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As Of Filer Filing For·On·As Docs:Size Issuer Agent 10/16/06 Lundin Mining Corp 40FR12B 97:20M Newsfile Cor… Toronto/FA |
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Lundin Mining Corporation - Exhibit 99.23 - Prepared By TNT Filings Inc. |
Adam Wheeler
NORTH ATLANTIC NATURAL RESOURCES AB
TECHNICAL REPORT ON THE
STORLIDEN MINE,
SWEDEN
FEBRUARY, 2005
Adam Wheeler, C Eng, Eur Ing
Consulting Mining Engineer
March 4th, 2005
Adam Wheeler
Page | |||||
1. SUMMARY | 1 | ||||
2. INTRODUCTION | 4 | ||||
2.1 INTRODUCTION | 4 | ||||
2.2 TERMS OF REFERENCE | 4 | ||||
2.3 SOURCES OF INFORMATION | 4 | ||||
2.4 UNITS AND CURRENCY | 5 | ||||
2.4 DISCLAIMER | 5 | ||||
3. PROPERTY DESCRIPTION AND LOCATION | 6 | ||||
4. ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, | |||||
INFRASTRUCTURE, PHYSIOGRAPHY | 7 | ||||
5. HISTORY | 11 | ||||
6. GEOLOGICAL SETTING | 11 | ||||
6.1 REGIONAL GEOLOGY | 11 | ||||
6.2 LOCAL GEOLOGY | 13 | ||||
7. DEPOSIT TYPES | 20 | ||||
8. MINERALIZATION | 21 | ||||
9. EXPLORATION | 21 | ||||
10. DRILLING | 22 | ||||
11. SAMPLING METHOD AND APPROACH | 23 | ||||
12. SAMPLE PREPARATION, ANALYSES AND SECURITY | 23 | ||||
13. DATA VERIFICATION | 24 | ||||
13.1 STANDARDS, BLANKS AND DUPLICATES | 24 | ||||
13.2 ANALYSES BY INDEPENDENT LABORATORIES | 24 | ||||
13.3 INDEPENDENT REVIEW | 26 | ||||
13.4 CONCLUSION WITH RESPECT TO VERIFICATION | DATA | ||||
26 | |||||
14. ADJACENT PROPERTIES | 26 | ||||
15. MINERAL PROCESSING AND METALLURGICAL TESTING | 27 |
i
Adam Wheeler
16. MINERAL RESOURCE AND MINERAL RESERVE ESTIMATES | 29 | |
16.1 GENERAL | 29 | |
16.2 RESOURCE MODELLING METHOD | 30 | |
16.3 RESOURCE INTERPRETATION | 30 | |
16.4 GEOSTATISTICAL ANALYSIS | 32 | |
16.5 GEOLOGICAL MODELLING | 35 | |
16.6 GRADE INTERPOLATION | 36 | |
16.7 HARDNESS | 37 | |
16.8 NSR CALCULATION | 38 | |
16.9 MINING METHODS | 40 | |
16.10 STOPE DESIGN AND EVALUATION | 41 | |
17. OTHER RELEVANT DATA AND INFORMATION | 46 | |
17.1 BACKGROUND | 46 | |
17.2 ENVIRONMENTAL STUDIES | 50 | |
18. INTERPRETATION AND CONCLUSIONS | 51 | |
19. REFERENCES | 52 | |
20. DATE AND SIGNATURE PAGE | 53 | |
CERTIFICATES | 54 |
ii
Adam Wheeler
List Of Tables
Page | |
Table 10-1 Summary of Storliden Diamond Drilling | 22 |
Table 13-1 Results of Repeat and Check Assaying, 1998 and 2001 | 24 |
Table 16-1 Storliden Mine – Proven and Probable Mineral Reserves | 29 |
Table 16-2 Storliden Mine – Measured and Indicated Mineral Resources | 29 |
Table 16-3 Storliden Mine – Inferred Mineral Resources | 29 |
Table 16-4 Statistical Summary of Selected Samples | 33 |
Table 16-5 Outlier Capping | 34 |
Table 16-6 Model Prototype | 35 |
Table 16-7 Rock Densities | 35 |
Table 16-8 Interpolation Parameters | 37 |
Table 16-9 Hardness Modelling Parameters | 37 |
Table 16-10 Derivation of NSR Factors | 39 |
Table 16-11 Mining Factors | 43 |
Table 16-12 Storliden 2005 Mineral Reserves, at December 31, 2004 | 44 |
Table 16-13 Stope Evaluation Summary | 45 |
Table 16-14 Storliden 2005 Mineral Resources, at December 31, 2004 | 46 |
Table 18-1 2004 Reconciliation Results | 51 |
Table 18-2 Production Summary | 51 |
List of Figures |
|
Page | |
Figure 3-1 Storliden Mine – Site Map and Local Infrastructure | 7 |
Figure 4-1 Location Map (after Strathcona) | 9 |
Figure 4-2 Malå – Storliden Area (after Strathcona) | 10 |
Figure 6-1 Storliden Mine – Regional Geology (after Strathcona) | 14 |
Figure 6-2 Storliden Ore Body – Plan View (after Strathcona) | 15 |
Figure 6-3 Storliden Cross Section 20100 Y – Looking Grid West | 17 |
Figure 6-4 Storliden Cross Section 20200 Y – Looking Grid West | 18 |
Figure 6-5 Storliden Cross Section 20250 Y – Looking Grid West | 19 |
Figure 13-1 Selected Comparisons of Check Assaying Results, 1998 and 2001 | 25 |
Figure 15-1 Storliden Flowsheet (after Strathcona) | 28 |
Figure 17-1 Storliden Orebody Mine Development Plan | 47 |
Figure 17-2 Stoped Material – 2004 and Previously | 48 |
Figure 17-3 Remaining Ore | 49 |
iii
Adam Wheeler
1.
Adam Wheeler was retained by North Atlantic Natural Resources AB (NAN) to provide an independent technical report on the mineral resources and reserves at the Storliden mine. These mineral resources and reserves were estimated by Adam Wheeler as of December 31, 2004. The Storliden mine was visited several times by Adam Wheeler during 2004.
Adam Wheeler completed an initial resource and reserve estimation study during January and February, 2004. One of the principal results of this work was a computerized geological block model. Most of this work was completed at the NAN offices in Mala, with assistance from both NAN and Boliden technical personnel. For the development of the corresponding life-of-mine planning study, used in the calculation of reserves, Adam Wheeler was also assisted by Dr. R. Dowdell (C.Eng), an independent mining consultant. Recent survey data from the Boliden operators, pertaining to 31st December, 2004, was then used by Adam Wheeler for the current resource and reserve evaluation. A reconciliation exercise was also completed for the material mined during 2004.
The Storliden mine is located in northern Sweden, commenced production in April, 2002 and remains in operation today. Storliden is owned by NAN. NAN's shares are listed on the Stockholm Stock Exchange. On Dec 31st, 2004, the Lundin Mining Corporation acquired Boliden's interest in NAN, and subsequently Lundin has made the same offer to all outstanding shareholders. Boliden has remained the mine operator, and is also providing milling services for the Storliden ore at its concentrator located near the town of Boliden, some 90 kilometres from Storliden.
The Storliden deposit was discovered by NAN in 1997 during follow-up of a regional airborne geophysical survey. Several phases of drilling, including a substantial in-fill program, had outlined and defined the deposit through the year 2000. At that time Micon completed a pre-feasibility study and a production decision was made. Further in-fill and definition drilling was conducted in 2001 while initial mine development commenced.
Despite its extreme northern location the Storliden area is blessed with a relatively mild climate, due to the Gulf Stream, and good regional infrastructure. The deposit can be accessed by paved secondary highway, with only the last one kilometre being a newly-built gravel road. The deposit is relatively shallow, lying approximately 200m below surface at the deepest part.
Storliden is located in the Skellefte greenstone belt in northern Sweden that has produced a number of important mineral deposits and has an uninterrupted mining history dating back to the 1920s. While the mineral deposits of the Proterozoic greenstone belt are intimately related to early, dominantly felsic extrusive rocks that form a number of independent volcanic centres throughout the belt, they were generally formed by subsea-floor replacement into porous mass flow volcaniclastics, rather than by exhalation onto
1
Adam Wheeler the sea floor at the time. As a result, they are generally
underlain, and often surrounded by, alteration haloes that tend to be larger
than their counterparts in the Canadian Shield. The Storliden deposit is a good example of
this mode of formation, being mantled by a large and complex alteration package
that cross-cuts the surrounding, essentially flat lying volcaniclastic sediments
which subcrop just below the glacial overburden and epiclastic sediments. The
deposit itself has a strike length of nearly 400 metres, reaches a width of 100
metres and attains a thickness of up to 40 metres. The mineralization of economic interest
consists of generally coarse grained sulphides. The dominant sulphide minerals
are pyrrhotite, sphalerite, and chalcopyrite, with rare arsenopyrite, pyrite,
galena and cubanite. Most of the economic mineralization at Storliden is in the
form of massive sulphides that carry around 25% calcite. Disseminated sulphides
occur in some of the alteration facies in direct contact with the massive
sulphides, particularly in a silicified zone enveloping the massive sulphides,
and in amphibole-altered footwall rocks. The mineral assemblages in the
unaltered host rocks as in the alteration products have adjusted to the
metamorphic conditions of the lower amphibolite facies. The Storliden mineralization is continuous along its
northwesterly strike but has been subdivided into four parts with differing
geometric attributes. The upper and lower West Zone overlap locally, with the
economic mineralization generally from five to ten metres thick, up to 200
metres long and dipping at 10° to 20° to the southwest. The Central Zone
is the compact heart of the deposit with a thickness of up to 40 metres. Only
the northern parts of the massive sulphides of the Central Zone carry on into
the East Zone. For the three years of production from 2002,
Storliden has produced a total of 752,000 tonnes of ore, with an average grade
of 10.1%Zn and 3.6%Cu. This has enabled the production of 128,500 tonnes of zinc
concentrate and 86,500 tonnes of copper concentrate. A small amount of gold and
silver has also been produced (amounting to 5% of sales revenue), grading 0.6g/tAu
and 34g/tAg. Adam Wheeler estimated the Mineral Resources
and Mineral Reserves for Storliden from a database of diamond drillhole
information collected by NAN, with input from Boliden and NAN geologists. The
deposit has been defined by 583 drill holes. The mineral resource estimate
employed a block model created in the Datamine software package. Grade
interpolation was performed using the Inverse Power of Distance Squared (ID2)
method for the following metals: copper, zinc, gold, silver. The evaluation was carried out and prepared in compliance with
the standards of National Instrument 43-101 ("NI43-101"), as well as according
to the guidelines of the Council of the Canadian Institute of Mining, Metallurgy
and Petroleum ("the CIM Standards"). Previous estimations have classified the
Mineral Resources using the Australian JORC Code. The resources and reserves
have now been reclassified using CIM standards as required by NI 43-101. The
overall Mineral Reserve estimates are shown overleaf. 2
Storliden Mine – Proven and Probable Mineral Reserves
At 31st December, 2004.
|
Tonnes |
Zn |
Cu |
Au |
Ag |
NSR |
|
t x 1000 |
% |
% |
g/t |
g/t |
SEK/t |
Proven |
726 |
10.3 |
3.6 |
0.3 |
25.0 |
929 |
Probable |
119 |
8.0 |
3.2 |
0.3 |
24.3 |
781 |
Total |
844 |
10.0 |
3.6 |
0.3 |
24.9 |
908 |
N.B. In converting Mineral Resource to Mineral Reserves, an effective 400 Swedish kronor cut-off was applied in the development of the life-of-mine plan. Within the planned stoping outlines, additional mining recovery and unplanned dilution factors were applied, with factors varying according to the mining method. The NSR values have been calculated using metal prices of 50c/lb Zn, 113c/lb Cu, $350/oz Au and $5/oz Ag.
