gray gray, blac gray, lbro dgra, lbro, gray dgra, lbro, gray lbro, gray gray blac, gray, lbro gray gray blac, gray, lbro blac, gray dgra blac, lbro, gray blac, lbro blac, lbro blac, lbro blac, lbro blac, dgra, lbro dgra lbro, blac blac, lbro, dgra lbro, gray, blac dgra gray gray, lbro, brow dgra, lbro, gray dgra, gray Fracture filling chlo,, sulf clay, sulf grap, sulf, clay sulf, grap,, sulf grap, chlo, sulf chlo, grap sulf, sulf, sulf sulf,, sulf grap, chlo, sulf chlo, sulf sulf chlo, sulf sulf chlo, grap, sulf chlo, grap sulf grap, chlo, sulf sulf sulf grap, sulf, chlo, ap Thickness Fracture Fracture of filled shape hness fracture, mm 150 2 Remarks splitted core loss between interval probably core loss, depths of the fractures cannot be measured, all fractures and features cannot be reported, splitted c 0 >-+) ::t> n 2..., (t) Cil 0 t""' (.;.) (t) 0..?0 -Vl -w w
I Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction C) fracture m m (0) (0) (0) surface 1040 591.35 fi 30 60 218 81 lgra, lbro 1041 591.73 fi 30 210 41 33 lgra 1042 591.89 fi 65 blac, lgra 1043 591.94 fi 50 lgra, lgre 1044 591.99 fi 75 320 156 47 gray, dgra, lbro 1045 592.30 fi 80 285 153 38 lgra 1046 592.43 fisl 80 270 151 36 dgra, lbro, gray 1047 592.44 fi 80 dgra 1048 592.69 fi 80 gray, lyel, lbro 1049 593.03 fi 30, sulf 1050 593.59 fi 80 lgra, lbro, blac 1051 593.84 fi 80 lgra, lbrp 1052 593.87 fi 35 lgra, lbro 1053 594.30 fi 85 gray, lbro 1054 594.47 fi 80 blac, gray, lbro 1055 594.76 fi 80 lgra 1056 594.79 fi 45 gray, lbro 1057 594.93 fi 80 lgra 1058 594.97 fi 50 lgra 1059 595.51 fisl 80 dgra, lbro 1060 595.80 fi 90 blac, gray, lgre 1061 595.92 fi 80 gray, lbro, blac 1062 596.08 fi 50 gray, lbro 1063 596.21 fi 80 lgra, lbro 1064 596.70 fi 80 lgra, lbro, blac 1065 596.97 fi 80 blac, lbro 1066 597.04 fi 80 blac, lbro 1067 597.15 fisl 80 blac, gray 1068 597.28 fisl 45 blac, gray 1069 597.31 fi 45 dgre, lgra 1070 597.36 fisl 70 blac, lgra, lbro 1071 597.42 fi 45 blac, gray 1072 597.43 fi 70 dgra, blac 1073 597.45 fi 60 blac, gray 1074 597.47 fi 75 blac, gray 1075 597.56 fi 70 60 192 blgray Fracture filling, sulf Thickness of filled fracture, mm 0.5, illi grap, sulf grap, sulf 2 grap, sulf, sulf, sulf 3, sulf sulf, sulf 0.5 chlo, sulf, sulf 3 0.5 grap, sulf chlo,, sulf, sulf, chlo 1, sulf, sulf, sulf, chlo grap, sulf sulf chlo, grap, chlo, chlo, chlo,, sulf chlo chlo chlo, '--_chlo, carq Fracture shape 1rre 1rre 1rre Fracture hness Remarks pyrrhotite splitted splitted - t""' 0..., (j 2..., (1) Y' 0 t""' w > '0 '0 (1) ::s 0.. ;;:<"?0 -VI... w.j:::..
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) COl 1076 597.61 fi 70 60 192 48 1077 597.96 fisl 55 1078 598.21 fisl 65 40 188 56 1079 598.23 fisl 80 340 164 44 1080 598.31 fisl 50 50 201 67 1081 598.46 fisl 75 345 164 49 1082 598.50 fisl 75 340 162 49 1083 598.55 fi 75 1084 598.57 fi 70 1085 598.65 fi 75 1086 598.68 fi 60 1087 598.74 fi 60 1088 598.75 fisl 60 150 230 17 1089 598.79 fisl 60 1090 598.85 fi 80 1091 599.06 fi 80 1092 599.10 fi 55 110 229 39 1093 599.76 fi 80 315 158 42 1094 600.11 fi 80 1095 600.19 fi 75 15 174 49 1096 600.28 fi 25 110 259 59 1097 602.51 fisl 25 15 2 81 1098 602.51 fi 40 20 184 83 1099 603.00 fi 80 1100 603.21 fi 80 1101 603.42 fi 80 1102 603.43 grfi 80 290 154 39 1103 603.46 fi 80 1104 603.47 fi 75 265 143 37 1105 604.95 fi 55 240 104 33 1106 605.01 fi 65 250 124 34 1107 605.23 fi 65 250 124 34 1108 605.29 fisl 35 220 59 34 1109 605.41 fi 55 1110 606.63 fi 55 0 168 70 1111 607.83 fi 40 25 188 83 Colour of fracture surface dgra dgra, lbro blac, lbro blac, lbro blac, gray, lbro blac, gray blac, gray gray dgra, lgra lgra, blac blac, gray, lbro blac blac, lbro, lgra blac, lbro, gray blac, dgra, lbro gray, lbro gray, lbro dgre, lgra, lbro gray, blac blac, gray lbro blac, gray, lyel blac, lgra lgra, lbro, blac whit, lbro gray, whit, lbro gray, blac gray, whit, lbro gray, blac whit, gray whit, blac, lbro blac, yell, gray blac, lgre, gray whit lgre, gray gray, lbro Fracture filling chlo, sulf chlo, grap, sulf chlo, grap, sulf chlo, grap, sulf chlo, grap, chlo,, chlo chlo, sulf chlo, sulf, chlo,, sulf grap, sulf sulf sulf, sulf chlo, chlo sulf sulf, chlo, sulf, chlo kaol, sulf, kaol, sulf clay, chlo chlo, kaol, sulf chlo kaol kaol, chlo, sulf chlo, illi chlo, illi kaol, illi sulf Thickness Fracture of filled shape fracture, mm 2 5 0.5 2 Fracture hness Remarks splitted also onate, splitted foliation r fa. 0 >-+') 0 2' '"I 0 c:n 0 r w > 0 :;1 0. ;;<?0 -Vl -w Vl
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0} e) (0) 1112 608.15 fi 80 1113 608.25 fi 90 1114 608.28 fi 65 1115 608.43 fi 45 240 89 39 1116 608.48 fisl 50 1117 610.95 fi 70 1118 611.17 fi 65 1119 611.23 fi 85 30 173 40 1120 611.39 fis1 75 1121 611.44 fi 65 1122 611.49 fi 65 1123 612.50 fi 75 70 190 42 1124 613.93 fi 35 1125 614.18 fi 32 35 198 88 1126 614.62 fi 25 30 15 84 1127 615.01 fi 35 30 193 87 1128 615.15 fi 22 105 257 64 1129 615.24 fi 25 30 15 84 1130 615.37 fi 45 1131 615.40 fi 80 1132 615.42 fi 70 1133 615.49 fi 35 40 201 84 1134 615.54 fi 70 1135 615.60 fi 90 1136 615.67 fi 70 1137 615.70 fi 80 1138 615.74 fi 70 1139 615.77 fi 35 1140 615.81 fi 90 1141 615.84 fi 70 1142 615.88 fi 55 1143 616.22 fi 40 1144 616.33 fi 70 1145 616.37 fi 90 1146 616.45 fi 0 1147 616.54 fisl 85 ------ Colour of fracture surface lbro, lgra lyel gray, lyel, lgra dgra, lbro, lgra blac, gray gray, dgre, lbro blac, gray gray b1ac, gray blac, lbro gray, lbro gray, lbro gray, lbro blac, gray blac, lbro lbro, gray gray, brow lbro, gray, whit blac, dgre ygre ygre lgre, gray gray, lbro gray gray, lbro gray, lbro gray, lbro lbro blac, lbro dgre dgra lgre, lbro blac, gray gray, whit gray, whit, lyel blwhi!_ Fracture filling sulf, chlo, grap sulf ch1o, su1f chlo, sulf sulf chlo kaol, seri kaol, kao1 chlo sulf sulf sulf seri sulf chlo, sulf chlo illi, sulf chlo kaol kaol chlo,kaol, sulf Thickness of filled fracture, mm -- Fracture shape 1rre Fracture hness Remarks splitted splitted splitted splitted splitted - r : 0 =t> (j 2 '"I (1) Y' 0 r V.l > 'e 'e (1) ::s 0..?0 -Vl... w 0"1
Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction (0) fracture m m CO) (0) (0) surface 1148 616.59 fi 30 lgra, lbro 1149 616.70 fi 80 blac, whit 1150 616.87 fi 65 gray 1151 616.91 fisl 85 blac, gray, lbro 1152 616.94 fi 70 blac, gray, lbro 1153 616.97 fi 80 lgra, lbro, blac 1154 617.03 fi 35 gray, lbro, blac 1155 617.10 fi 80 lgra, lbro 1156 617.12 fi 25 blac, lbro, gray 1157 617.23 fisl 50 dgra, lbro 1158 617.35 fisl 70 blac, gray, lbro 1159 617.43 fi 45 blac, gray, lbro 1160 617.63 fi 35 blac, lgra 1161 617.77 fi 35 whit, gray, blac 1162 617.80 fi 55 whit, gray 1163 618.18 fi 80 whit, blac 1164 618.34 fi 40 lgra, whit 1165 618.56 fi 50 lgra, lbro 1166 618.56 fi 30 whit, gray 1167 618.96 fi 90 lbro, gray 1168 619.26 fi 25 gray 1169 619.40 fisl 80 blac, lbro 1170 619.42 fi 80 blac, lbro, gray 1171 619.70 fi 15 gray, lbro 1172 619.74 fi 40 gray, lbro 1173 619.82 fi 35 gray 1174 619.90 fi 40 gray 1175 619.91 fi 15 gray 1176 619.98 fi 30 blac, gray 1177 620.12 fisl 85 blac, lbro 1178 620.40 fisl 85 blac, lbro 1179 620.50 fi 30 blac 1180 621.24 fi 40 gray, whit 1181 621.92 fi 30 lgra, lbro 1182 622.02 fi 80 blac, gray, lbro 1183 622.16 fi 80 blac, gray Fracture Thickness Fracture filling of filled shape fracture, mm, sulf 1 chlo, kaol 0.5 chlo, sulf, sulf chlo,, sulf, sulf clay, sulf, sulf chlo, sulf grap, sulf chlo, sulf chlo,, sulf kaol kaol kaol, chlo kaol, 1, sulf kaol sulf 0.5 chlo, sulf chlo,, sulf, sulf 0.5, sulf chlo chlo, chlo, sulf chlo kaol, sulf blac, gray, lbro chlo, clay Fracture hness Remarks partly partly splitted, splitted, strong, strong partly t""" 0 >-+) PJ (") uv.l 0 t""" VJ > "t:s "t:s 0 0.. = ;;<?0... Vl -w -...)
I Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m CO) (0) (0) 1184 622.49 fi 80 1185 623.66 fi 50 1186 623.78 fi 60 1187 624.16 fi 75 330 158 49 1188 624.43 fi 70 60 192 48 1189 624.45 fi 75 1190 624.49 fi 70 60 192 48 1191 624.56 fi 25 40 24 87 1192 624.58 fi 40 1193 624.65 fi 30 1194 624.68 fisl 40 90 232 59 1195 624.73 fi 85 270 160 36 1196 624.86 fisl 75 1197 624.98 fi 90 1198 625.54 fi 80 1199 626.14 fi 75 1200 626.41 fi 80 1201 626.46 fi 40 1202 626.50 fisl 75 1203 626.59 fisl 70 320 152 52 1204 626.66 fisl 85 1205 627.11 fisl 75 315 154 46 1206 627.14 fisl 80 340 164 45 1207 628.69 fi 75 1208 628.72 fi 70 330 156 54 1209 628.85 fisl 65 100 211 39 1210 628.89 fi 25 65 224 83 1211 629.25 fi 70 60 192 48 1212 629.33 fisl 70 1213 629.66 fisl 70 220 135 23 1214 630.21 fisl 85 1215 630.34 fi 55 1216 630.53 fi 75 1217 631.02 fi 75 1218 631.08 fi 75 1219 631.20 fi 75 Colour of fracture surface gray, lbro whit, lbro gray lbro blac, gray lgra, lbro blac, brow, lgra lgra lgra lbro blac, lgra, lbro blac, gray blac, gray, lbro blac, gray, lbro blac, brow, gray dgra, lbro, blac blac, gray blac, lbro blac, gray blac, brow, gray blac, gray, lbro blac, gray blac, gray blac, gray, lbro blac, lbro blac, gray lgra blac, lbro, gray blac, lbro blac, gray blac, gray blac, lbro blac, gray blac, gray, lbro blac, gray blac,jbro, gray Fracture filling sulf kaol, sulf chlo,, sulf chlo, chlo,, sulf chlo, chlo,, sulf chlo,, sulf chlo, sulf,, sulf, chlo chlo, chlo, sulf chlo, grap, chlo, grap, sulf chlo, chlo, chlo, chlo, sulf chlo, sulf chlo chlo, sulf chlo, sulf, chlo chlo, chlo, sulf chlo, sulf chlo, sulf chlo chlo, sulf Thickness Fracture of filled shape fracture, mm 2 1 1rre 1rre 1rre Fracture hness Remarks pyrrhotite splitted pyrrhotite I I t: ;!4. 0 '""'l (") 2 (il Y' 0 l' w > "0 "0 0 ::s 0.. ><?0 -V. -w 00
Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction CO) fracture m m (0) (0) (0) surface 1220 631.37 fi 80 blac, gray 1221 631.57 fi 20 lgra 1222 631.80 fi 80 gray 1223 631.86 fi 20 lgra 1224 631.99 fi 75 blac, lbro 1225 632.63 fi 85 blac, gray 1226 632.77 fi 80 dgra, lgra, lbro 1227 633.01 fi 80 lyel 1228 633.10 fi 85 dgra 1229 633.14 fi 75 lbro, blac 1230 633.16 fi 80 dgra 1231 633.46 fi 80 blac 1232 633.49 fi 90 blac, gray 1233 633.50 fi 85 blac, gray 1234 633.71 633.78 fisl 75 blac, lbro 1235 633.93 fi 50 lgra 1236 634.08 fi 45 blac, gray, lbro 1237 634.11 fi 45 blac, gray 1238 634.30 fi 50 lgra, blac 1239 634.50 fisl 60 blac, lbro 1240 634.60 fisl 70 blac, lbro, gray 1241 634.62 fi 70 dgra 1242 634.72 fi 65 blac, lgra 1243 634.77 fisl 75 dgra, lbro, lgra 1244 634.84 fi 50 dgra, lbro 1245 634.89 fisl 65 blac, lbro 1246 634.91 fisl 80 blac, gray, lbro 1247 634.92 fi 70 blac, gray, lbro 1248 634.94 fi 70 blac, gray, lbro 1249 634.96 fisl 60 blac, gray 1250 634.97 fi 75 0 168 51 blac, lbro, gray 1251 635.10 fi 80 blac, gray 1252 635.31 fi 80 blac, lgre, gray 1253 635.42 fisl 70 260 134 36 blac, gray 1254 635.68 fisl... blac, gray ---- Fracture Thickness filling of filled fracture, mm chlo, 1 0.5 2 chlo, sulf chlo, sulf chlo, sulf chlo, grap chlo, grap chlo, grap chlo, grap chlo, grap 70 1 chlo,, sulf chlo, 1 grap, chlo, sulf chlo, grap, sulf grap grap, sulf, 5 chlo, sulf chlo, sulf chlo, sulf chlo,, sulf chlo,, sulf chlo, grap chlo, sulf chlo, chlo, illi, chlo, clay chlo, sulf Fracture shape Fracture hness Remarks, splitted hard breccia filling between two fractures, splitted, splitted splitted t""' fa. 0 >-+; ::t> (') en 0 t""' VJ > '\::$ '\::$ (!) ::s 0.. ;;<?0 -VI -w \.0
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) e) 1255 635.97 fi 20 20 8 77 1256 636.17 fi 75 250 142 33 1257 636.25 fi 80 1258 636.37 fisl 80 10 171 45 1259 636.74 fisl 80 25 174 45 1260 637.12 fi 90 1261 637.20 fi 70 250 133 33 1262 637.31 fi 80 1263 637.47 fi 35 20 185 89 1264 637.87 fi 85 1265 638.46 fi 70 1266 638.49 fisl 75 30 178 49 1267 638.57 fi 60 350 163 65 1268 638.67 fi 85 1269 638.72 fi 30 240 74 49 1270 638.93 fi 75 1271 639.09 fi 60 1272 639.22 ti 30 1273 639.53 fi 80 320 160 44 1274 639.73 fi 70 1275 639.81 fi 20 40 26 82 1276 640.11 fi 50 1277 640.13 fi 70 1278 640.17 grfi 80 270 152 37 1279 640.17 642.00 1280 640.21 fi 60 1281 640.24 fi 90 1282 640.31 642.65 1283 640.31 grfi 75 1284 grfi 50 1285 fisl 40 1286 L '-- --- fisl 50-L - Colour of Fracture Thickness fracture filling of filled surface fracture, mm gray, quar gray, lbro, sulf dgra, lgra blac, gray blac, gray chlo blac, gray chlo gray blac, gray chlo whit, gray kaol, whit, blac, gray kaol, chlo blac, gray chlo blac, gray chlo blac, gray chlo, sulf blac, lbro chlo, sulf gray, lyel illi 0.5 gray, lbro, blac, sulf, chlo blac, gray, lbro chlo, lbro, gray blac, lbro chlo, sulf lgra 1 blac, lbro, chlo, sulf, gray, lbro sulf blac, lbro, gray chlo, grap, sulf 3 lgra 3 blac chlo, grap blac, lbro clay, chlo, sulf 120 blac, lbro clay, chlo, sulf 50 gray, blac clay, chlo, grap 2 blac, gray clay, chlo, grap 2 Fracture shape Fracture hness Remarks splitted splitted, splitted splitted Rock strongly brecciated and is full of micro fractures and clay/ grain filled fractures, hard to determine which is fracture which is not core loss, depths not measured loose breccia 50 mm solid rock between this and previous so called fracture - r 0 >-+) ::t> n 2 @ Y' 0 r (.;.) > "i:j "i:j (1) ::s 0..?0 -Vl....+;::.. 0
I I Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction (0) fracture m m (0) (0) (0) surface 1287 fisl 60 gray, blac 1288 grfi 70 gray, blac 1289 fisl 60 dgra, chlo 1290 fi 70 blac, gray 1291 fisl 45 blac, gray 1292 fisl 75 blac, gray 1293 grfi 60 dgra, blac 1294 fisl 70 blac, gray, lbro 1295 fi 35 gray 1296 fisl 60 blac, gray, lbro 1297 fi 45 blac, gray, lbro 1298 grfi 65 dgra, blac 1299 fi 45 blac, gray 1300 fisl 55 blac, gray 1301 fi 75 lgra 1302 fi 70 gray, whit, blac 1303 fi 75 lgra 1304 ti 40 1305 fi 50 lgra 1306 fi 40 gray, lbro 1307 fi 60 lbro 1308 fi 80 whit, lgra 1309 ti 65 1310 fi 70 gray, blac 1311 fi 80 lgra 1312 fi 50 gray, blac, lbro 1313 fi 65 gray, lbro 1314 642.81 fisl 65 blac, gray 1315 642.84 fi 75 blac, gray 1316 642.86 fisl 60 blac, gray 1317 642.96 fisl 40 blac, gray, lbro 1318 642.99 fi 80 blac 1319 643.05 ti 80 1320 643.11 fi 85 lgra 1321 643.13 fi 75 blac, gray 1322 643.39 fi 35 Agra, brow Fracture Thickness filling of filled fracture, mm clay, chlo, grap 1 clay, chlo 3 clay, grap, chlo 2 chlo chlo, clay, grap chlo, clay, grap 1 chlo, clay, sulf 4 chlo, clay, sulf 20 chlo, sulf chlo, grap, sulf chlo, clay 30 chlo, grap, clay chlo, grap, clay 0.5, kaol 1 1 sulf, clay, sulf 2 kaol clay, chlo 2 clay, chlo, sulf clay, sulf chlo, grap, clay chlo, clay chlo, grap, clay chlo, grap, clay 3 chlo chlo chlo, grap _ L Fracture shape Fracture hness Remarks splitted hard to soft breccia filling not picked up splitted splitted splitted, calcite crystals splitted - l' 0 ""+) ::t> P' n J'J 0 l' w > 't:l 't:l (!) 0.?0 -Vl -