Mineral resources are reported in addition to Mineral Reserves. No mining factors, such as dilution or mining recovery, have been applied to the resource figures reported below. Only those resources above a block cut-of of SEK150/t have been evaluated.
Storliden Mine – Measured and Indicated Mineral Resources
At 31st December, 2004.
|
Tonnes |
Zn |
Cu |
Au |
Ag |
|
t x 1000 |
% |
% |
g/t |
g/t |
Measured |
250 |
3.0 |
2.3 |
0.4 |
30.9 |
Indicated |
110 |
3.0 |
2.2 |
0.5 |
32.6 |
Total |
360 |
3.0 |
2.2 |
0.4 |
31.4 |
Storliden Mine – Inferred Mineral Resources
At 31st December, 2004.
|
Tonnes |
Zn |
Cu |
Au |
Ag |
|
t x 1000 |
% |
% |
g/t |
g/t |
Inferred |
25 |
2.0 |
2.3 |
0.6 |
44.2 |
N.B. Mineral Resources evaluated using a block cut-off of 150SEK/t. These resources are additional and external to the Mineral Reserves.
These resources are comprised either of marginal material that was left out of the current stope design as being uneconomic; or material which is currently inaccessible, generally because it is below the lowest bottom-most cut-and-fill lifts, which have already been mined out.
Adam Wheeler acknowledges the cooperation and assistance of the NAN and Boliden employees working at the Storliden mine or the NAN field office in Malå. Additionally Adam Wheeler is grateful to acknowledge the assistance of Micon International Limited and its permission given to extract extensively from the descriptive sections in its previous Technical Reports on Storliden.
3
Adam Wheeler 2.
2.1 INTRODUCTION
The Storliden mine is owned by NAN and its shares are listed on the Stockholm Stock Exchange. The principal shareholder in the company is the Lundin Mining Corporation, holding 74 per cent. The balance is held by the public.
The Storliden mine is located in northern Sweden. It commenced production in April, 2002 and remains in operation.
2.2 TERMS OF REFERENCE
Adam Wheeler was retained by North Atlantic Natural Resources AB (NAN) to provide an independent technical report on the mineral resources and reserves at the Storliden mine, as of December 31, 2004.
This technical report has been prepared for filing pursuant to National Instrument 43-101 and provides information with respect to the exploration activities, mine development, resource estimations, technical studies and economic analyses which have been undertaken by NAN and its consultants on the Storliden mine.
The Qualified Person responsible for the preparation of this report is Adam Wheeler, C. Eng, Eur. Ing, an independent mining consultant. Adam Wheeler completed the majority of the initial geological modelling and reserve evaluation during the first half of 2004. The updated resource and reserve estimation work was completed during February 2005. The work has been completed with assistance from both NAN and Boliden technical personnel. This work also involved numerous visits to the mine itself. For the development of the life-of-mine planning study, used in the calculation of reserves, Adam Wheeler was also assisted by Dr. R. Dowdell (C.Eng), an independent mining consultant.
2.3 SOURCES OF INFORMATION
In conducting this study, Adam Wheeler relied on reports and information prepared by NAN and Boliden AB. Numerous visits were made to the site during 2004, along with inspections of the underground workings.
The information on which this report is based includes:
Descriptions of the regional and local geological setting.
Drilling, sampling and assay data from diamond drill holes located on the property, together with details of data verification procedures.
4
Adam Wheeler Longitudinal and cross-sectional
representations of the identified deposit and the geological block model.
Reports prepared by NAN/Boliden and
their consultants reviewing the sampling and assaying protocols, and geological
interpretations developed. Previous reports prepared by Micon
International Limited (Micon); the most recent covering the resource and reserve
evaluations as of December 31st, 2002. A report prepared by
Strathcona Mineral Services Limited entitled, Technical Report on Storliden
Copper-Zinc Mine, Skellefte District, Northern Sweden, dated November, 2002.
Adam Wheeler is pleased to acknowledge the
helpful cooperation of the management of NAN and of Boliden, all of whom made
any and all data requested available and responded openly and helpfully to
questions and requests for material. Adam Wheeler acknowledges, also, the kind
permission of Micon for the use of and quotations from its report of March,
2003. 2.4 UNITS AND CURRENCY Metric units are used throughout this report unless noted
otherwise. Currency is primarily United States dollars ("US$") and Swedish
kronor or crowns ("SEK"). In February 2005, the currency exchange rate was
approximately 7.0 SEK per US$. The average exchange rate for 2004 was 7.35 SEK
per US$. 2.4 DISCLAIMER Adam Wheeler has reviewed and analyzed data
provided by NAN and its consultants and by Boliden, the operator of the
Storliden mine, and has drawn his own conclusions therefrom. Adam Wheeler has
not performed any independent exploration work, drilled any holes or carried out
any sampling and assaying. Adam Wheeler performed an estimate of the resources
and reserves at the Storliden mine, as of December 31, 2004. Adam Wheeler has
also drawn upon previous evaluation reports prepared by Micon (2003), as well on
a report prepared for South Atlantic by Strathcona Mineral Services Limited (Strathcona),
entitled Technical Report on Storliden Copper-Zinc Mine, Skellefte District,
Northern Sweden, dated November, 2002 (Thalenhorst, 2002). In August, 2004, South Atlantic Ventures Ltd. changed its name
to the Lundin Mining Corporation. While exercising all reasonable diligence in
checking, confirmation, Adam Wheeler has relied upon the data presented by NAN
and Boliden, previous reports on the property by Micon and the report by
Strathcona, noted above, in formulating his opinions. 5
Adam Wheeler Title to the mineral lands for the Storliden
mining operation has not been investigated or confirmed by Adam Wheeler and Adam
Wheeler offers no opinion as to the validity of the mineral title claimed. A
description of the property, and ownership thereof is provided for general
information purposes only. 3.
The Storliden zinc-copper mine is owned by NAN, a Swedish company with shares traded on the Stockholm Stock Exchange. A net smelter royalty of 1.5 per cent on approximately one-third of the mine is held by the French company, Cogema, in respect of its prior ownership of one of the two exploration permits that covered the Storliden property. Payment of the royalty applies when mining takes place in the relevant part of the orebody.
Boliden provided a credit facility for the initial development of the Storliden mine and is the principal contractor and operator.
The Storliden underground mine commenced operations in April, 2002, with a design production rate of 300,000 tonnes per year. Ore is processed at Boliden's Boliden Area Operations (BAO) mill, located approximately 90 kilometres from the mine.
The Storliden deposit is covered by mining license K Nr. 1 (81 hectares) that was promulgated by the Swedish authorities on March 1, 2000. The licence straddles the boundary of two exploration permits, Rävaberget No. 5 in the north, and Storselet No. 1 in the south, part of the larger exploration areas controlled by NAN in the area and as shown in Figure 3-1. The Storselet 1 claim was acquired by NAN from Cogema of France, which had made a decision to withdraw from mineral exploration in Scandinavia but which retains a small royalty interest in production from Storliden. In addition, NAN has purchased the surface rights to an area partly overlapping the mining license to accommodate the necessary surface installations. (Thalenhorst, 2002).
6
Adam Wheeler
Figure 3-1 Storliden Mine – Site Map and Local Infrastructure
(after Strathcona)
The mining licence expires in 2025.
Mining operations in the Skellefte district date from 1926 with the opening of the original Boliden gold mine which remained in operation until 1967. Currently in operation, in addition to the Storliden mine, are the Kristineberg, Maurliden, Petiknäs and Renström mines of Boliden. The open pit Maurliden mine was brought into production in 2000.
4. ACCESSIBILITY, CLIMATE, LOCAL RESOURCES, INFRASTRUCTURE, PHYSIOGRAPHY
The accessibility, climate, local resources, infrastructure and physiography descriptions in this report are taken from Thalenhorst, 2002, with the permission of the Lundin Mining Corporation (formerly "South Atlantic") and Strathcona.
The Storliden deposit is located in northern Sweden (Figure 4-1) near the town of Malå in Västerbotten County in Swedish Lappland at 65 11' N and 18 45' E. Malå is located 100 kilometres inland from Skellefteå, the nearest larger population centre, and some 80 kilometres from Lycksele, and is also the northern base of the Geological Survey of Sweden (Sveriges Geologiska Undersökning - SGU). Both Skellefteå and Lycksele are served by daily flights from Stockholm, and a well-maintained road and rail system connects them to the rest of Sweden and to Norway. The deposit itself is accessible to
7
Adam Wheeler within one kilometre by paved road, thence by gravel road
constructed for this purpose (Figure 4-2). The local topography is rolling, with a strong
glacial influence that has imparted a southeasterly grain that is apparent in
the shape of the lakes and hills. The hill Storliden (liden being the Swedish
word for a rounded hill) that gave the deposit its name reaches an elevation of
507 metres, some two hundred metres above the level of the surrounding lakes.
The principal land use in the area is forestry, and the Lapplanders or Samis
engage in reindeer herding and grazing. Given its northern location, the climate is
surprisingly mild compared to similar latitudes elsewhere, thanks to the
influence of the Gulf Stream. For short periods of time, winter temperatures may
drop to as low as -30 C, but the median January temperature is closer to -15 C.
The snow cover, which reaches on average from 50 to 75 centimetres, extends from
mid-November to mid-April, and spring arrives and passes quickly. Summer
temperatures are pleasant, with the mean July temperature around +15 C. The
precipitation is modest, as the area is located in the lee of the Caledonian
mountains to the west. Summer days are long, and in turn winter days are short.