I Fracture Start End Type Alfa Beta Dip Dip Colour of number depth depth angle angle direction (0) fracture m m (0) (0) (0) surface 1323 643.41 fi 70 blac, gray, lbro 1324 643.45 fi 30 lgra, lbro 1325 643.48 fi 70 gray 1326 643.51 fisl 75 dgra, blac 1327 643.54 fisl 75 blac, gray, lbro 1328 643.56 fisl 75 blac, gray, lbro 1329 643.74 fi 65 blac, gray 1330 643.84 fi 0 lgra 1331 643.92 fisl 80 dgra, lbro 1332 644.02 fi 85 gray, blac 1333 644.04 fi 85 lgra, lbro 1334 644.10 fi 45 gray, lgra 1335 644.25 fisl 75 gray, lbro 1336 644.29 fisl 75 blac, gray 1337 644.33 fisl 80 blac, gray 1338 644.36 fisl 75 blac, brow, lyel 1339 644.48 fi 75 blac, gray 1340 644.59 fi 90 blac 1341 644.71 fi 85 blac, gray 1342 644.88 fi 80 dgra, blac, 1343 644.95 fi 70 blac, gray, lbro 1344 645.03 fi 85 lgra 1345 645.09 fisl 70 gray, dgra 1346 645.13 fi 50 gray, lbro 1347 645.16 645.22 1348 fi 85 gray 1349 fi 30 gray 1350 645.22 fi 80 gray 1351 645.28 fisl 85 blac, gray 1352 645.36 fi 75 gray, lbro 1353 645.40 fisl 70 blac, gray 1354 645.48 fi 25 gray, blac 1355 645.56 fi 70 blac, gray 1356 645.62 fisl 80 blac, lbro, gray 1357 645.70 fi 60 lyel 1358 645.72 fisl 70 gray, blac Fracture filling chlo, sulf, sulf Thickness of filled fracture, mm chlo, grap, clay 2 chlo, sulf chlo, sulf chlo chlo, grap 2 clay, chlo, grap, sulf 2 clay, grap, sulf 10 chlo, grap, clay chlo, clay chlo, grap, illi 0.5 chlo,, chlo chlo, clay, sulf 1 chlo, clay sulf chlo chlo, grap, clay clay, sulf chlo, grap, clay 2 chlo, chlo, grap, sulf illi clay Fracture shape Fracture hness Remarks splitted splitted core loss 0.03 m L' - 0... (j 2 '"'I (1) :fl 0 L' \.#.) > 'e 'e (1) ::s 0.. 00... Vl... N
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction CO) m m (0) (0) (0) 1359 645.75 fisl 70 1360 645.78 fisl 70 1361 645.78 fisl 70 1362 646.10 fi 60 1363 646.12 fi 70 1364 646.18 fi 45 1365 646.23 fi 65 1366 646.35 fisl 80 1367 646.48 fisl 70 1368 646.59 fisl 60 1369 646.61 fi 85 1370 646.86 fisl 75 1371 646.97 fi 70 1372 647.22 647.79 grfi 80 1373 648.33 fi 75 1374 649.00 fi 80 345 165 45 1375 649.21 fi 80 330 161 45 1376 649.45 fisl 60 300 137 56 1377 649.96 fi 70 1378 650.28 fi 15 270 88 78 1379 653.05 fi 25 280 101 76 1380 653.33 fi 75 15 174 50 1381 653.43 fi 80 0 168 46 1382 655.61 fi 25 280 101 76 1383 656.46 657.21 fi 0 1384 659.50 fisl 70 350 165 55 1385 670.02 fisl 80 30 175 45 1386 670.32 fi 75 0 168 51 1387 672.38 fi 60 1388 679.38 fi 80 30 175 45 1389 679.56 fisl 80 20 174 45 1390 684.72 ti 10 1391 694.95 fi 65 1392 696.27 fisl 75 340 162 51 Colour of fracture surface blac, gray blac, gray blac, gray blac, lyel, gray blac, lbro, gray gray lgra, lbro blac, gray blac, gray gray, blac blac, gray blac, ygre blac, gray blac, gray dgra blac, gray blac, lbro, lgra blac, lyel blac, gray lgra, lbro gray blac, gray, lbro blac, gray gray blac, gray blac, lbro blac, gray, whit blac, gray lgra blac, brow blac, brow blac, whit, lyel blac, whit, lgre Fracture filling chlo, grap chlo, grap chlo, grap chlo, illi chlo, sulf, clay, sulf chlo, clay chlo, grap, clay chlo chlo chlo, illi clay, grap grap chlo, chlo, sulf, chlo, illi chlo,, sulf chlo, clay, sulf chlo, clay chlo, grap, sulf chlo, grap, kaol chlo chlo chlo, kaol, illi chlo, kaol, illi Thickness of filled fracture, mm Fracture shape 570 0.5 1 Fracture hness Remarks splitted both ends slicken sided, core loss 0.50 m, mainly grain filling weared away foliation foliation foliation, strong foliation, strong, undulating foliation foliation foliation splitted r 0 (j..., 2" (D CZl 0 r (j..) > "1:j "1:j (D ::s 0..?0... VI -..j:::o. w
I I i I I I i Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m C) (0) (0) 1393 698.65 fi 40 0 168 87 1394 700.51 fi 45 350 162 81 1395 703.30 fi 60 225 112 25 1396 703.69 fi 45 30 190 78 1397 704.12 fi 70 1398 705.94 fisl 70 50 188 51 1399 708.92 fisl 65 1400 710.74 fi 80 1401 711.26 fi 60 130 225 28 1402 711.37 fi 70 60 192 49 1403 711.51 fi 45 45 200 75 1404 715.90 fisl 55 130 235 28 1405 716.10 fisl 40 35 195 82 1406 716.12 fisl 40 1407 716.18 fisl 35 1408 717.59 fi 75 1409 717.83 fi 50 1410 719.69 fisl 80 1411 720.16 fi 75 1412 720.94 fisl 50 15 179 76 1413 722.51 fi 50 150 256 19 1414 724.49 fi 75 240 144 31 1415 725.74 fi 50 225 90 28 1416 726.38 fi 65 1417 728.37 fi 75 1418 729.19 fi 75 1419 729.72 fi 70 1420 729.77 fi 75 1421 729.94 fi 45 180 348 8 1422 729.96 fi 50 210 81 19 1423 730.48 fi 75 1424 730.66 fi 90 1425 730.73 fi 80 1426 730.95 fi 75 1427 731.10 fi 65 210 128 19 1428 L 731.14 fi 80- -- L Colour of fracture surface gray, whit blac, lgra, lbro lgra lgra, whit blac, whit dgra, gray blac, lgra, lyel whit, blac whit whit whit, lyel, lgra blac, gray, lbro blac, gray, lbro blac, gray, lbro blac, whit, lbro dgra whit blac, whit, lyel blac, gray blac, lgre, lgra lgra whit, lbro lgra whit whit whit whit whit dgra, gray dgra, lgra lgre, whit dgre, blac, gray dgra dgra, lgra whit whit Fracture filling kaol chlo, sulf, kaol chlo grap chlo, illi kaol, chlo kaol kaol kaol, illi, chlo,, sulf chlo chlo chlo, kaol, sulf chlo kaol chlo, kaol, illi chlo, chlo,, illi kaol, kaol kaol kaol kaol kaol grap, illi, kaol chlo, grap, chlo chlo, kaol kaol Thickness of filled fracture, mm Fracture shape 1rre Fracture hness Remarks splitted splitted foliation, splitted, splitted t""' - 0 >-+) p.; (j 2 (il!!' 0 t""' w > 'i:::$ 'i:::$ ('J ::s 0..?0... V. -
I I Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction e) m m (0) (0) (0) 1429 735.62 ti 90 1430 735.64 ti 90 1431 739.57 fi 85 1432 739.63 fisl 80 1433 740.15 fi 50 340 156 75 1434 740.16 fisl 55 1435 740.42 fisl 60 325 150 64 1436 740.47 fi 65 1437 740.52 fi 75 300 150 46 1438 740.97 fisl 75 1439 741.42 fi 60 1440 741.52 fisl 75 0 168 53 1441 744.99 ti 55 1442 745.48 fi 70 1443 750.03 fi 25 20 7 80 1444 751.92 fisl 70 320 152 54 1445 753.04 fi 60 15 177 67 1446 756.19 fi 80 1447 759.85 fi 75 1448 760.39 fi 55 1449 763.42 fi 70 1450 765.16 fi 80 1451 765.80 fi 70 1452 779.92 fi 60 215 114 21 1453 780.65 fi 25 1454 781.13 fisl 45 130 251 33 1455 784.70 786.3 fi 0 90 258 90 1456 787.81 fi 65 145 209 22 1457 790.32 fi 20 1458 792.31 fi 55 240 108 35 1459 793.34 fi 50 240 100 36 1460 793.77 fi 70 230 136 28 1461 793.78 fi 65 230 125 28 1462 815.21 fi 20 50 34 84 1463 815.83 fi 25 50 33 88 1464 816.64 - fi 25 Colour of fracture surface blac blac, lgra dgra, whit blac, whit blac, lgra blac, gray blac, gray blac, whit blac, lgra blac, lgra whit, lyel, lbro lyel blac, lgre lgra whit lgra, lyel whit, lbro whit gray, whit blac, whit lgra dgra dgra, gray lbro, whit, blac dgra, gray lbro, gray, gree dgra gray lgra lgra, lbro gray gray lbro, blac Fracture filling chlo chlo ch1o, kaol chlo, kaol chlo, chlo chlo, chlo, kaol chlo chlo kaol, illi, sulf chlo, illi kaol, illi kaol, sulf kaol kaol chlo, kaol grap grap seri, kaol muse seri, clay, sulf Thickness Fracture Fracture of filled shape hness fracture, mm 0.5 0.5 Remarks foliation foliation foliation foliation foliation foliation partly undulating, partly -- c 0 =t> (") z..., (1) en 0 t'""' (.;.) > 'e 'e (1) ::I 0. ><"?0 -Vl - Vl
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0) 1465 818.33 fi 10 320 306 71 1466 824.48 fi 25 35 20 83 1467 826.58 fisl 20 300 294 88 1468 837.76 ti 30 25 10 85 1469 844.16 fi 30 20 6 84 1470 846.58 fi 50 5 172 78 1471 846.74 fi 40 1472 846.98 fi 30 20 6 84 1473 859.90 fi 50 30 188 75 1474 860.31 ti 50 20 181 77 1475 896.33 fi 60 0 168 69 1476 900.52 ti 65 45 189 59 1477 904.57 fi 30 1478 904.79 fi 35 1479 904.87 fi 80 1480 904.92 ti 40 1481 905.19 fi 90 1482 907.56 fi 45 15 179 83 1483 908.76 fi 30 20 6 83 1484 908.93 fi 35 20 5 88 1485 909.58 ti 45 15 179 83 1486 911.01 fi 35 310 129 83 1487 911.60 fi 55 1488 912.45 fi 55 40 192 68 1489 912.50 fi 55 230 106 29 1490 912.54 fi 40 20 184 87 1491 912.76 fi 45 25 186 82 1492 913.07 fi 40 30 192 86 1493 913.37 ti 40 15 180 88 1494 913.90 fi 30 30 14 86 1495 914.03 fi 35 30 193 90 1496 916.40 fi 5 300 285 76 1497 917.63 fi 5 10 0 57 1498 922.05 fi 10 310 298 74 1499 922.86 fi 20 310 302 84 1500 942.54 fi 30 40 22 88 Colour of fracture surface gray, lgra lgra, lbro blac, gray lgra, blac, lgre whit gray gray, lyel gray gray, lbro gray, blac lgra, whit lgra lbro, whit lgra, lbro lgra lgra lgra lgra dgra lgra gray, lbro blac, gray, lbro lgra, lbro lgra lbro lbro lgra, gray lbro lbro gray, blac Fracture filling, sulf grap chlo, illi kaol clay, illi, sulf, kaol sulf sulf.kaol chlo chlo, sulf kaol, sulf sulf muse seri seri Thickness Fracture of filled shape fracture, mm 1.5 2 1 Fracture hness Remarks mainly foliation r 0..., n 2 '"'I 0 _;n 0 r VJ > "1::1 "1::1 0 ::s 0.. ;>< -Vl -..j:::.. 0\
Fracture Start End Type Alfa Beta Dip Dip number depth depth angle angle direction (0) m m (0) (0) (0} 1501 943.06 fi 65 25 180 63 1502 943.87 fi 50 0 168 80 1503 946.66 fi 15 10 359 66 1504 949.72 fi 75 325 158 53 1505 949.79 fisl 70 0 168 60 1506 959.43 fi 35 10 357 86 1507 959.87 fi 80 0 168 50 1508 959.90 fisl 60 35 187 66 1509 959.93 clfi 50 1510 959.95 clfi 65 10 174 64 1511 961.02 ti 50 215 92 22 1512 962.88 fi 40 225 77 33 1513 963.08 fi 20 290 106 87 1514 963.55 fi 30 300 120 84 1515 963.75 fi 25 275 99 74 1516 963.92 fi 20 290 106 87 1517 964.16 fi 15 25 15 69 1518 966.03 ti 30 290 113 79 1519 967.10 fisl 45 35 193 80 1520 967.12 fisl 55 40 192 69 1521 967.14 fi 50 1522 972.36 fi 25 25 12 79 1523 973.25 ti 50 1524 974.69 fisl 35 75 225 72 1525 976.49 fi 75 1526 976.54 fisl 45 75 217 65 1527 976.71 fisl 35 5 352 86 1528 976.76 fi 35 10 357 86 1529 976.79 ti 45 25 186 82 1530 977.02 ti 40 1531 977.07 fi 25 50 33 87 1532 977.11 fisl 55 75 210 58 1533 977.21 fisl 80 1534 977.36 fi 20 1535 977.50 fisl 50 100 226 48 1536 977.57 fisl 55 35 189 70 Colour of Fracture Thickness fracture filling of filled surface fracture, mm lgra, blac lgra, blac lgra, blac, sulf blac, lgra blac, lgra, lbro chlo, sulf gray blac, gray chlo blac, gray chlo gray, blac gray, blac whit whit whit whit whit whit blac blac whit, blac gray, blac chlo chlo, sulf blac, lgra, bgre chlo, blac, lgra, bgre blac, gray chlo gray, blac whit, dgre 1 lgre, whit dgre blac, ggre blac, gree, gray whit, gree dgra blac, d_gre chlo chlo chlo chlo Fracture shape Fracture hness Remarks, strong, strong, strong, strong, strong, strong also clfi r 0..., ::p (') Cil 0 r w > "C) "C) G ::s 0.. ;;<?0... Vl....+;:... -..l
Fracture Start End Type Alfa Beta Dip number depth depth angle angle direction m m (0) (0) (0) 1537 977.70 fi 30 25 10 1538 977.72 fisl 40 10 176 1539 977.74 grfi 30 1540 977.76 clfi 60 1541 977.77 fi 60 35 187 1542 978.36 fi 70 180 168 1543 980.24 fi 25 145 288 1544 980.46 fi 35 240 82 1545 980.49 fi 15 160 317 1546 980.50 fi 15 1547 981.92 fi 75 70 188 1548 982.54 fi 35 350 340 1549 982.80 fisl 15 0 348 1550 983.05 fi 40 330 146 1551 983.36 fi 10 180 348 1552 983.55 fisl 55 1553 983.80 fi 10 160 320 1554 984.67 fi 30 310 127 1555 984.96 fi 85 1556 985.16 fisl 35 1557 985.17 fisl 50 1558 985.21 ti 80 1559 985.25 fisl 55 1560 985.99 fisl 50 1561 986.97 fi 65 1562 988.39 fisl 45 30 189 1563 988.77 fisl 30 20 6 1564 988.86 fi 15 1565 988.95 fi 40 30 191 1566 989.34 fi 35 30 13 1567 990.11 fi 20 25 13 1568 990.74 fi 20 150 300 1569 999.71 ti 10 1570 999.88 ti 30 310 127 Dip Colour of Fracture (0) fracture filling surface 84 whit, blac 89 blac, gray chlo blac gray 66 gree, blac chlo 20 blac, lgre 37 blac, gray, lbro, sulf 46 lgra sulf 39 lgra sulf lgra 0.5 46 black 86 black chlo 65 black, gray chlo, karb 86 black chlo 40 blac, gray chlo, blac, ggre chlo 44 blac, gree, lbro chlo,, sulf 88 lgra blac blac grap blac grap blac grap blac, dgra grap, gree 81 blac, ggre chlo, grap 83 blac, gray chlo, whit, blac 86 blac, gray 89 blac, gray, lbro, sulf 74 blac, gray chlo, 38 blac, gray, chlo 88 Thickness Fracture of filled shape fracture, mm 1rre 3 2 1rre 0.5 Fracture hness Remarks also grfi not picked up not picked up partly splitted splitted r - 0 H) ::p!") (J 2..., (1) Y' 0 r (.;.) > "1:j "1:j (1) ::s 0..?0... VI -..j:::.. 00
I Fracture Start End Type Alfa Beta Dip Dip number depth depth (0) (0) direction (0) m m (0) 1 4.06 op 30 60 230 77 2 8.40 ti 50 310 146 62 3 8.56 ti 45 310 143 67 4 9.33 clfi 10 80 256 86 5 9.46 fi 30 30 205 86 6 9.63 fi 70 190 160 10 7 9.92 ti 60 180 360 1 8 10.62 grfi 25 280 111 73 9 11.67 ti 80 10 11.69 fi 50 180 360 11 11 14.14 fi 60 300 145 51 12 15.01 clfi 60 300 145 51 13 15.28 fi 60 14 15.31 fi 70 15 15.34 fi 60 16 15.36 grfi 65 17 15.42 fi 65 18 15.56 fi 80 19 15.58 fi 80 20 15.64 fi 70 21 15.68 fi 70 22 15.71 fi 80 290 162 34 23 15.76 fi 70 300 154 43 24 15.82 fi 70 25 16.03 fi 70 300 154 43 26 16.19 fi 70 27 16.35 fi 80 28 16.36 fi 70 300 154 43 29 16.40 fi 70 300 154 43 30 20.11 fi 30 31 20.78 fi 25 180 360 36 32 23.76 ti 80 210 166 21 33 25.45 ti 65 225 121 20 34 26.50 clfi 35 170 341 27 35 26.70 fi 45 170 334 --- 17 Colour of Fracture Thickness fracture filling of filled surface fracture, mm brow rust, kaol gray, bgre 1.5 lgra dgra lbro, blac 1.5 gray lgra, lgre gray, whit, gree 30 whit kaol whit kaol whit kaol whit kaol 7 whit kaol 1 whit kaol whit kaol whit kaol whit kaol whit kaol whit kaol whit, lgra kaol whit kaol lgra kaol whit kaol whit kaol lgra kaol gray, dbro gray gray, brow brow, gray, whit karb, rust 1.5 Fracture shape Fracture hness roig Remarks splitted slightly kaol slightly kaol filling parly like silt, compressed splitted thickness estimated, measured core loss in this run is about 3 cm not picked up rock pieces and kaol, not picked up not picked up, kaol stripe, kaol stripe, kaol stripe r 0..., ::p (') z @ Vl 0 r (.;.l tc > 't) 't) (I) 1:::1 0.?0 -VI -..j:::.. \0
Fracture Start End Type Alfa Beta Dip Dip number depth depth e) (0) direction (0) m m (0) 36 28.09 ti 70 37 29.34 ti 10 0 360 71 38 29.81 fi 80 270 160 31 39 29.89 fi 80 230 160 24 40 31.68 ti 70 41 32.31 fi 80 230 160 24 42 35.92 ti 40 210 55 28 43 36.50 fi 45 290 129 60 44 37.15 fi 50 230 91 30 45 38.86 fi 60 46 38.87 fi 50 230 91 30 47 39.13 fi 50 240 99 34 48 39.92 ti 60 250 120 33 49 40.57 ti 70 250 137 29 50 40.79 fi 75 240 147 25 51 41.36 fi 70 20 188 48 52 41.39 fi 70 53 41.41 fi 65 54 41.49 fi 75 350 176 44 55 41.57 ti 75 56 41.71 fi 80 57 41.77 fi 85 210 174 25 58 42.70 ti 80 59 42.71 ti 80 60 42.88 fi 75 180 180 14 61 43.32 fi 15 180 360 46 62 44.71 fi 15 90 262 77 63 44.88 fi 30 80 246 69 64 44.95 fisl 45 100 251 47 65 44.98 grfi 30 Colour of Fracture Thickness fracture filling of filled surface fracture, mm lgra, whit lgra, whit 2 whit gray, whit, gree, sulf 1 whit 1 whit lgra, whit 0.5 whit, lbro, sulf whit, gray, kaol 2 whit, gray kaol whit kaol whit kaol whit kaol whit whit, lbro gray kaol, sulf gray, whit, gree 4 gray dgre, gray chlo gray Fracture shape 1rre 1rre Fracture hness Remarks slightly pyrite slightly pyrite slightly pyrite slightly pyrite slightly kaol splitted r fa. 0..., (") 8 (il Y' 0 r w t:d... VI 0 > '"l::j "0 (1) ::s 0.. -?0 -VI
151 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 40.35 41 4 2 100 41 42 6 0 100 42 43 3 2 92 43 44 4 4 97 44 45 3 1 100 45 46 1 1 100 46 47 3 0 100 47 48 4 2 100 48 49 2 0 100 49 50 2 0 100 50 51 5 1 100 51 52 2 0 100 52 53 3 0 100 53 54 2 0 100 54 55 4 3 89 55 56 5 2 98 56 57 1 0 100 57 58 1 0 100 58 59 4 1 100 59 60 1 0 100 60 61 1 0 100 61 62 3 0 100 62 63 1 0 100 63 64 1 0 100 64 65 3 1 100 65 66 1 0 100 66 67 4 1 100 67 68 3 1 100 68 69 1 0 100 69 70 1 0 100 70 71 4 0 100 71 72 1 1 100 72 73 1 0 100 73 74 1 0 100 74 75 1 0 100 75 76 1 1 100 76 77 4 0 100 77 78 1 1 100 78 79 2 1 100 79 80 3 0 100 80 81 3 0 100 81 82 2 1 100 82 83 3 0 100 83 84 2 2 95 84 85 3 0 100 85 86 3 3 100 86 87 6 4 98 87 88 3 2 100 88 89 4 1 100 89 90 6 2 100