Exploration activities can be carried out year-round with the exception of
break-up in late April or early May. 8
Adam Wheeler Figure 4-1 Location Map (after Strathcona)
9
Adam Wheeler
Figure 4-2 Malå – Storliden Area (after Strathcona)
10
Adam Wheeler 5.
The history descriptions in this report are taken from Thalenhorst, 2002, with the permission of South Atlantic and Strathcona.
NAN acquired a substantial land package in the Skellefte district to which Boliden contributed some of their own claims in 1997. Most of this claim package was covered by an airborne geophysical survey conducted by Geoterrex (electromagnetics - EM, magnetics) in late 1997. What became the Storliden discovery was one of several high-priority electromagnetic anomalies. Initial follow-up by horizontal loop EM gave an anomaly that did not fully reflect the airborne response. Three scout holes encountered sufficient alteration and low-grade mineralization to prompt a second round of ground EM, this time with a deeper-searching transient EM (TEM) system that indicated conductive material at greater depth. Drilling resumed, and drill hole No. 11 discovered the Storliden deposit, returning 31.5 metres of low-grade mineralization with average grades of 0.2% Cu, 1.9% Zn and 14 g/t Ag, with individual assays reaching 6% Zn.
A new exploration grid was established with azimuth 315 , with the northeasterly trending cross lines numbered 19000 E to 22000 E, and the northwesterly trending lines numbered 19000 N to 21000 N.
Surface drilling continued in several phases through the year 2000, at which time a decision was made to develop the deposit for production, based on a pre-feasibility study undertaken by Micon International from their office in Norwich, United Kingdom. A ramp, the principal mine access, was collared in May 2001, and a substantial program of surface in-fill drilling was conducted in 2001, concurrent with the ramp development. Also in 2001, a number of changes were implemented at the existing Boliden mill to accommodate the high-grade Storliden ore. The first ore was intersected underground in late March 2002, and production from the West Zone started shortly thereafter.
Production data to date has been summarised in Table 18-2.
6. GEOLOGICAL SETTING
The regional and local geological descriptions in this report are taken from Thalenhorst, 2002, with the permission of South Atlantic and Strathcona.
6.1 REGIONAL GEOLOGY
The Storliden deposit is located near the northwestern end of the Skellefte mining district that covers an area 120 kilometres long by 30 kilometres wide, extending from the Baltic coast to west of the town of Malå. More than 85 massive sulphide deposits are known from this belt, of which 52 have a known tonnage of more than 0.1 million tonnes each and collectively contained 161 million tonnes before mining with average grades of 0.7% Cu, 3.0% Zn, 47 g/t Ag, 1.9 g/t Au, 0.4% Pb and 0.8% As, often with significant amounts
11
Adam Wheeler of Sb and Hg (Allen et al., 1996). As was the
case at Noranda in Canada, one deposit spawned a major mining company. The
Boliden deposit, mined from 1925 to 1967, produced 8.4 million tonnes averaging
15.5 g/t gold, 50 g/t Ag, 1.4% Cu, 0.9% Zn, 6.8% As and 0.3% Pb (Weihed et al.,
1996) and provided the underpinnings for the company of the same name. In
addition to Storliden, there are currently four Boliden AB mines in operation in
the area, three underground (Kristineberg, Petiknäs and Renström), one by open
pit (Maurliden). The oldest known rocks in the Skellefte
greenstone belt are the 1.88 Ga volcanics of the Skellefte Group, a suite of
basaltic to rhyolitic but dominantly felsic extrusive rocks with intercalated,
generally fine-grained sediments that Allen et al. (1996) have subdivided into a
number of domains, each
Detailed analysis of the facies of the volcanic host rocks to the sulphide deposits in the district indicate that many of them were emplaced by subsea-floor replacement into porous mass flow volcaniclastics, rather than by exhalation onto the sea floor at the time. As a result, they are generally underlain, and often surrounded by, alteration haloes that tend to be larger than their counterparts in the Canadian Shield. A detailed study of the Boliden deposit shows that an early, non-conformable deposit of massive pyrite and arsenopyrite was overprinted by a Alate gold-quartz-copper-rich system@ (Weihed et al., 1996 page 1094). Thus, these deposits may have genetic affinities to the sub-volcanic replacement deposits in the South American Andes such as Cerro de Pasco. However, both host rocks and sulphide deposits in the Skellefte belt were folded and metamorphosed starting at around 1.85 Ga (Billström & Weihed, 1996).
The entire area is covered by a persistent veil of glacial deposits, mainly glacial till, that ranges from a few metres to more than 50 metres thick and covers not only the low-lying areas but most of the hills as well. As a consequence, outcrop is very scarce, and outside of the mining areas, the regional geology is incompletely known. On a local scale, the
12
Adam Wheeler accuracy of the bedrock geology is thus subject to change as
it was at Storliden area which the regional maps showed to be occupied by a
granitic intrusion. 6.2 LOCAL GEOLOGY The geology of the Storliden area is depicted
in Figure 6-1 which shows the deposit to be hosted by a northwest-southeast
striking unit of volcaniclastic debris flows, flanked by felsic and intermediate
volcanics to the southwest and northeast, respectively. Further to the southeast
is a thick package of sediments with graphitic intercalations. The Storliden deposit, as shown together with
the drill hole coverage in Figure 6-2, has a strike length of nearly 400 metres,
reaches a width of 100 metres and attains a thickness of up to 40 metres. Three
geologic sections from Boliden, 2002 are reproduced in Figure 6-3, Figure 6-4
and Figure 6-5. The deposit is hosted by essentially flat lying volcaniclastic
sediments which subcrop just below the glacial overburden (medium green in the
sections), and epiclastic sediments below, shown in the medium blue colour. A
poorly sorted, coarse volcaniclastic sediment is intercalated in the northern
part of the sections (medium grey). Sedimentary younging directions are up, the
clastic beds are generally well-sorted and exhibit sharp basal contacts. The mineralization and its attendant
alteration halo cross cut the stratigraphy with an overall 45 southwesterly dip,
with the alteration package breaching the subsurface on most sections. A
persistent younger, sill-like felsic quartz porphyritic intrusive body is
intruded near-surface on the hanging wall of the mineralized package, and a
similar body of quartz-feldspar porphyry is apparent in the western part of the
deposit at depth on the footwall (orange-brown). A swarm of thin, mafic dikes
intrudes the volcaniclastic package near surface (black). The alteration package increases in strength
from the outside in and from west to east, becoming strongest in the eastern
part of the deposit. Weak sericite alteration (pale yellow) is followed by
biotite-spotted (dark brown) which gives way to cordierite-spotted (orange)
alteration. The sulphide mineralization is immediately surrounded by a zone of
13
Figure 6-1 Storliden Mine – Regional Geology (after Strathcona)
14
Adam Wheeler Figure 6-2 Storliden Ore Body – Plan View (after Strathcona)
15
Adam Wheeler Legend for Figures 6.3, 6.4 and 6.5 (after Strathcona)
16
Figure 6-3 Storliden Cross Section 20100 Y – Looking Grid West
(after Strathcona)
17
Figure 6-4 Storliden Cross Section 20200 Y – Looking Grid West
(after Strathcona)
18
Adam Wheeler Figure 6-5 Storliden Cross Section 20250 Y – Looking Grid West
19 Adam Wheeler silicification (dark yellow). Local
occurrences of skarn, chlorite-amphibole, magnetite-calcite and amphibole-spinel
alteration assemblages complete the picture of a complex, intense and
well-developed alteration package that, in general, is thicker above than below
the sulphide mineralization and has largely resulted in the complete
obliteration of the character of the original rocks affected. The geologic picture described above has been
put together painstakingly by the NAN geologists, involving repeated re-logging
of many drill holes by a number of individual staff. The account is coherent and
tells a convincing story of a replacement deposit that may have encountered some
limey volcaniclastics or sediments, and that was obviously formed below the sea
floor at the time. The mineral assemblages in the unaltered host rocks as in the
alteration products have adjusted to the metamorphic conditions of the lower
amphibolite facies. The Storliden deposit is continuous from
northwest to southeast, but has been subdivided into four major parts, as
indicated in Figure 6-2. The West Zone has an upper and a lower part that
overlap locally (Figure 6-3). The economic mineralization is generally from five
to ten metres thick and dips at 10 to 20 to the southwest. The West Zone
stretches from section 19950 E to section 20150 E, a distance of 200 metres. The
Central Zone is shown in Figure 6-4 in its central part, and in Figure 6-5 just
before the border with the East Zone. The Central Zone is obviously the heart of
the deposit with a thickness of up to 40 metres. Toward the east, the massive
sulphides of the Central Zone are successively replaced by the strong
silicification. In the East Zone, only the northern part of the massive sulphide
lens is present, and the sulphides with mineable grade disappear beyond section
20325 E. 7.
(after Strathcona)
The deposit type descriptions in this report are taken from Thalenhorst, 2002, with the permission of South Atlantic and Strathcona.
The Storliden deposit is made up of massive and disseminated sulphide mineralization that is hosted within a sequence of submarine volcaniclastic sediments. Mineralization is considered to have occurred through replacement of the volcaniclastic sequence, rather than as submarine mineralized volcanic exhalation. The rocks of the Skellefte district have been metamorphosed to amphibolite facies and folded.
The mineralization of economic interest is generally coarse grained (sphalerite grains reach a size of up to several centimetres) disseminated and massive sulphides. The dominant sulphide minerals are pyrrhotite, sphalerite, and chalcopyrite, with arsenopyrite and pyrite being rare, and galena and cubanite occurring in minor amounts. A younger phase of mineralization, mostly found along the northern limit of the deposit but volumetrically unimportant, carries a Co-As-Ni-Ag series of minerals with local high silver values.
20
Adam Wheeler
Most of the economic mineralization at Storliden is contained in the massive sulphides that carry around 25% calcite. Disseminated sulphides occur in some of the alteration facies in direct contact with the massive sulphides, particularly in the silicified zone enveloping the massive sulphides, and in the amphibole-altered footwall zone.
The Storliden deposit has a strike length of nearly 400 metres, reaches a width of 100 metres and attains a thickness of up to 40 metres. It is hosted by essentially flat lying volcaniclastic sediments which subcrop just below the glacial overburden, and epiclastic sediments. The clastic beds are generally well-sorted and exhibit sharp basal contacts.
8. MINERALIZATION
The mineralization descriptions in this report are taken in part from Thalenhorst, 2002, with the permission of South Atlantic and Strathcona.
Two principal styles of mineralization occur at Storliden. A zone of high grade massive sulphide mineralization forms an irregularly-shaped core, known as the Central Zone, and is accompanied by peripheral massive or disseminated mineralization in the West and East Zones.