152 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures N atura1 fractures RQD Remarks m m pc/m pc/m % 90 91 3 1 100 91 92 6 2 100 92 93 2 0 100 93 94 5 3 100 94 95 3 2 100 95 96 3 3 100 96 97 3 2 100 97 98 12 13 57 98 99 12 9 60 99 100 15 9 0 core loss 0.5 m 100 101 11 9 72 101 102 8 9 72 102 103 6 6 87 103 104 4 2 93 104 105 5 5 100 105 106 7 3 100 106 107 6 6 94 107 108 3 6 81 108 109 5 6 91 109 110 5 3 94 110 111 6 4 90 111 112 12 11 61 112 113 7 6 94 113 114 13 14 52 114 115 13 11 74 115 116 9 11 56 116 117 4 2 100 117 118 6 4 91 118 119 2 1 100 119 120 5 5 94 120 121 11 12 51 121 122 6 6 77 122 123 15 12 50 123 124 8 4 88 124 125 3 1 99 125 126 10 8 76 126 127 4 2 100 127 128 2 2 100 128 129 7 7 86 129 130 5 3 100 130 131 6 4 100 131 132 2 1 100 132 133 11 3 97 133 134 6 1 97 134 135 14 10 74 135 136 3 1 100 136 137 4 1 100 137 138 3 0 100 138 139 3 0 100 139 140 5 1 98
153 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 140 141 4 1 95 141 142 3 1 100 142 143 4 0 100 143 144 3 0 100 144 145 5 2 100 145 146 2 2 100 146 147 4 2 100 147 148 4 4 94 148 149 4 1 100 149 150 2 0 100 150 151 4 2 100 151 152 3 2 100 152 153 5 2 100 153 154 4 1 100 154 155 5 3 100 155 156 3 4 94 156 157 3 1 100 157 158 2 1 100 158 159 2 1 100 159 160 5 2 98 160 161 4 0 100 161 162 2 1 100 162 163 4 1 100 163 164 6 8 64 164 165 1 0 100 165 166 7 1 100 166 167 3 0 100 167 168 9 9 68 168 169 3 0 100 169 170 4 2 100 170 171 2 1 100 171 172 4 2 100 172 173 1 0 100 173 174 3 4 97 174 175 4 3 96 175 176 3 2 100 176 177 5 3 87 177 178 4 1 96 178 179 4 3 100 179 180 1 0 100 180 181 1 1 100 181 182 3 2 91 182 183 2 0 100 183 184 5 3 99 184 185 2 1 100 185 186 7 2 97 186 187 2 2 96 187 188 4 2 93 188 189 6 4 87 189 190 6 1 100
154 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures N atura1 fractures RQD Remarks m m pc/m pc/m % 190 191 2 1 100 191 192 3 1 100 192 193 3 1 100 193 194 6 4 96 194 195 4 1 100 195 196 4 1 100 196 197 4 1 100 197 198 2 0 100 198 199 5 2 91 199 200 5 2 100 200 201 3 1 100 201 202 4 1 100 202 203 4 0 100 203 204 2 2 91 204 205 3 2 100 205 206 4 1 100 206 207 3 0 100 207 208 5 0 100 208 209 3 0 100 209 210 1 0 100 210 211 4 0 100 211 212 3 0 100 212 213 3 0 100 213 214 2 0 100 214 215 3 0 100 215 216 3 2 100 216 217 20 15 15 217 218 8 5 76 218 219 6 6 91 219 220 3 0 100 220 221 2 0 100 221 222 4 1 100 222 223 3 1 100 223 224 2 1 100 224 225 2 1 100 225 226 4 3 94 226 227 3 0 100 227 228 4 0 100 228 229 4 3 100 229 230 2 0 100 230 231 4 2 100 231 232 3 2 90 232 233 3 2 100 233 234 10 9 81 234 235 6 4 89 235 236 2 2 100 236 237 5 1 100 237 238 2 2 100 238 239 1 0 100 239 240 3 1 100
155 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 240 241 3 1 100 241 242 1 2 100 242 243 3 2 100 243 244 3 0 100 244 245 4 1 100 245 246 3 1 100 246 247 8 4 93 247 248 2 1 100 248 249 5 1 100 249 250 3 1 100 250 251 6 6 91 251 252 2 0 100 252 253 6 3 92 253 254 2 0 100 254 255 4 1 100 255 256 5 3 100 256 257 3 0 100 257 258 5 1 100 258 259 4 1 100 259 260 3 0 100 260 261 6 0 100 261 262 3 2 100 262 263 4 1 100 263 264 5 1 100 264 265 4 1 100 265 266 3 0 100 266 267 4 0 100 267 268 1 0 100 268 269 3 3 90 269 270 4 0 100 270 271 1 1 100 271 272 2 1 100 272 273 4 0 100 273 274 1 0 100 274 275 2 0 100 275 276 1 0 100 276 277 2 0 100 277 278 2 0 100 278 279 3 0 100 279 280 5 4 90 280 281 3 1 100 281 282 2 0 100 282 283 1 0 100 283 284 3 0 100 284 285 3 0 100 285 286 2 0 100 286 287 2 0 100 287 288 3 0 100 288 289 3 1 100 289 290 3 1 100
156 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures N atura1 fractures RQD Remarks m m pc/m pc/m % 290 291 5 3 100 291 292 1 1 100 292 293 1 0 100 293 294 6 0 100 294 295 2 0 100 295 296 5 1 100 296 297 5 1 100 297 298 9 6 79 298 299 3 0 100 299 300 10 7 81 300 301 7 4 88 301 302 4 0 100 302 303 3 2 100 303 304 5 4 93 304 305 4 3 90 305 306 3 3 93 306 307 2 4 93 307 308 3 3 100 308 309 1 0 100 309 310 3 4 100 310 311 2 1 100 311 312 2 0 100 312 313 3 0 100 313 314 3 1 100 314 315 3 1 100 315 316 2 2 100 316 317 2 1 100 317 318 3 1 100 318 319 5 3 100 319 320 8 5 89 320 321 5 6 85 321 322 3 0 100 322 323 2 0 100 323 324 3 0 100 324 325 1 0 100 325 326 2 0 100 326 327 4 2 100 327 328 2 0 100 328 329 2 0 100 329 330 5 6 65 330 331 2 0 100 331 332 1 0 100 332 333 3 1 100 333 334 4 0 100 334 335 5 0 100 335 336 4 2 100 336 337 5 2 100 337 338 4 0 100 338 339 4 1 100 339 340 1 0 100
157 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 340 341 13 12 63 341 342 11 15 45 342 343 12 11 67 343 344 4 2 93 344 345 2 0 100 345 346 4 4 96 346 347 5 0 100 347 348 3 1 100 348 349 2 0 100 349 350 1 0 100 350 351 2 1 100 351 352 1 0 100 352 353 5 0 100 353 354 4 0 100 354 355 2 0 100 355 356 3 0 100 356 357 2 1 100 357 358 4 0 100 358 359 4 0 100 359 360 1 0 100 360 361 2 0 100 361 362 2 0 100 362 363 1 0 100 363 364 4 0 100 364 365 4 0 100 365 366 1 0 100 366 367 1 0 100 367 368 1 0 100 368 369 4 0 100 369 370 2 0 100 370 371 4 0 100 371 372 4 0 100 372 373 1 1 100 373 374 1 0 100 374 375 4 0 100 375 376 6 0 100 376 377 4 0 100 377 378 4 1 100 378 379 1 0 100 379 380 2 1 100 380 381 4 1 100 381 382 2 0 100 382 383 4 0 100 383 384 2 0 100 384 385 3 0 100 385 386 1 0 100 386 387 3 0 100 387 388 1 0 100 388 389 2 0 100 389 390 1 0 100
158 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m o/o 390 391 2 0 100 391 392 2 0 100 392 393 2 0 100 393 394 2 1 100 394 395 2 1 100 395 396 4 1 100 396 397 3 1 100 397 398 3 0 100 398 399 2 1 100 399 400 2 0 100 400 401 3 1 100 401 402 1 0 100 402 403 3 1 100 403 404 2 0 100 404 405 1 0 100 405 406 2 0 100 406 407 3 0 100 407 408 1 0 100 408 409 3 0 100 409 410 1 0 100 410 411 3 1 100 411 412 3 1 100 412 413 2 1 100 413 414 1 0 100 414 415 2 0 100 415 416 3 1 100 416 417 4 0 100 417 418 1 0 100 418 419 1 0 100 419 420 2 0 100 420 421 2 0 100 421 422 1 0 100 422 423 4 2 100 423 424 1 0 100 424 425 2 0 100 425 426 4 1 100 426 427 3 0 100 427 428 1 0 100 428 429 3 0 100 429 430 2 0 100 430 431 1 0 100 431 432 2 0 100 432 433 1 0 100 433 434 3 2 100 434 435 5 2 93 435 436 4 2 100 436 437 1 0 100 437 438 5 0 100 438 439 3 1 100 439 440 3 1 100
159 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures N atura1 fractures RQD Remarks m m pc/m pc/m % 440 441 2 2 93 441 442 2 1 100 442 443 6 5 78 443 444 1 2 100 444 445 3 0 100 445 446 3 0 100 446 447 1 0 100 447 448 2 1 100 448 449 2 0 100 449 450 3 0 100 450 451 2 0 100 451 452 2 0 100 452 453 4 0 100 453 454 2 1 100 454 455 9 10 85 455 456 6 6 83 456 457 5 4 94 457 458 3 1 100 458 459 2 0 100 459 460 2 0 100 460 461 3 0 100 461 462 2 3 91 462 463 5 0 100 463 464 3 2 96 464 465 4 2 100 465 466 4 0 100 466 467 3 0 100 467 468 4 2 100 468 469 7 7 72 469 470 2 0 100 470 471 4 1 100 471 472 3 2 100 472 473 2 0 100 473 474 4 0 100 474 475 2 1 100 475 476 3 0 100 476 477 2 1 100 477 478 4 4 98 478 479 2 0 100 479 480 1 0 100 480 481 2 1 100 481 482 4 4 89 482 483 4 1 100 483 484 4 1 100 484 485 4 3 100 485 486 1 0 100 486 487 2 1 100 487 488 2 2 100 488 489 6 6 99 489 490 4 2 100
160 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures N atura1 fractures RQD Remarks m m pc/m pc/m o/o 490 491 2 0 100 491 492 4 2 100 492 493 3 1 100 493 494 3 0 100 494 495 2 0 100 495 496 2 0 100 496 497 2 0 100 497 498 2 0 100 498 499 4 0 100 499 500 2 0 100 500 501 4 0 100 501 502 4 0 100 502 503 3 1 100 503 504 4 1 100 504 505 2 0 100 505 506 1 0 100 506 507 2 0 100 507 508 2 0 100 508 509 2 0 100 509 510 2 0 100 510 511 2 0 100 511 512 3 0 100 512 513 1 0 100 513 514 5 2 93 514 515 3 1 100 515 516 2 0 100 516 517 2 1 100 517 518 3 0 100 518 519 3 0 100 519 520 4 0 100 520 521 4 1 100 521 522 3 0 100 522 523 3 1 100 523 524 2 0 100 524 525 4 2 100 525 526 2 0 100 526 527 2 0 100 527 528 3 3 98 528 529 3 1 100 529 530 4 1 100 530 531 2 0 100 531 532 2 0 100 532 533 3 0 100 533 534 3 1 100 534 535 4 0 100 535 536 2 1 100 536 537 2 1 100 537 538 2 0 100 538 539 1 0 100 539 540 2 0 100
161 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 540 541 4 0 100 541 542 1 0 100 542 543 1 0 100 543 544 4 0 100 544 545 2 1 100 545 546 2 0 100 546 547 3 0 100 547 548 1 1 100 548 549 5 3 98 549 550 4 2 100 550 551 1 0 100 551 552 2 1 100 552 553 3 1 100 553 554 1 0 100 554 555 4 0 100 555 556 1 0 100 556 557 2 0 100 557 558 3 2 100 558 559 1 0 100 559 560 1 0 100 560 561 3 0 100 561 562 1 0 100 562 563 2 1 100 563 564 4 2 100 564 565 4 3 95 565 566 5 1 100 566 567 2 1 100 567 568 2 2 100 568 569 6 2 100 569 570 3 0 100 570 571 3 0 100 571 572 3 2 100 572 573 8 13 47 573 574 11 18 0 574 575 20 20 13 575 576 11 19 0 core loss between depth interval 576 577 8 11 53 577 578 9 11 58 578 579 12 13 65 579 580 7 10 80 580 581 14 17 33 581 582 5 6 81 582 583 11 16 15 583 584 8 10 66 584 585 13 18 48 585 586 12 13 53 586 587 14 16 60 587 588 6 4 66 588 589 15 15 0 589 590 10 11 42
162 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 590 591 4 2 100 591 592 6 7 88 592 593 6 4 99 593 594 5 4 97 594 595 6 6 93 595 596 4 3 100 596 597 4 4 97 597 598 13 12 63 598 599 9 13 51 599 600 3 3 96 600 601 5 3 83 601 602 2 0 100 602 603 4 3 100 603 604 7 5 95 604 605 3 1 95 605 606 6 4 93 606 607 4 1 100 607 608 2 1 100 608 609 4 5 82 609 610 1 0 100 610 611 2 1 100 611 612 5 5 84 612 613 5 1 100 613 614 2 1 100 614 615 3 2 100 615 616 15 16 40 616 617 8 11 61 617 618 7 9 77 618 619 4 5 100 619 620 6 9 70 620 621 3 3 90 621 622 5 2 100 622 623 3 3 100 623 624 2 2 100 624 625 6 11 70 625 626 1 1 100 626 627 7 6 75 627 628 4 2 97 628 629 5 4 93 629 630 3 3 92 630 631 4 3 100 631 632 5 8 88 632 633 2 2 100 633 634 8 9 73 634 635 12 15 50 635 636 5 5 100 636 637 4 4 100 637 638 6 5 92 638 639 7 6 74 639 640 4 5 100
163 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures N atura1 fractures RQD Remarks m m pc/m pc/m % 640 641 20 12 11 641 642 15 11 40 642 643 20 18 28 643 644 10 13 44 644 645 10 12 66 645 646 17 17 22 646 647 11 10 85 647 648 2 1 43 one wide grain filled fracture 648 649 6 2 100 649 650 4 3 100 650 651 2 1 100 651 652 1 0 100 652 653 1 0 100 653 654 5 3 90 654 655 2 0 100 655 656 2 1 100 656 657 3 1 100 657 658 2 0 100 658 659 2 0 100 659 660 2 1 100 660 661 2 0 100 661 662 3 0 100 662 663 1 0 100 663 664 2 0 100 664 665 6 0 100 665 666 3 0 100 666 667 1 0 100 667 668 3 0 100 668 669 2 0 100 669 670 2 0 100 670 671 4 2 100 671 672 2 0 100 672 673 3 0 100 673 674 5 1 100 674 675 4 0 100 675 676 3 0 100 676 677 3 0 100 677 678 3 0 100 678 679 2 0 100 679 680 5 2 100 680 681 2 0 100 681 682 3 0 100 682 683 4 0 100 683 684 2 0 100 684 685 3 1 100 685 686 3 0 100 686 687 2 0 100 687 688 3 0 100 688 689 2 0 100 689 690 3 0 100
164 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 690 691 1 0 100 691 692 4 0 100 692 693 3 0 100 693 694 3 0 100 694 695 2 1 100 695 696 1 0 100 696 697 3 1 100 697 698 2 0 100 698 699 3 1 100 699 700 5 0 100 700 701 4 1 100 701 702 3 0 100 702 703 3 0 100 703 704 2 2 100 704 705 3 1 100 705 706 3 1 100 706 707 4 0 100 707 708 3 0 100 708 709 5 1 100 709 710 1 0 100 710 711 3 1 100 711 712 5 3 100 712 713 3 0 100 713 714 2 0 100 714 715 2 0 100 715 716 4 1 100 716 717 4 3 92 717 718 4 2 100 718 719 6 0 100 719 720 2 1 100 720 721 4 2 100 721 722 3 0 100 722 723 2 1 100 723 724 3 0 100 724 725 4 1 100 725 726 3 1 100 726 727 5 1 100 727 728 2 0 100 728 729 1 1 100 729 730 6 5 93 730 731 5 4 93 731 732 4 2 96 732 733 4 0 100 733 734 3 0 100 734 735 1 0 100 735 736 6 2 98 736 737 1 0 100 737 738 1 0 100 738 739 3 0 100 739 740 3 2 94
165 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 740 741 6 6 89 741 742 7 2 90 742 743 1 0 100 743 744 4 0 100 744 745 3 1 100 745 746 2 1 100 746 747 1 0 100 747 748 1 0 100 748 749 3 0 100 749 750 2 0 100 750 751 4 1 100 751 752 2 1 100 752 753 2 0 100 753 754 2 1 100 754 755 3 0 100 755 756 2 0 100 756 757 6 1 100 757 758 2 0 100 758 759 2 0 100 759 760 5 1 100 760 761 3 1 100 761 762 3 0 100 762 763 3 0 100 763 764 4 1 100 764 765 4 0 100 765 766 4 2 100 766 767 5 0 100 767 768 3 0 100 768 769 2 0 100 769 770 1 0 100 770 771 3 0 100 771 772 2 0 100 772 773 4 0 100 773 774 2 0 100 774 775 5 0 100 775 776 3 0 100 776 777 4 0 100 777 778 2 0 100 778 779 3 0 100 779 780 2 1 100 780 781 1 1 100 781 782 3 1 100 782 783 1 0 100 783 784 1 0 100 784 785 4 1 100 785 786 2 0 100 786 787 3 0 100 787 788 4 1 100 788 789 2 0 100 789 790 2 0 100
166 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures N atura1 fractures RQD Remarks m m pc/m pc/m % 790 791 3 1 100 791 792 2 0 100 792 793 4 1 100 793 794 2 3 99 794 795 4 0 100 795 796 1 0 100 796 797 2 0 100 797 798 2 0 100 798 799 1 0 100 799 800 3 0 100 800 801 1 0 100 801 802 2 0 100 802 803 4 0 100 803 804 2 0 100 804 805 1 0 100 805 806 3 0 100 806 807 2 0 100 807 808 2 0 100 808 809 2 0 100 809 810 1 0 100 810 811 1 0 100 811 812 1 0 100 812 813 3 0 100 813 814 1 0 100 814 815 2 0 100 815 816 3 2 100 816 817 4 1 100 817 818 2 0 100 818 819 2 1 100 819 820 5 0 100 820 821 1 0 100 821 822 2 0 100 822 823 2 0 100 823 824 2 0 100 824 825 3 1 100 825 826 1 0 100 826 827 4 1 100 827 828 2 0 100 828 829 4 0 100 829 830 4 0 100 830 831 3 0 100 831 832 6 0 100 832 833 1 0 100 833 834 2 0 100 834 835 3 0 100 835 836 2 0 100 836 837 3 0 100 837 838 3 1 100 838 839 1 0 100 839 840 3 0 100
167 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m Q_c/m pc/m % 840 841 4 0 100 841 842 1 0 100 842 843 1 0 100 843 844 3 0 100 844 845 3 1 100 845 846 4 0 100 846 847 6 3 100 847 848 1 0 100 848 849 1 0 100 849 850 2 0 100 850 851 2 0 100 851 852 1 0 100 852 853 3 0 100 853 854 4 0 100 854 855 5 0 100 855 856 5 0 100 856 857 1 0 100 857 858 2 0 100 858 859 2 0 100 859 860 1 1 100 860 861 2 1 100 861 862 2 0 100 862 863 3 0 100 863 864 3 0 100 864 865 2 0 100 865 866 6 0 100 866 867 1 0 100 867 868 1 0 100 868 869 2 0 100 869 870 1 0 100 870 871 1 0 100 871 872 2 0 100 872 873 6 0 100 873 874 1 0 100 874 875 4 0 100 875 876 3 0 100 876 877 2 0 100 877 878 2 0 100 878 879 3 0 100 879 880 3 0 100 880 881 4 0 100 881 882 4 0 100 882 883 1 0 100 883 884 2 0 100 884 885 2 0 100 885 886 2 0 100 886 887 3 0 100 887 888 3 0 100 888 889 1 0 100 889 890 2 0 100
168 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures N atura1 fractures RQD Remarks m m pc/m pc/m % 890 891 2 0 100 891 892 2 0 100 892 893 4 0 100 893 894 1 0 100 894 895 1 0 100 895 896 6 0 100 896 897 2 1 100 897 898 4 0 100 898 899 3 0 100 899 900 1 0 100 900 901 2 1 100 901 902 2 0 100 902 903 2 0 100 903 904 3 0 100 904 905 5 4 87 905 906 2 1 100 906 907 2 0 100 907 908 2 1 100 908 909 3 2 100 909 910 2 1 100 910 911 2 0 100 911 912 5 2 100 912 913 4 4 91 913 914 5 3 100 914 915 5 1 100 915 916 1 0 100 916 917 2 1 100 917 918 3 1 100 918 919 1 0 100 919 920 1 0 100 920 921 3 0 100 921 922 3 0 100 922 923 1 2 100 923 924 2 0 100 924 925 2 0 100 925 926 2 0 100 926 927 3 0 100 927 928 2 0 100 928 929 2 0 100 929 930 2 0 100 930 931 2 0 100 931 932 4 0 100 932 933 1 0 100 933 934 2 0 100 934 935 5 0 100 935 936 2 0 100 936 937 2 0 100 937 938 5 0 100 938 939 1 0 100 939 940 3 0 100