The Central Zone has dimensions approximately 100 metres long, by 65 metres wide, and 30 metres high. Peripheral mineralization extends into the West Zone which is approximately 200 metres long and comprises a number of rich massive sulphide lenses. The East Zone is approximately 100 metres long. The peripheral mineralization is fracture-controlled and disseminated to semi-massive sulphide. Contacts between mineralization and wall rocks are sharp.
The sulphide minerals are principally sphalerite, chalcopyrite and pyrrhotite. Galena and arsenopyrite are minor constituents. Massive sulphide zones and lenses are coarse- to very coarse-grained while finer grained material is found in the disseminated and peripheral stringer zones. Sulphide mineral textures, together with the sharp contacts between mineralized and unmineralized rock, indicate that mineralization was a post-depositional metasomatic event.
9. EXPLORATION
The exploration descriptions in this report are taken from Thalenhorst, 2002, with the permission of South Atlantic and Strathcona.
The Storliden deposit was identified initially as one of several electromagnetic anomalies outlined in late-1997 through an airborne geophysical survey carried out by NAN. Horizontal loop electromagnetics (EM) indicated follow up with three scout holes which encountered alteration and low-grade mineralization. A second round of ground EM with a deeper-searching transient EM system indicated conductive material at greater depth. Drilling then resulted in the discovery of the Storliden deposit when hole STOB98-11
21
Adam Wheeler
returned 31.5 metres of low grade mineralization with average grades of 0.2% copper, 1.9% zinc and 14 grams per tonne silver. Individual assays reached 6% zinc.
Surface drilling continued through 2000, as discussed below. A pre-feasibility study prepared by Micon and completed in April, 2000, permitted the decision to develop the deposit for production.
A substantial program of surface in-fill drilling was completed during 2001, concurrent with development of the mine access ramp.
10. DRILLING
The drilling descriptions in this report are taken in part from Thalenhorst, 2002, with the permission of South Atlantic and Strathcona.
The Storliden database as of the end of 2003 consisted of drill holes which were drilled both from surface and from underground accesses. As of December 31, 2003, a total of 568 drill holes, including a small number of initial exploration drill holes, have been completed.
The Storliden deposit has been extensively drilled from both surface and underground. Drilling in the deposit area is summarised in Table 11.1 below.
Table 10-1 Summary of Storliden Diamond Drilling
Program |
No. of Holes |
Total (m) |
Surface |
203 |
31,530 |
Underground |
365 |
9,313 |
Total |
568 |
40,843 |
All drill hole collars have been surveyed, and the drillhole deviations have been monitored using a proprietary Boliden system known as BHMK which uses the earth's magnetic field to determine the azimuth of the drill holes, and a system of three axial accelerometers to determine the change in the dip of the holes. Individual readings were taken at three-metre intervals down the hole, allowing for spurious readings caused by magnetic interference to be identified and removed from consideration. Diamond drilling was done using standard-rigged drilling equipment for the 1998 through 2000 time period, after which the wireline method of diamond drilling was adopted. As well, all holes drilled in 2001 were drilled using an hexagonal core barrel in order to minimize the drill hole deviations.
The deposit has been outlined by both surface and underground based diamond drill holes that have been completed on a nominal spacing of 12.5 metres on-centre. All exploration drill core from1998 has been geologically logged at NAN's Malå field office.
22
Adam Wheeler
11. SAMPLING METHOD AND APPROACH
Drill core is marked for sampling by the geologist according to the rock types, alteration assemblages, and mineralization observed in the core during logging. Sample lengths averaged between 1.0 and 1.5 metres.
All mineralized samples of exploration drill core from 1998, selected for sampling, were sawn in half at the Malå field office, with the remaining half-core retained for reference. Approximately 80% of this core is stored in wooden core boxes inside a heated warehouse adjacent and connected to NAN's field office. The remaining core has been given to the GSU's Malå office and core library. It is reported to be available for review there.
12. SAMPLE PREPARATION, ANALYSES AND SECURITY
The sawn core samples from the 1998 and 1999 drilling campaigns were transported to the preparation laboratory where they were crushed and pulverized. Approximately 200
to 300 grams of each sample were then sent for assay at the facilities of Cone Geochemical Inc. (Cone), located in Lakewood, Colorado. Assaying was done by standard atomic absorption spectroscopy (AAS) for copper, zinc, lead and silver following digestion in a solution of aqua regia. Gold analyses were accomplished by standard fire assay using a 30-gram (1 assay ton) sub-sample. Arsenic values were determined by AAS following a perchloric/nitric acid digestion. Bismuth values were determined using a KClO4/HCl digestion, and antimony values were determined using an organic extraction.
For the 2000 and 2001 drilling campaigns, most of the routine assaying was done at the facilities of Chemex Laboratories, located in Vancouver, British Columbia where copper, zinc, lead, silver and arsenic values were determined using a nitric acid/aqua regia digestion on two-gram aliquots, followed by AAS. In high-grade samples, the concentrations of the base metals were determined by inductively coupled plasma atomic emission spectroscopy (ICP-AES) after decomposition of the sample by sodium peroxide fusion. Gold was determined by conventional fire assay using a one assay-ton charge, and in a few cases the pulp-and-metallics screen method was used where high gold values were suspected. The pulps and coarse rejects of all samples have been retained for future reference.
23
Adam Wheeler
13. DATA VERIFICATION
13.1 STANDARDS, BLANKS AND DUPLICATES
Quality control measures at the preparation laboratory included the running of charges of inert rock between all samples through both the crusher and the pulverizer. Assay quality control methods in 1998 and 1999 consisted of the submission of duplicate pulps to Cone Laboratories, and check assaying of pulp repeats at Chemex Laboratories. No standards or blanks were included in these early shipments. Check assaying was instituted later, again without the addition of standards, but blanks were inserted to constitute around 5% of the total sample population. In 2001, some 5% of the samples submitted to Chemex consisted of blanks or pulp duplicates.
13.2 ANALYSES BY INDEPENDENT LABORATORIES
The results of within-laboratory repeat assaying and check assaying at a second laboratory for both 1998 and 2001 are summarized in Table 13-1, and selected results are shown in Figure 13-1
Table 13-1 Results of Repeat and Check Assaying, 1998 and 2001
(mean values )
Laboratory |
Number |
Cu |
Zn |
Ag |
Au |
|
|
(%) |
(%) |
(g/t) |
(g/t) |
||
Cone-Cone 1998 |
Original |
87 |
3.5 |
8.0 |
26 |
0.20 |
|
Repeat |
87 |
3.5 |
8.0 |
26 |
0.20 |
Cone-Chemex 1998 |
Cone |
102 |
1.9 |
6.4 |
20 |
0.17 |
|
Chemex |
102 |
1.8 |
6.0 |
20 |
0.18 |
Chemex-Chemex 2001 |
Original |
26 |
3.7 |
10.0 |
25 |
0.38 |
|
Repeat |
26 |
3.7 |
10.1 |
26 |
0.38 |
Chemex-Acme 2001 |
Chemex |
14 |
5.1 |
10.6 |
52 |
0.59 |
|
Acme |
14 |
4.8 |
10.2 |
53 |
0.59 |
The following comments are offered:
1. The precision of the original results is tested by the repeat assays on new pulps at the same laboratory. The results are excellent.
2. The accuracy of the original assay results, as tested by the check samples sent to a second laboratory, again compare well, although the scatter is increased.
3. The blank results (not shown in Table 13-1 and Figure 13-1) are invariably good, which is to be expected given that they were inserted after the sample preparation stage.
4. Check assaying was also done for the other metals whose concentrations were regularly determined (As, Bi and Pb). The results are not shown in Table 13-1 , but displayed the same good precision and accuracy as the elements of immediate economic interest.
24
Adam Wheeler
Figure 13-1 Selected Comparisons of Check Assaying Results, 1998 and 2001
25
Adam Wheeler
13.3 INDEPENDENT REVIEW
NAN's QA/QC results were reviewed by Strathcona in Thalenhorst 2002. He concluded:
"While the results of the check and repeat assaying indicate good precision and accuracy of the assay data base, a somewhat more complete approach to the assay quality control question would have been useful, i.e., the insertion of standards into the sample stream, and the insertion of blanks at the site to monitor the sample preparation step. Overall, however, the check assaying program has shown that the Storliden assay data can be used with some confidence for resource estimation."
13.4 CONCLUSION WITH RESPECT TO DATA VERIFICATION
Micon concluded that the database provided by NAN and Boliden for the estimate of mineral resources at Storliden was suitable for the purposes.
14. ADJACENT PROPERTIES
NAN has carried out exploration in the vicinity of the Storliden mine. Two target areas were identified in 2002 that indicated the presence of alteration and mineralization similar to that found at Storliden.
The following paragraphs are quoted from NAN's annual report for 2002:
"Exploration drilling (21 holes, totalling 3960 metres) in the immediate area surrounding Storliden has been targeted on geophysical anomalies characteristic of the same geological environment of the Storliden ore-body. Most of the drilling has been concentrated on a large area located to the northwest of the deposit where a geophysically anomalous zone in excess of 500 metres in length has been identified.
"During 2002, portions of this northwest zone were tested by a total of 20 drill holes, 16 of which intersected significant, but un-economic, copper and zinc mineralization. The geological characteristics of the zone are the same as that surrounding the Storliden deposit, suggesting the environment which hosts the Storliden deposit continues and deserves to be investigated for additional deposits. This zone is up to 20 metres in thickness, more than 100 metres deep, and plunges ever deeper to the northwest. It has not been fully tested and will require additional exploration drilling in 2003. The best drill holes yielded 5.2 metres of 0.8% Cu and 3.3% Zn (DDH STOB002-430) and 15.2 metres of 0.3% Cu and 1.7% Zn (DDH STOB02-223).
"The last drill hole of the 2002 campaign was completed in a new target area located 600 metres to the south of the Storliden orebody. This drill hole
26
Adam Wheeler
(STOB02-232) intersected a 30 metres thick mineralized stringer zone geologically similar to the first Storliden drill hole STOB98-01 which lead to the discovery of the Storliden deposit. The best interval in this drill hole averaged 0.05% Cu and 1.62% Zn over a width of 5 metres at a depth of 228.5 metres. The results of this drill hole indicate the favourable Storliden mineralized zone could extend for as much as one kilometre to the southeast of the Storliden deposit.
"More extensive drilling will be required in 2003 to fully test these new exciting areas for additional Storliden-type deposits.
"Drill cores have been logged, split and prepared using NAN's standard procedures at its preparation lab in Uppsala, Sweden, with appropriate quality controls. Assaying was performed by an independent certified laboratory, ALS Chemex Ltd, in Vancouver, Canada.
NAN is also exploring the Norrliden copper-zinc volcanogenic massive sulphide deposit which is located 45 kilometres southeast of Storliden. In its 2002 annual report, NAN noted that a study undertaken by Boliden indicated that development was not justified at the metals prices utilized at that time.
The Vargbäcken gold project, located approximately 30 kilometres west of Malå, is also under study for development. A letter of understanding relating to further exploration and development was announced between NAN and Sierra Peru Pty Ltd in April, 2004.
Under an agreement between NAN and Boliden for exploration in the Skellefte district, each party may conduct exploration on selected targets within claims held by the other party.
15. MINERAL PROCESSING AND METALLURGICAL TESTING
The following discussion of mineral processing and metallurgical testing is taken from Thalenhorst, 2002, with the permission of South Atlantic and Strathcona.
Based on initial metallurgical testwork at Lakefield Research and later at the Boliden research facility in Sweden, the metallurgical response of the Storliden ore to sequential flotation of separate copper and zinc concentrates was investigated and the parameters for its treatment determined. The testwork showed that the basic flow sheet of the existing concentrator at Boliden would be able to treat this ore, but that certain changes had to be made to accommodate the much higher-grade Storliden ore and particularly the addition of more flotation and filtering capacity. Figure 16.1 shows the basic flow sheet of the section of the Boliden concentrator in which the Storliden ore is being treated.
27
Adam Wheeler
Figure 15-1 Storliden Flowsheet (after Strathcona)
28
Adam Wheeler
For processing since the start of operations in 2002, zinc recovery has averaged 91.1% and copper recovery 90.9%. The average zinc concentrate grade has been 54% Zn; the copper concentrate grade 28.5% Cu. Average Au recovery has been 49%, with 55% for Ag. The revenue from Au and Ag has amounted to approximately 5% of sales revenue.
16. MINERAL RESOURCE AND MINERAL RESERVE ESTIMATES
16.1 GENERAL
Table 16-1 Storliden Mine – Proven and Probable Mineral
Reserves
At 31st December, 2004
|
Tonnes |
Zn |
Cu |
Au |
Ag |
NSR |
|
t x 1000 |
% |
% |
g/t |
g/t |
SEK/t |
Proven |
726 |
10.3 |
3.6 |
0.3 |
25.0 |
929 |
Probable |
119 |
8.0 |
3.2 |
0.3 |
24.3 |
781 |
Total |
844 |
10.0 |
3.6 |
0.3 |
24.9 |
908 |
N.B. In converting Mineral Resource to Mineral Reserves, an effective 400 Swedish kronor cut-off was applied in the development of the life-of-mine plan. Within the planned stoping outlines, additional mining recovery and unplanned dilution factors were applied, with factors varying according to the mining method.
Mineral resources are reported in addition to Mineral Reserves. No mining factors, such as dilution or mining recovery, have been applied to the resource figures reported below. Only those resources above a block cut-of of SEK150/t have been evaluated.
Table 16-2 Storliden Mine – Measured and Indicated Mineral
Resources
At 31st December, 2004.
|
Tonnes |
Zn |
Cu |
Au |
Ag |
|
t x 1000 |
% |
% |
g/t |
g/t |
Measured |
250 |
3.0 |
2.3 |
0.4 |
30.9 |
Indicated |
110 |
3.0 |
2.2 |
0.5 |
32.6 |
Total |
360 |
3.0 |
2.2 |
0.4 |
31.4 |
N.B. Mineral Resources evaluated using a block cut-off of 150SEK/t. These resources are additional and external to the Mineral Reserves.
29
Adam Wheeler
16.2 RESOURCE MODELLING METHOD
During January and February, 2004, a resource modeling study was completed by Adam Wheeler, which included the following work:
Update and validation of all available drillhole sample data.
Revision of parameters for calculation of NSR values and associated cut-offs.
Revision of mineralization outlines.
Generation of a geological block model.
Resource evaluation.
Important aspects of this resource estimation work, which differed in some ways to previous resource estimates, included:
The modelling of a hardness index, to assist in subsequent mine planning.
The use of an anisotropic search for grade interpolation.
Revision of outlier grade handling and minimum thickness application.
The generation of a combined block model, which described in great detail both the mined and unmined material, in preparation for mine planning.
This resource estimation study was commissioned by North Atlantic Resources AB (NAN). It was completed by Adam Wheeler, an independent mining consultant, with considerable assistance from NAN geologists Alain Chevalier and Magnus Leijd and Boliden geologist Stig Liedberg. The economic calculations, connected with NSR and cut-off grade calculations, were completed by R. Dowdell, an independent mining consultant. The majority of the computational work utilized the Datamine mining software system.
The sample database was obtained for the end of December, 2003.
16.3 RESOURCE INTERPRETATION
All of the available drillhole data was compiled in Excel, and then transferred into Datamine, where it was combined into a unified set of desurveyed drillhole data, coded by metal grades, densities and rock type information. This included many extra in-fill holes drilled down into the base of the central zone, drilling from the east zone, as well as numerous other holes in the western end of the mine, used to clarify the position of the western lenses.
A thorough revision was made of current economic and operating parameters relevant to Storliden, enabling an updated calculation of factors and cut-off grades. The NSR factors were used to enable an equivalent NSR value in SEK/t to be calculated for all drillhole samples.
30
Adam Wheeler
Different systems of mineralization coding have been used previously, according to geological characteristics, as well as the regions within the mine. The most recent revision in geological interpretation has been in the east zone. Previous zone identifications were preserved in the current study, although all of the actual zone's limits were revised to conform to the most recent drillhole data.
In the revised interpretation completed in the current study, sample grades down to SEK100/t were utilised for zone continuity. A minimum thickness of 1m was applied. In previous studies, higher cut-offs and minimum mining thicknesses were applied. In the current estimation, the intention was to set up a resource block model on which different mining cut-offs and parameters could be subsequently applied. A summary of revised drillhole intersections is shown in the following table, along with the number of intersections.
Table 16-4 Drillhole Summary
|
Drillhole |
|
|
MINCODE |
Zone |
Intersections |
Samples |
ASF |
Footwall amphibolite/siliceous |
80 |
442 |
ASH |
Hanging wall amphibolite/siliceous |
136 |
526 |
CL1 |
Isolated lens in central area |
3 |
10 |
EI1 |
Amphibole/silicified zone underneath massive zone in east |
43 |
238 |
EI2 |
Amphibole/silicified zone underneath ELL |
25 |
220 |
ELL |
Eastern lower lens |
36 |
149 |
EUL |
Eastern upper lens |
25 |
170 |
MAS |
Masssive sulphide |
282 |
2095 |
SIC |
Siliceous |
45 |
240 |
WL1 |
Western lower lens #1 |
33 |
231 |
WL2 |
Western lower lens #1 |
34 |
240 |
WL3 |
Western lower lens #1 |
8 |
32 |
WL4 |
Western lower lens #2 |
9 |
35 |
WM |
Western Middle |
9 |
40 |
The only new zones, not evaluated previously, were the isolated lenses CL1, WL3 and WL4. With the exception of the western upper zone, interpretations were generally focused on south-north sections, spaced 12.5m apart. Great care was taken with the definition of the massive zone, to ensure the correct allocation of high zinc grades within this zone. This required creation of sub-sections, particularly in the central area, utilising the drilling done from the floor of primary stope panels. Face and wall mapping results were also used to help in the zone interpretation.
The western upper zone was interpreted with sections conforming to previous work, approximately 10m apart and oriented with an azimuth of roughly 10 degrees off north.
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Adam Wheeler
16.4 GEOSTATISTICAL ANALYSIS
Statistics of the selected samples are summarized in Table 16-4. Statistics of samples just outside the zones were also generated, to check the selection process as well as to be of use with the estimation of dilution grades.
Decile analyses were also completed for each of the different data sets, for each metal. This form of analysis is a recognized and practical technique for analyzing outlier data, and determining what top-cut levels may be appropriate.
Observations from these different types of statistical analysis include:
In general most of the data sets form single, approximately log-normal, populations of each metal per zone.
Most of the zinc grades in the massive zone form a single log-normal population with grades above approximately 8% Zn.
Some of the non-massive zones have a noticeable anomalous kink at the tail of the log-probability plots, most probably representing a very small number of massive samples. These anomalous values have also been highlighted in the decile analyses.
These anomalous samples have been examined in 3D, and in general do not form specific groups which can be isolated physically, with the definition of other zones. Therefore a top-cutting approach has been applied, where samples grades above the specified top-cut level are cut to that level, prior to compositing. These topcut levels have been established from examination of the log-probability plots as well as the decile analyses. They are summarised in Table 16-5.