169 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 940 941 3 0 100 941 942 3 0 100 942 943 1 1 100 943 944 4 2 100 944 945 4 0 100 945 946 3 0 100 946 947 3 1 100 947 948 2 0 100 948 949 4 0 100 949 950 3 2 93 950 951 1 0 100 951 952 2 0 100 952 953 2 0 100 953 954 1 0 100 954 955 3 0 100 955 956 1 0 100 956 957 1 0 100 957 958 3 0 100 958 959 1 0 100 959 960 12 5 92 960 961 2 0 100 961 962 3 1 100 962 963 2 1 100 963 964 4 4 100 964 965 2 1 100 965 966 1 0 100 966 967 1 1 100 967 968 4 3 96 968 969 6 0 100 969 970 3 0 100 970 971 1 0 100 971 972 3 0 100 972 973 4 1 100 973 974 3 1 100 974 975 3 1 100 975 976 1 0 100 976 977 5 5 87 977 978 9 12 67 978 979 4 1 100 979 980 1 0 100 980 981 4 4 96 981 982 2 1 100 982 983 5 2 100 983 984 5 4 100 984 985 2 2 100 985 986 10 5 91 986 987 3 1 100 987 988 3 0 100 988 989 5 4 82 989 990 2 1 100
170 Fracture frequency and RQD, OL-KR43 Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 990 991 5 2 100 991 992 2 0 100 992 993 1 0 100 993 994 3 0 100 994 995 1 0 100 995 996 1 0 100 996 997 2 0 100 997 998 2 0 100 998 999 1 0 100 999 1000 3 2 100 1000 1000.26 0 0
171 Fracture frequency and RQD, OL-KR43B Appendix 8.16 Start End All fractures Natural fractures RQD Remarks m m pc/m pc/m % 1.95 3 3 0 core loss, values inecaxt 3 4 8 0 100 core loss, values inecaxt 4 5 3 1 100 5 6 2 0 100 6 7 1 0 100 7 8 4 0 100 8 9 4 2 100 9 10 9 4 100 10 11 5 1 100 11 12 6 2 98 12 13 3 0 100 13 14 2 0 100 14 15 2 1 100 15 16 9 13 60 16 17 6 5 95 17 18 4 0 100 18 19 3 0 100 19 20 4 0 100 20 21 2 2 100 21 22 4 0 100 22 23 2 0 100 23 24 2 1 100 24 25 2 0 100 25 26 4 1 100 26 27 3 2 100 27 28 3 0 100 28 29 3 1 100 29 30 5 3 92 30 31 1 0 100 31 32 2 1 100 32 33 3 1 100 33 34 3 0 100 34 35 3 0 100 35 36 3 1 100 36 37 2 1 100 37 38 3 1 100 38 39 2 2 99 39 40 4 2 100 40 41 4 2 100 41 42 7 7 73 42 43 2 3 99 43 44 6 1 100 44 45.01 8 4 90
172
173 Fractured zones, core loss, OL-KR43 Appendix 8.17 Start End Class of the Core loss Remarks m m fractured zone m 97.18 100.70 RiiV Clay filled fractures, strongly weathered rock 105.74 105.96 0.03 100.70 102.01 Rill I 13 fractures ( 4 fractures) 110.90 111.72 Rill I 12 fractures 113.05 116.10 Rilll 37 fractures ( 6 fractures) 119.98 121.01 Rill! 14 fractures 122.13 122.49 Rilll 5 fractures 122.49 123.20 RiiV Clay filled fractures, strongly weathered rock 124.99 125.42 RiiV Some thin clay fillings 133.97 134.93 Rilll 11 fractures, thin clay fillings 167.38 167.97 Rill! 9 fractures 216.02 216.35 RiiV Two thicker clay fillings in the beginning of the section 216.25 216.33 0.05 216.35 217.59 Rilll Illite is common on fracture surfaces 218.57 218.60 0.03 233.56 234.11 RiiV Grain filled and slicken sided fractures 297.12 297.46 Rilll 6 fractures 299.43 300.54 Rilll 11 fractures ( 6 slicken sided fractures), section starts with grain filled fracture 319.97 320.07 RiiV Rock brecciated, grain filled and slicken sided fractures 340.52 342.35 RiiV Breccia fillings on both ends of the section, slicken sided fractures common 454.21 454.66 Rill I Narrow densely fractured zone, 10 fractures 572.47 574.93 RiiV Some thin grain filled fractures occur. Slicken sided fractures are common. There is weak to moderate brecciation thh the section. 574.93 582.43 Rill! Slicken sided fractures common 575.48 576.10 0.15 Core drilled twice 582.43 582.79 RiiV Weak brecciation thh the section 582.79 587.84 Rilll Weak brecciation occasionally 587.84 589.18 0.25 Ends of the core pieces weared during drilling 587.84 588.30 RiiV One 0,15 m thick grain filled fracture, weak brecciation in solid rock. Because of core loss the end depth of the section is only estimated. 588.30 589.80 Rill! Core loss, features of section cannot be determined properly 596.97 597.61 Rill! 12 fractures, some slicken sided fractures 598.21 599.19 Rilll 15 fractures, several slicken sided fractures 615.01 617.80 Rill! 36 fractures, some slicken sided fractures also 624.16 624.99 Rill I 11 fractures ( 5 fractures) 626.41 626.44 0.03 Core rotated and weared during drilling 633.46 635.10 Rill! 21 fractures, several slicken sided fractures 640.11 644.95 RiiV Beginning of the section strongly brecciated, slicken sided fractures and clay fillings occur 640.31 642.65 0.35 Fratured zone, loose core weared when drilled 644.95 647.22 Rill I 54 fractures, slicken sided fractures common. 647.22 647.79 0.50 647.22 647.79 RiV One 0,57 m thick grain filled fracture, almost weared away during drilling (core loss 0,50 m). 977.02 977.77 Rilll Near bottom contact one thin grain and one thin clay filled frature.
174 Fractured zones, core loss, OL-KR43B Appendix 8.1 7 Start End Class ofthe Core loss Remarks m m fractured zone m 1.95 3.67 0.50 Rock surface estimated to be m depth of 1.95 m. After that there was some open spaces or very soft material, drill dropped down few times. No fracture surfaces can be seen. Casing drilling to the depth of 5.40 m. 15.01 16.4 Rill I One third of fractures and like kaoline stripes. 15.01 15.05 0.03 Part of clay fillings flushed away.
175 Core orientation, OL-KR43 Appendix 8.18 Point Depth of Orientation Remarks! orientation mark Start End Length m m m m 1 50.22 41.15-2 55.84 - - no mark 3 61.75 - - 4 70.64 - - mark rejected, unreliable 5 76.45 - - 6 82.27 - - 7 88.03 - - 8 96.67-97.62 56.47 9 103.40 100.70 104.92 4.22 10 108.72 108.72 - mark rejected, unreliable 11 111.48 - - 12 117.35-117.71 8.99 13 128.26 mark rejected, unreliable 14 130.95 128.47 131.50 3.03 15 133.55 132.87 134.03 1.16 16 137.20 134.08-17 139.94 - - 18 145.73 - - 19 148.40-153.94 19.86 20 154.20 153.94 159.55 5.61 21 159.99 159.55 - no mark 22 165.76-167.47 7.92 23 171.52 167.47-24 183.46-188.40 20.93 25 189.25 188.40-26 196.53 - - 27 202.50-205.85 17.45 28 207.68 205.85-29 213.70-216.10 10.25 30 224.28 218.57-31 231.12-233.57 15.00 mark rejected, unreliable 32 240.13 234.10-33 246.15-246.45 34 252.08 246.45-35 258.05 - - 36 264.00-268.42 34.32 37 269.90 268.42-38 275.65 - - 39 281.52 - - 40 287.27 - - mark rejected, unreliable 41 293.03-295.77 27.35 mark rejected, unreliable 42 299.16 297.33 299.44 43 307.65 299.46-44 310.38 - - 45 316.17 - - 46 318.88-319.96 20.50 47 324.65 320.08-48 327.40 - - 49 332.18 - - 50 338.10-340.60 20.52 51 343.98 341.20-52 346.72 - -
176 Core orientation, OL-KR43 Appendix 8.18 Point Depth of Orientation Remarks! orientation mark Start End Length m m m m 53 352.55 - - 54 355.30 - - 55 361.12 - - 56 363.80 - - 57 368.24 - - 58 374.16-377.46 36.26 mark rejected, unreliable 59 380.10 377.46-60 386.10 - - 61 388.85 - - 62 394.68 - - 63 397.42 - - 64 402.77 - - 65 405.45 - - 66 411.45 - - 67 414.20 - - 68 420.05 - - 69 422.80 - - 70 428.68 - - 71 434.30 - - 72 437.05 - - 73 442.80 - - 74 445.58 - - 75 451.35 - - 76 454.10 - - 77 457.45 - - 78 460.16-463.67 86.21 79 466.09 463.67-80 467.90 - - 81 473.23 - - 82 476.08 - - 83 481.65 - - 84 484.50 - - 85 490.45 - - 86 493.14 - - 87 499.07 - - 88 501.85 - - 89 510.73 - - 90 513.57 - - 91 520.79 - - 92 526.54 - - no mark 93 529.25 - - 94 535.10 - - 95 537.84 - - 96 543.65-548.04 84.37 97 549.47 548.06-98 552.18 - - 99 557.34 - - 100 563.20 - - 101 565.90 - - 102 571.77-572.54 24.48 103 578.91 576.10 579.92 3.82 104 583.70 582.72-105 586.46-586.70 3.98 106 592.25 589.58 592.45 2.87