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Adam Wheeler
Table 16-4 Statistical Summary of Selected Samples
|
Log |
||||||
|
Number of | Standard |
Estimate of |
||||
MINCODE |
FIELD | Samples | Minimum | Maximum | Mean | Deviation |
Mean |
ASF |
ZN | 410 | 0.01 | 25.20 | 1.02 | 2.47 |
0.87 |
ASH |
ZN | 517 | 0.00 | 27.10 | 1.65 | 3.02 |
1.73 |
CL1 |
ZN | 10 | 0.06 | 1.74 | 0.52 | 0.53 |
0.53 |
EI1 |
ZN | 232 | 0.04 | 23.60 | 3.25 | 3.80 |
3.76 |
EI2 |
ZN | 215 | 0.02 | 8.30 | 1.17 | 1.61 |
1.25 |
ELL |
ZN | 146 | 0.05 | 28.20 | 1.57 | 3.42 |
1.33 |
EUL |
ZN | 167 | 0.04 | 39.86 | 6.30 | 8.26 |
7.94 |
MAS |
ZN | 2065 | 0.03 | 48.70 | 16.42 | 10.97 |
25.71 |
SIC |
ZN | 231 | 0.01 | 34.20 | 3.32 | 4.60 |
4.29 |
WL1 |
ZN | 225 | 0.02 | 25.60 | 1.58 | 3.56 |
1.33 |
WL2 |
ZN | 228 | 0.02 | 40.56 | 7.05 | 9.26 |
11.56 |
WL3 |
ZN | 31 | 0.05 | 24.70 | 3.60 | 5.52 |
4.21 |
WL4 |
ZN | 34 | 0.02 | 11.30 | 0.99 | 1.98 |
0.85 |
WM |
ZN | 40 | 0.02 | 40.20 | 7.52 | 9.72 |
12.55 |
ASF |
CU | 410 | 0.04 | 15.90 | 2.39 | 2.37 |
2.57 |
ASH |
CU | 517 | 0.06 | 17.95 | 2.68 | 3.02 |
2.76 |
CL1 |
CU | 10 | 0.90 | 7.35 | 3.60 | 2.17 |
3.69 |
EI1 |
CU | 232 | 0.03 | 5.48 | 1.14 | 1.05 |
1.22 |
EI2 |
CU | 215 | 0.01 | 11.35 | 1.86 | 1.85 |
2.00 |
ELL |
CU | 146 | 0.04 | 12.25 | 2.88 | 2.54 |
3.33 |
EUL |
CU | 167 | 0.03 | 12.85 | 1.48 | 1.76 |
1.61 |
MAS |
CU | 2065 | 0.01 | 17.80 | 4.01 | 3.57 |
4.63 |
SIC |
CU | 231 | 0.10 | 16.65 | 2.72 | 3.82 |
2.67 |
WL1 |
CU | 225 | 0.07 | 13.70 | 3.20 | 2.56 |
3.55 |
WL2 |
CU | 228 | 0.01 | 16.05 | 2.89 | 3.08 |
3.27 |
WL3 |
CU | 31 | 0.05 | 4.82 | 1.40 | 1.07 |
1.52 |
WL4 |
CU | 34 | 0.45 | 6.29 | 2.10 | 1.44 |
2.15 |
WM |
CU | 40 | 0.27 | 13.85 | 3.61 | 3.89 |
3.72 |
ASF |
AU | 408 | 0.00 | 8.27 | 0.41 | 0.71 |
0.39 |
ASH |
AU | 515 | 0.01 | 6.32 | 0.30 | 0.50 |
0.28 |
CL1 |
AU | 10 | 0.08 | 2.23 | 0.54 | 0.59 |
0.52 |
EI1 |
AU | 232 | 0.01 | 13.25 | 0.37 | 1.02 |
0.31 |
EI2 |
AU | 215 | 0.01 | 3.36 | 0.29 | 0.38 |
0.29 |
ELL |
AU | 146 | 0.00 | 3.34 | 0.59 | 0.65 |
0.65 |
EUL |
AU | 167 | 0.02 | 1.89 | 0.20 | 0.23 |
0.19 |
MAS |
AU | 2065 | 0.00 | 5.95 | 0.27 | 0.31 |
0.27 |
SIC |
AU | 231 | 0.00 | 2.61 | 0.23 | 0.29 |
0.22 |
WL1 |
AU | 225 | 0.02 | 16.55 | 0.68 | 1.61 |
0.57 |
WL2 |
AU | 228 | 0.00 | 10.05 | 0.48 | 0.92 |
0.44 |
WL3 |
AU | 31 | 0.02 | 0.88 | 0.28 | 0.22 |
0.28 |
WL4 |
AU | 34 | 0.09 | 2.52 | 0.67 | 0.59 |
0.71 |
WM |
AU | 40 | 0.02 | 6.94 | 0.75 | 1.19 |
0.72 |
ASF |
AG | 408 | 0.00 | 222.00 | 30.98 | 27.60 |
32.68 |
ASH |
AG | 517 | 1.00 | 440.00 | 25.35 | 26.85 |
25.59 |
CL1 |
AG | 10 | 3.80 | 24.00 | 12.85 | 6.67 |
13.03 |
EI1 |
AG | 232 | 0.00 | 352.00 | 20.72 | 29.14 |
20.25 |
EI2 |
AG | 215 | 0.00 | 151.00 | 23.76 | 22.76 |
24.86 |
ELL |
AG | 146 | 0.00 | 309.00 | 52.40 | 45.36 |
56.22 |
EUL |
AG | 167 | 1.10 | 85.00 | 20.96 | 15.97 |
21.49 |
MAS |
AG | 2065 | 0.00 | 5740.40 | 32.64 | 182.05 |
27.86 |
SIC |
AG | 231 | 1.00 | 266.00 | 22.66 | 25.73 |
22.68 |
WL1 |
AG | 225 | 4.00 | 134.00 | 48.02 | 25.18 |
49.26 |
WL2 |
AG | 228 | 0.60 | 265.00 | 46.79 | 34.15 |
49.24 |
WL3 |
AG | 31 | 2.00 | 89.00 | 32.68 | 17.84 |
34.52 |
WL4 |
AG | 34 | 11.00 | 81.00 | 50.41 | 18.06 |
51.37 |
WM |
AG | 40 | 3.00 | 157.00 | 52.97 | 42.00 |
56.50 |
33
Adam Wheeler
Table 16-5 Outlier Capping
MINCODE |
Zn | Au |
Ag |
|
% | g/t |
g/t |
MAS |
200 |
||
ASH |
6 | 3 |
150 |
ASF |
10 | 5 |
|
SIC |
10 |
|
|
EI1 |
3 |
150 |
|
EI2 |
6 | 2 |
|
ELL |
10 |
|
|
WL1 |
10 | 5 |
|
WL2 |
20 | 3 |
|
CL1 |
15 |
|
|
WL3 |
15 |
|
|
WL4 |
15 |
|
|
WM |
15 |
|
For subsequent handling of sample data, 3m composites were created of the selected samples within each zone. This gave samples the same support, for consideration of variability. Composites were generated so as to give composite lengths of approximately 3m, with the same lengths within each intersection. This stopped the creation of small composites at the end of each intersection, if a rigid 3m had been used.
For the thinner zones, such as amphibolite/siliceous structures, overall composites were also created for each intersection, to enable the generation of 2D variograms within the plane of these structures.
Different types of variograms were generated, as summarised below:
Downhole grade variograms from the original (~1m) samples. This enabled an analysis of the cross-strike variability.
2D variograms within the plane of thinner structures.
Along-strike variograms from the 3D composite data.
These experimental variograms, along with fitted model variograms, are also shown in Appendix B. Observations from this structural analysis can be summarised as:
For the massive zone, and along strike range of 40-45m is indicated for both zinc and copper, and approximately 2/3 of the variability is expressed within a distance of about 15.
For the massive zone, a smaller cross-strike range of influence is indicated with a range of approximately 15m.
For the non-massive zones, longer ranges within the plane of these structures is indicated, with ranges of around 60m.
34
Adam Wheeler
16.5 GEOLOGICAL MODELLING
The cross-sectional strings created during interpretation work were linked together, for each individual zone, to form three-dimensional wireframe models. These strings were generally orientated on S-N planes for all but the western upper region. In the western upper region, oblique sections were used, oriented at approximately 23 degrees, consistent with the existing set-up used at the mine.
These wireframe models were then used as the physical envelopes controlling the generation of a volumetric block model. The parameters of the model prototype used are summarised in the table below.
Table 16-6 Model Prototype
|
|
|
Block Size |
|
Coverage |
|
Min (m) |
Max (m) |
(m) |
Number |
(m) |
X |
19947.5 |
20357.5 |
5 |
82 |
410 |
Y |
19997.5 |
20187.5 |
5 |
38 |
190 |
Z |
240 |
370 |
5 |
26 |
130 |
Using the facilities available in Datamine, sub-blocks were also generated, to allow a very accurate fit within the interpreted mineralized zones. These sub-blocks could be as small as 0.5m in any direction.
With the volumetric block model, metal grades, hardness indices and density values were interpolated from the drillhole composite data. Statistics of measured density values are shown in Table 16-7.
Table 16-7 Rock Densities
|
|
|
|
|
Density |
|
Number of |
|
|
|
Applied |
MINCODE |
Samples |
Minimum |
Maximum |
Mean |
(tonnes/m3) |
ASF |
442 |
2.62 |
4.00 |
3.13 |
3.15 |
ASH |
526 |
2.69 |
5.59 |
3.14 |
3.14 |
CL1 |
10 |
2.81 |
3.43 |
2.99 |
2.99 |
EI1 |
238 |
2.67 |
3.95 |
3.08 |
3.08 |
EI2 |
220 |
2.71 |
5.88 |
3.18 |
3.19 |
ELL |
149 |
2.69 |
3.92 |
3.24 |
3.24 |
EUL |
170 |
2.55 |
4.06 |
3.07 |
3.07 |
MAS |
2095 |
2.52 |
5.66 |
3.49 |
3.50 |
SIC |
240 |
2.69 |
3.99 |
3.07 |
3.02 |
WL1 |
231 |
2.72 |
3.96 |
3.21 |
3.21 |
WL2 |
240 |
2.67 |
3.87 |
3.15 |
3.14 |
WL3 |
32 |
2.74 |
3.59 |
3.15 |
3.15 |
WL4 |
35 |
2.86 |
3.60 |
3.23 |
3.23 |
WM |
40 |
2.64 |
4.04 |
3.17 |
3.15 |
35
Adam Wheeler
The 'Density Applied' values shown in the table were only applied to samples with no density measurements. Densities in the block model were then interpolated from composites' density values.
16.6 GRADE INTERPOLATION
The results of the geostatistical analysis, as well as views expressed by NAN geologists, were used in developing interpolation parameters. An anisotropic ellipsoidal search was used, which had a longer direction along-strike and down-dip than cross-strike. This anisotropy was approximately 3:1 and was also applied to affect the weighting factors for the inverse distance weighting of variables.
A search methodology was applied which controlled grade interpolation as well as guiding resource classification. Initially a small search ellipse was applied, measuring 15m x 15m x 5m. If 3 composites were located for any block, then grades would be successfully interpolated, and this block would be allocated as a measured resource. For measured resources, an additional requirement of obtaining samples from at least two drillholes was also imposed. This ellipse size was selected as being generally representative of 2/3 of the variability of the variograms for zinc and copper grades.
If the requirement for a measured resource had not been met, the search ellipse would be doubled in size, and if 2 composites were then available, grades would be interpolated and the block would be allocated as an
indicated resource. Blocks without sufficient composites would finally be interpolated using a very large 45m x 45m x 15m ellipse, and allocated as inferred resources. This approach ensured that all blocks interpolated within the mineralised zones would receive some grade values.An additional octant control was also imposed to apply some declustering where they might be local isolated abundances of samples, such as due to in-fill drilling. Zonal control was also applied, so that only blocks in any mineralized zone were only interpolated with composites belonging to the same zone.
The ellipse used was oriented in different directions for the different regions of the mine, to allow for the local orientations of the ore structures. In all cases the ellipse was oriented with the 2 long axes along-strike and down-dip, and the short axis cross-strike.
36
Adam Wheeler
Table 16-8 Interpolation Parameters
|
Resource |
Search Distance (m) |
Composites |
Drillholes |
|||
|
Along | Down- | Cross- | ||||
Search |
Classification | Strike | Dip | Strike | Minimum | Maximum | Minimum |
1st |
Measured | 15 | 15 | 5 | 3 | 10 | 2 |
2nd |
Indicated | 30 | 30 | 10 | 2 | 10 | - |
3rd * |
Inferred | 45 | 45 | 15 | 1 | 10 | - |
Notes:
Ellipsoidal search
Inverse distance squared weighting
Zonal control on composite allocation
Max. of 2 composites from any one drillhole
Octant control also applied for measured and indicated resources
. Max. of 3 composites per octant
. At least 3 octants must be filled
For inferred resources, octant control also relaxed, to ensure that all
interpreted blocks receive interpolated grades
16.7 HARDNESS
A hardness index was introduced (1-soft to 5-very hard) and modelled. This was done to assist mine planning and the prediction of the hardness of ore to the mill. These indices are related to geological features as summarised in the following table.
Table 16-9 Hardness Modelling Parameters
|
|
Hardness |
Ore type |
Description |
Index |
|
Soft, chlorite (+biotite+amphibole) altered rock with 5-50% disseminated Po+Cpy, minor |
|
|
Aspy. Only locally minor Sph. Same origin as code 3 but much softer due to later? |
|
1 |
chloritization. Competent but soft, never very broken. |
1 |
|
|
|
|
Main ore. Massive and semi-massive Sph-Cpy-Po with calcite gangue/matrix. Very |
|
|
competent, relatively soft. Towards the hanging wall and along the southern contact zone |
|
2 |
can siliceous matrix and fragments occur which makes the overall hardness higher. |
2 |
|
Amphibole (spinel-ilmenite) rich host with 5-60% disseminated Po+Cpy, minor Aspy and |
|
|
only very rarely minor Sph. The richness in fine amphibole needles makes the rock very |
|
3 |
competent and "sturdy" (gabbro/diabase like). |
3-4 |
|
Only occuring in the eastern ore zone and in the east part of the central zone. Amphibole |
|
|
dominated rock intermittently silicified. Relatively hard and competent. Geotechnically |
|
|
probably something inbetween type 3 and 4. Contains between 3-25% disseminated and |
|
4 |
stringers of Po+Cpy, locally Sph+Aspy. |
3-4 |
|
|
|
5 |
Highly silicified host. Very hard. 5-50% highly irregular stringers/veining of Po+Cpy+Sph. |
5 |
37
Adam Wheeler
These hardness indices were introduced into the block model in the following ways:
For the eastern zone, there is big mixture of rock types and degrees of silicification, particularly in the impregnation zones. Therefore, each drillhole intersection was coded according to the scheme in the table above. These indices were then interpolated into the block model.
For the central and western zone, indices were set by section and mineralised zone. The western upper region used the same oblique section identification scheme as currently employed at the mine.
16.8 NSR CALCULATION
The methodology and parameters used in the derivation of NSR factors were checked and revised. The parameters used in the current evaluation (for end December, 2004) are summarised in the following table. As well as being applied in the calculation of a value field in the block model, they were also used for the generation of NSR factors in the drillhole, and used in the re-interpretation work.
Detailed model sections were generated showing the modelled value variation, overlaid with drillhole data. These were then checked in detail, and discrepancies use to modify the modelling parameters and data.
38
Adam Wheeler
Table 16-10 Derivation of NSR Factors
Long Term Metal Prices | |||||
zinc | copper | gold | silver | ||
$/tonne | 1,102.30 | 2,491.20 | |||
c/lb | 50.00 | 113.00 | |||
$/oz | 350.00 | 5.00 | |||
Exchange Rate | |||||
Swedish Kroner (SEK) 7.50 SEK/US$ | |||||
Average Deposit Feed Grades | |||||
zinc | copper | gold | silver | ||
% Zn | % Cu | g/t Au | g/t Ag | ||
11.2 | 3.5 | 0.5 | 33.8 | ||
Zinc Concentrate Value | |||||
Zinc recovery (planned) | 92.00% | ||||
Zinc Concentrate grade (planned) | 54.00% | ||||
Zinc Concentrate ratio = tonnes Zn concentrate / tonnes feed | |||||
therefore 11.2% x 92% / 54% = | 0.190815 | ||||
Net Smelter Return (NSR) value | |||||
Payment terms = 85% (min deduction 8 units) | |||||
Payment per tonne zinc concentrate in SEK/tonne Zn conc | |||||
payment x price x grade x exchange rate | |||||
85% x 1,146.39 x 54% x 8 = | 3,795 SEK/tonne conc | ||||
Treatment charge $140/tonne x SEK/$ | -1,050 | ||||
Escalator if price > $1,000, then add 16c/$ | |||||
$1,146-$1,000=$146 x $0.16 x 7.5 SEK/$ | -123 | ||||
Penalties, freight, handling, insurance etc | -222 | ||||
2,400 SEK/tonne Zn conc | |||||
multiplied by Zinc Concentrate ratio | 458 SEK/tonne feed | ||||
NSR factor for Zinc (481/11.2% Zn) | 40.89 SEK/tonne feed/% Zn | ||||
Copper Concentrate Value | |||||
Copper recovery (planned) | 91.50% | ||||
Copper Concentrate grade (planned) | 29.00% | ||||
Gold recovery to Cu concentrates | 52.50% | ||||
Silver recovery to Cu concentrates | 57.50% | ||||
Copper Concentrate ratio = tonnes Cu concentrate / tonnes feed | |||||
therefore 3.5% x 91.5% / 29% = | 0.110431 | ||||
Gold in Cu concs g/t Cu conc | 2.38 | ||||
grade (0.5g/t) x recovery (52.5%) / Cu conc ratio | |||||
Silver in Cu concs g/t Cu conc | 176 | ||||
grade (34g/t) x recovery (57.5%) / Cu conc ratio | |||||
Net Smelter Return (NSR) value | |||||
refining charge 101.4 US$/tonne | |||||
payment deduct 1% Cu, pay for balance x copper price(US$) less refining charge | |||||
escallator if US$ copper price > $1,984, then additional charge of 10c for every $ over $1,984 | |||||
treatment charge $60 per DMT | |||||
gold credit deduct 1 g/t x gold price x 98% | |||||
silver credit deduct 30 g/t x silver price x 95% | |||||
gold refining no charge | |||||
silver refining no charge | |||||
Payment for Copper 4,912 SEK/tonne conc | |||||
Cu conc grade (29-1)% x ((price-refining)-0.1 x (price-1984)) x exch rate (8.0) | |||||
Treatment charge -450 SEK/tonne conc | |||||
Penalties, freight, handling, insurance etc -225 | |||||
total 4,237.5 SEK/tonne Cu conc | |||||
multiplied by Copper Concentrate ratio 468 SEK/tonne feed | |||||
NSR factor for Copper (417/3.5% Cu) 133.70 SEK/tonne feed/% Cu | |||||
Payment for gold 114 SEK/tonne conc | |||||
(Au in Cu concs - 1g/t) x 98% x price ($350/oz/31.1034) x exch rate | |||||
NSR factor for Gold 25.15 SEK/tonne feed/g Au | |||||
(121 / Au grade (0.5g/t) x Cu conc ratio) | |||||
Payment for Silver 167 SEK/tonne conc | |||||
(Ag in Cu concs - 30g/t) x 95% x price ($5.0/oz/31.1034) x exch rate | |||||
NSR factor for Silver 0.55 SEK/tonne feed/g Ag | |||||
(178 / Au grade (33.8g/t) x Cu conc ratio) |
39
Adam Wheeler
16.9 MINING METHODS
Connected with the work done for the current resource and
reserve evaluation, a detailed mine planning study was completed for Storliden.
During 2004 alternative methods of mining were considered for different parts of
the mine. The current mining methods adopted can be summarized as follows:
West Upper Zone
The majority of the ore in this zone will be mined
out by drift-and-fill with benching.
In the eastern half of the West Upper zones, existing
stope excavations will be need to be backfilled with CSR (cement-stabilised
waste rock) fill, to allow subsequent longitudinal mining of the remaining
pillars.
Most of the longitudinal pillars will be initially
mined out with drifts 5m high. Benching for remaining ore beneath the initial
drifts was designed with potential maximum depth of 5m and minimum width of 2m.
For the 'western' half of the West Upper Zone, some
pillar recovery operations have already started. Similar crosscutting of pillars
will be required, leaving 6m long pillars spaced 10m apart. These pillars will
then be mined in the final retreat from this area, in conjunction with the
application of some CSR fill into the existing excavations.
For the northern extension of the West Upper zone,
drift-and-fill will be employed with 4m x4m drifts. For the eastern part of the
West Upper zone, these drifts will be mined out against the existing stope
excavations, after they have been filled with CRF fill.
West Lower and Middle Zone
The western lower and middle zones will be mined out
with the same method currently being used – post-pillar cut-and-fill. The
existing pillar layout has been extended upwards and laterally according to the
variation in ore on each lift. These pillars measure 5m x 5m, on approximately a
square pattern aligned along-strike, with up to 10m spaces in-between. As with the current mining, the stope design has been
laid on 5m lifts.
Central Zone
Below the 300m level (305m in the Western half),
mining of the Central zone uses 10m wide transverse primary and secondary
panels, as currently laid out.
40
Adam Wheeler
Primary stopes will be mined out by cut-and-fill, on 5m lifts.
Secondary stopes will be mined out by initial development of lower and upper drifts, followed by rilling of the ore in between these drifts
Some small patches of ore on or above the 300m level can be mined out by using uppers from the last available lift in the panels below.
Upper Central Zone
The Upper Central ore will be mined out by longitudinal drift-and-fill. Above the 305m level, access to this area will be from the Western Upper – West stope excavations. This requires careful scheduling of mining and filling operations in the Western Upper and Upper Central zones.
The small amount of ore in the eastern half of the Upper Central can be accessed from the ramp going up to the top of the east zone.
East Zone
This will be mined out using a combined rill/cut-and-fill stoping method, along with a minimum 4.5m mining width, for material below the 295m level.
Above the 295m level, cut-and-fill stoping will be used, along with 18m uppers for the upper most parts.
16.10 STOPE DESIGN AND EVALUATION
The geological resource model was used as the basis for stope design and development of the life-of-mine plan. The design procedure may be summarised by the steps shown below.
1. Review of block model plans and sections. Hard copies were produced for all zones, with reference sections and gridlines superimposed. These sections also showed the intersection with the current excavation limits. The block model was colour-coded to show variations in contained NSR values.
2. Initial Stope Design. Initial stope limits and development plans were laid out, primarily focussed on a cut-off of 400 SEK/t. Access drives between isolated ore pockets were put in +150SEK/t material where possible. This marginal SEK/t level was subsequently applied for ore/waste allocation in all mined evaluation.
3. 3D Design. The designs were then refined by definition of limit strings interactively, with reference to the geological block model and excavation envelopes. These strings were laid out in plan or section, according to the best way of modelling the required stopes. Grid reference surfaces were also used to ensure accurate definition
41
Adam Wheeler
of stope outlines against the existing mine layout.
4. Design Evaluation. The designs were then evaluated. During this design process, various stope attributes were assigned to allow correct coding of the evaluation data, as well as to provide important information for subsequent scheduling work.