177 Core orientation, OL-KR43 Appendix 8.18 Point Depth of Orientation Remarks! orientation mark Start End Length m m m m 107 597.47 597.43-108 599.18-603.43 6.00 109 603.80 603.43-110 606.53 - - 111 612.35 - - 112 615.43-615.68 12.25 113 615.82 no mark 114 624.70 622.16 626.41 4.25 115 630.40 626.44 631.09 4.65 116 638.08 634.98 640.13 5.15 117 656.14 648.34-118 661.87 - - 119 664.66 - - 120 673.50 - - 121 679.26 - - 122 685.10 - - 123 692.22 - - 124 694.95 - - 125 700.45 - - 126 706.08 - - mark rejected, unreliable 127 708.85-710.75 62.41 mark rejected, unreliable 128 711.60 710.75 - mark rejected, unreliable 129 715.55-716.13 5.38 130 720.85 718.30-131 726.67 - - 132 732.51 - - 133 738.95 - - 134 747.52 - - mark rejected, unreliable 135 753.42 - - 136 759.37 - - 137 762.12 - - mark rejected, unreliable 138 766.71-767.31 49.01 139 770.25 770.25-140 776.00 - - 141 784.43-787.11 16.86 142 790.23 787.11-143 799.85 - - 144 808.28 - - 145 814.14 - - 146 819.93 - - 147 825.77 - - mark rejected, unreliable 148 831.80 - - 149 834.61 - - 150 840.47 - - 151 846.33 - - 152 852.16-855.22 68.11 153 859.92 855.75 - mark rejected, unreliable 154 862.93 - - 155 871.39 - - 156 875.81 - - 157 878.63-887.27 31.52 158 889.97 887.27-159 895.75 - - 160 901.57 - -
178 Core orientation, OL-KR43 Appendix 8.18 Point Depth of Orientation Remarks! orientation mark Start End Length m m m m 161 903.40 - - 162 909.10 - - 163 914.95 - - 164 923.31 - - 165 926.04 - - 166 934.45 - - no mark 167 937.94 - - no mark 168 940.72 - - 169 948.95 - - 170 951.60 - - 171 957.32-959.92 72.65 172 963.04 959.94-173 768.94 - - 174 974.31-977.72 17.78 175 980.13 977.77-176 982.88-984.96 7.19 177 990.55 987.48-178 996.30-1000.26 12.78
179 Core orientation, OL-KR43B Appendix 8.18 Point Depth of Orientation Remarks! orientation mark Start End Length m m m m 1 8.30 3.67-2 10.97 - - 3 16.74 - - 4 19.44-25.21 21.54 5 25.21 mark rejected, unreliable 6 27.93 25.21-7 34.94 - - 8 40.70 - - 9 43.43-45.01 19.80
180
Start End Rock (( (I I( )) )I I) 11 m m type pes pes pes pes pes pes pes 985.35 985.56 PGR 1 ---.. )( s A Width mm pes pes pes min max 1 2 20 2 20 Remarks Imbossib1e to calculate exactly amount of marks of incomplete discing. n 0 a 0.. (j ::r <JCl 0 I w - -00.G" "'T::::S (I) ::::s 0.. 00 -\0
182
183 Rock mechanical tests, point load test, OL-KR43 and OL-KR43B Appendix 8.20 Borehole z Is so <Jc 1 Foliation Degree of Description Rock Time from depth (m) angle 2 ( 0 ) foliation 3 of foliation 4 type 5 drilling 6 (m) MP a MP a a 7.23 6.8 8.3 165.9 60 60 1 IRR TGG 4 7.43 6.6 6.6 131.8 70 30 1 IRR TGG 4 34.58-16.9 5.4 108.0 75 90 1 BAN2 TGG 3 34.76-17.0 5.9 118.4 75 60 1 BAN2 TGG 3 60.71-39.5 6.3 125.6 90 30 2 GNE1 TGG 74 60.95-39.7 7.2 144.3 90 30 2 GNE1 TGG 74 89.74-64.7 7.6 151.9 75 25 2 BAN2 VGN 73 90.04-64.9 8.2 164.3 80 15 1 BAN2 PGR 73 129.07-98.7 9.3 186.5 90 2 GNE2 VGN 73 129.37-99.0 6.7 134.0 85 20 2 GNE2 VGN 73 152.75-119.2 4.4 88.8 80 25 2 BAN2 VGN 71 153.00-119.4 2.5 49.7 90 90 3 BAN2 VGN 71 179.02-142.0 5.7 113.6 60 70 3 BAN2 VGN 68 179.33-142.2 2.8 55.7 75 70 3 BAN2 VGN 68 211.28-169.9 6.9 138.6 85 75 2 BAN2 VGN 68 211.50-170.1 5.3 106.2 80 80 2 BAN2 VGN 68 243.15-197.5 7.8 155.5 0 MAS DGN 67 243.36-197.7 2.6 52.1 70 50 2 BAN1 DGN 67 269.04-219.9 8.7 174.3 80 1 BAN2 VGN 66 269.34-220.2 4.7 94.4 75 30 2 BAN2 VGN 66 298.13-245.1 4.7 95.0 90 2 GNE2 VGN 66 298.30-245.3 4.7 93.4 90 2 GNE2 VGN 66 331.25-273.8 5.8 116.2 0 MAS VGN 65 331.45-274.0 7.7 153.5 70 1 IRR VGN 65 358.20-297.2 4.2 84.6 0 MAS VGN 61 358.36-297.3 8.5 170.7 80 50 1 IRR VGN 61 386.97-322.1 6.9 138.4 85 10 1 BAN2 VGN 60 387.22-322.3 7.8 155.1 0 MAS VGN 60 417.83-348.8 9.2 184.9 70 1 IRR VGN 59 418.06-349.0 5.5 109.4 65 60 2 BAN2 VGN 59 459.02-384.5 6.6 132.8 75 0 2 BAN2 VGN 55 459.24-384.7 5.6 112.8 75 0 2 BAN2 VGN 55 480.69-403.2 11.4 228.4 50 10 2 BAN2 VGN 54 480.89-403.4 8.4 168.9 60 30 1 IRR VGN 54 509.77-428.4 7.8 156.7 0 MAS PGR 53 509.98-428.6 9.4 188.5 0 MAS PGR 53 539.96-454.6 9.2 184.3 0 MAS PGR 48 540.21-454.8 9.3 186.9 0 MAS PGR 48 572.10-482.4 8.0 159.1 80 70 3 BAN2 VGN 47 572.37-482.6 7.7 153.5 90 2 GNE2 VGN 47 600.85-507.3 6.4 128.4 70 70 3 GNE2 VGN 45 601.06-507.5 6.6 132.2 40 40 3 BAN2 VGN 45 630.68-533.1 8.9 177.5 80 20 2 GNE2 DGN 40 630.96-533.4 7.3 145.5 0 MAS DGN 40 660.12-558.6 5.9 117.2 0 MAS DGN 38 660.38-558.8 7.9 158.1 1 IRR DGN 38 692.30-586.5 5.6 111.4 70 45 2 BAN2 VGN 33 692.55-586.7 6.1 121.2 80 40 2 BAN2 VGN 33 721.27-611.6 5.9 117.0 1 IRR DGN 32 721.46-611.7 5.9 118.0 0 MAS DGN 32 755.24-641.0 3.9 78.1 0 MAS VGN 31 755.60-641.3 5.6 112.6 80 0 2 BAN2 VGN 31 786.86-668.4 5.8 116.0 0 MAS PGR 26 787.03-668.5 8.4 167.1 0 MAS PGR 26
184 Rock mechanical tests, point load test, OL-KR43 and OL-KR43B Appendix 8.20 Borehole z Is so <Jc 1 Foliation Degree of Description Rock ' depth (m) angle 2 ( 0 ) foliation 3 of foliation 4 type 5 (m) MP a MP a a p 809.55-688.0 5.1 102.0 90 75 2 BAN2 VGN 809.78-688.2 4.6 92.0 90 80 2 BAN2 VGN 840.57-714.9 5.5 109.6 1 IRR DGN 840.82-715.1 6.8 135.4 1 IRR DGN 877.11-746.5 5.3 106.6 80 65 2 BAN2 VGN 877.36-746.8 5.5 109.2 85 80 2 BAN2 VGN 900.26-766.6 5.4 107.4 80 70 2 IRR VGN 900.44-766.7 5.5 110.8 80 0 2 BAN2 VGN 920.36-784.0 7.1 141.5 0 MAS TGG 920.66-784.3 7.0 140.9 80 65 1 GNE1 TGG 952.10-811.5 6.1 121.6 90 2 BAN2 VGN 952.63-811.9 9.0 179.9 0 0 MAS VGN 981.54-837.0 6.9 138.8 80 60 1 BAN2 VGN 981.75-837.2 4.8 96.8 1 BAN2 VGN average 6.6 131.3 Time from drilling 6 25 25 25 25 19 19 18 18 16 16 19 19 18 18 ALL Notes for Table 1 1 Use coefficient factor of 20 2 Definition of a and p angles and measured in the tested, point-loaded sample 3 Foliation intensity in the tested, point-loaded sample. O=no foliation, I =weak, 2=medium, 3 =strong (based on the Finnish engineering geological rock classification) 4 Additional description of foliation in the tested, point-loaded sample like regular thh the sample, gular, two different foliations, etc. 5 Definition of rock type in the tested, point-loaded sample 6 Time in days between the core drilling and the point load test Z (m) calculated using borehole dip 70.0
185 Rock mechanical tests, bend test, OL-KR43 and OL-KR43B Appendix 8.20 Sample ID, E V Smax Rock average type depth, m GP a MP a 7.3 26.8 0.37 1.9 TGG 34.9 27.4 0.11 10.6 TGG 60.9 36.2 0.13 7.6 TGG 89.9 28.2 0.09 9.8 VGN 129.2 49.4 0.16 8.4 VGN 152.9 33.6 0.14 8.4 VGN 179.1 39.0 0.15 6.6 VGN 211.3 19.3 0.11 13.1 VGN 243.3 48.3 0.19 7.5 DGN 269.2 38.4 0.10 9.6 VGN 298.1 23.4 0.22 9.1 VGN 331.3 28.6 0.20 9.6 VGN 358.3 42.2 0.19 11.8 VGN 387.1 44.7 0.16 9.3 VGN 418.0 42.9 0.16 9.8 VGN 459.1 53.2 0.21 10.0 VGN 480.8 44.0 0.27 16.8 VGN 509.9 39.6 0.30 8.5 PGR 540.1 27.5 0.21 11.3 PGR 572.3 48.7 0.17 12.9 VGN 601.0 49.2 0.23 13.8 VGN 630.8 47.9 0.26 9.8 DGN 660.2 48.2 0.16 8.2 DGN 692.5 45.0 0.08 9.2 VGN 721.3 36.0 0.16 6.5 DGN 755.4 38.4 0.37 2.8 VGN 786.9 31.9 0.31 3.1 PGR 809.7 22.6 0.17 6.5 VGN 840.7 17.9 0.09 7.2 DGN 877.2 48.2 0.22 5.6 VGN 900.3 57.4 0.11 8.5 VGN 920.5 38.3 0.17 7.0 TGG 952.0 27.0 0.08 8.4 VGN 981.7 23.8 0.33 5.4 VGN average 37.4 0.19 8.7 ALL
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