5. Planned Dilution. The evaluation was done using the realistic mining dimensions included in the actual designs, and therefore introduced planned dilution at the edges of the orebody. For most of the designs the minimum mining width and height applied was 5m, the only exception being 4m for the northern extension of the Western Upper zone. This planned dilution was applied with the following grades: Zn 0.58%, Cu 0.70%, Au 0.16g/t and Ag 14.9g/t. These values were determined from a statistical analysis of grades within a 1.5m thick envelope external to the defined resource envelopes.
6. Review of Stope Designs. The evaluation results were analysed, and some parts of the designs were modified or removed, repeating steps 3-5.
In addition to the planned dilution incorporated into the physical stope designs, additional mining factors were applied for unplanned dilution and mining recovery. The factors applied are shown in Table 16-11.
42
Adam Wheeler
Table 16-11 Mining Factors
|
|
Level/ |
Mining |
Unplanned |
Zone |
Area |
Drift |
Recovery |
Dilution |
|
Lower West - Left |
|
97% |
6% |
|
Lower West - Right |
|
97% |
6% |
|
Lower West - Middle |
|
50% |
6% |
|
Western Upper - East |
295 |
98% |
2% |
|
|
300 |
98% |
2% |
WEST |
|
302 |
98% |
4% |
|
|
305 |
98% |
2% |
|
|
307 |
98% |
4% |
|
|
315 |
98% |
4% |
|
|
320 |
98% |
4% |
|
Western Upper |
302 |
97% |
5% |
|
West |
305 |
98% |
7% |
|
|
307 |
98% |
2% |
|
|
315 |
98% |
2% |
|
Upper Central - West |
|
98% |
5% |
|
P1 |
|
99% |
3% |
|
P2 |
|
99% |
3% |
|
P3 |
|
99% |
3% |
|
P4 |
|
99% |
3% |
CENTRAL |
P5 |
|
99% |
3% |
|
S1 |
|
98% |
8% |
|
S2 |
|
98% |
8% |
|
S3 |
|
98% |
8% |
|
S4 |
|
98% |
8% |
|
S5 |
|
98% |
8% |
|
CAF |
|
98% |
7% |
|
Rill |
|
98% |
5% |
EAST |
CAF |
|
98% |
7% |
|
CAF & Uppers |
|
95% |
5% |
|
Upper Central East |
|
98% |
5% |
The same mining factors applied in scheduling were also used for reserve evaluation. Consistent with the CIM standards, originally
measured resources inside the design envelopes were used for the calculation of proved reserves, and originally indicated resources were used for the calculation of probable reserves. The overall summary of estimated reserves is shown in Table 16-12.43
Adam Wheeler
Table 16-12 Storliden 2005 Mineral Reserves, at December 31, 2004
|
West |
|||||
Class |
Tonnes |
Zn |
Cu |
Au |
Ag |
NSR |
|
t x 1000 |
% |
% |
g/t |
g/t |
SEK/t |
Proven |
149 |
8.3 |
2.9 |
0.3 |
24.6 |
739 |
Probable |
23 |
7.0 |
2.5 |
0.3 |
24.9 |
638 |
Total |
172 |
8.1 |
2.8 |
0.3 |
24.7 |
726 |
|
|
|
|
|
|
|
|
Central |
|||||
Class |
Tonnes |
Zn |
Cu |
Au |
Ag |
NSR |
|
t x 1000 |
% |
% |
g/t |
g/t |
SEK/t |
Proven |
349 |
12.0 |
4.5 |
0.3 |
24.8 |
1,115 |
Probable |
61 |
9.2 |
4.2 |
0.3 |
24.7 |
962 |
Total |
410 |
11.6 |
4.5 |
0.3 |
24.7 |
1,092 |
|
|
|
|
|
|
|
|
East |
|||||
Class |
Tonnes |
Zn |
Cu |
Au |
Ag |
NSR |
|
t x 1000 |
% |
% |
g/t |
g/t |
SEK/t |
Proven |
227 |
9.1 |
2.8 |
0.3 |
25.6 |
767 |
Probable |
35 |
6.7 |
2.0 |
0.2 |
23.3 |
559 |
Total |
262 |
8.8 |
2.7 |
0.2 |
25.3 |
740 |
|
|
|
|
|
|
|
|
Overall |
|||||
|
Tonnes |
Zn |
Cu |
Au |
Ag |
NSR |
|
t x 1000 |
% |
% |
g/t |
g/t |
SEK/t |
Proven |
726 |
10.3 |
3.6 |
0.3 |
25.0 |
929 |
Probable |
119 |
8.0 |
3.2 |
0.3 |
24.3 |
781 |
Total |
844 |
10.0 |
3.6 |
0.3 |
24.9 |
908 |
N.B. In converting Mineral Resource to Mineral Reserves, an effective 400 SEK/t cut-off was applied.
A summary of these reserves by stoping area is shown in Table 16-13.
44
Adam Wheeler
Table 16-13 Stope Evaluation Summary
Zone |
Part |
Tonnes |
Zn |
Cu |
Au |
Ag |
NSR |
|
|
t x 1000 |
% |
% |
g/t |
g/t |
SEK/t |
|
|
|
|
|
|
|
|
|
Lower West - Left |
19.0 |
3.8 |
1.7 |
0.3 |
30.8 |
413 |
West |
Lower West - Right |
8.6 |
2.2 |
2.3 |
0.4 |
33.4 |
422 |
|
Lower West - Middle |
1.2 |
3.3 |
2.4 |
0.5 |
34.6 |
485 |
|
Upper West - East |
55.8 |
11.0 |
3.7 |
0.3 |
25.0 |
963 |
|
Upper West - West |
30.3 |
11.9 |
2.4 |
0.3 |
23.1 |
823 |
|
Upper Central - West |
56.9 |
5.6 |
2.6 |
0.2 |
21.6 |
596 |
|
Total |
171.9 |
8.1 |
2.8 |
0.3 |
24.7 |
726 |
|
P1 |
12.3 |
5.0 |
2.4 |
0.2 |
23.3 |
540 |
|
P2 |
23.6 |
12.2 |
3.9 |
0.2 |
23.2 |
1,033 |
Central |
P3 |
3.6 |
8.7 |
4.5 |
0.2 |
22.1 |
974 |
|
P4 |
10.6 |
6.3 |
3.9 |
0.2 |
19.8 |
790 |
|
P5 |
8.3 |
7.9 |
5.9 |
0.3 |
26.5 |
1,130 |
|
S1 |
97.0 |
8.3 |
3.6 |
0.2 |
24.6 |
836 |
|
S2 |
84.4 |
14.3 |
4.5 |
0.3 |
24.9 |
1,208 |
|
S3 |
82.1 |
13.6 |
5.2 |
0.3 |
26.4 |
1,274 |
|
S4 |
60.3 |
13.0 |
5.1 |
0.2 |
24.1 |
1,233 |
|
S5 |
27.9 |
11.7 |
5.3 |
0.2 |
25.2 |
1,207 |
|
Total |
410.2 |
11.6 |
4.5 |
0.3 |
24.7 |
1,092 |
East |
Initial CAF |
94.0 |
8.8 |
3.3 |
0.3 |
29.5 |
826 |
|
Rill |
53.3 |
14.0 |
3.5 |
0.3 |
26.0 |
1,064 |
|
CAF |
29.7 |
7.1 |
1.5 |
0.3 |
26.8 |
518 |
|
Uppers |
54.1 |
7.6 |
1.5 |
0.2 |
19.6 |
519 |
|
UC East |
31.2 |
3.6 |
2.6 |
0.2 |
20.1 |
518 |
|
Total |
262.2 |
8.8 |
2.7 |
0.2 |
25.3 |
740 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
All |
Total |
844 |
10.0 |
3.6 |
0.3 |
24.9 |
908 |
A summary of additional resources, external to the Mineral Reserves, is shown in Table 16-14. No mining factors, such as dilution or mining recovery, have been applied to these resource figures. Only those resources above a block cut-of of SEK150/t have been evaluated.
These mineral resources have been split into two principal types. The first are those which are considered to be readily accessible according to the current mining methods. The second are those resources which are considered inaccessible according to the current mining methods. The majority of these inaccessible resources are below the bottom-most cut-and-fill lifts, which have already been mined out.
Over 50% of these accessible additional resources are in the hanging wall amphibolite material, which is sitting above the current planned regions of the Western Upper and Western Lower.
45
Adam Wheeler
Table 16-14 Storliden 2005 Mineral Resources, at December 31, 2004
|
Accessible |
Inaccessible |
Total |
||||||||||||
|
Tonnes |
Zn |
Cu |
Au |
Ag |
Tonnes |
Zn |
Cu |
Au |
Ag |
Tonnes |
Zn |
Cu |
Au |
Ag |
|
t x 1000 |
% |
% |
g/t |
g/t |
t x 1000 |
% |
% |
g/t |
g/t |
t x 1000 |
% |
% |
g/t |
g/t |
Measured |
141 |
3.7 |
2.1 |
0.3 |
28.1 |
108 |
2.0 |
2.5 |
0.5 |
34.5 |
250 |
3.0 |
2.3 |
0.4 |
30.9 |
Indicated |
69 |
3.6 |
2.1 |
0.4 |
29.3 |
42 |
1.9 |
2.3 |
0.6 |
38.1 |
110 |
3.0 |
2.2 |
0.5 |
32.6 |
Total |
210 |
3.7 |
2.1 |
0.3 |
28.5 |
150 |
2.0 |
2.4 |
0.5 |
35.5 |
360 |
3.0 |
2.2 |
0.4 |
31.4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Inferred |
15 |
2.7 |
2.4 |
0.6 |
48.1 |
11 |
1.0 |
2.3 |
0.5 |
38.9 |
25 |
2.0 |
2.3 |
0.6 |
44.2 |
N.B. Mineral Resources evaluated using a block cut-off of 150SEK/t. These resources are additional and external to the Mineral Reserves.
17. OTHER RELEVANT DATA AND INFORMATION
17.1 BACKGROUND
The Storliden orebody is approximately 100 metres deep and 400 metres long and has a maximum thickness of 40 metres. Access is via an inclined ramp 900 metres long. The mine has been divided into the West, Central and East Zones.
Given the modest depth below the surface, Storliden is a trackless ramp mining operation, with the ventilation shaft providing a secondary means of egress. The ramp is collared at an elevation of 370 metres and reaches the 290-metre level around section 20000 E (Figure 17-1), a distance of over 900 metres at an average inclination of 9%.
As Figure 17-1 shows, the upper and lower West Zones are accessed from the 290-metre level, while mining of the Central Zone takes place from both the 290-metre and the 275-metre levels. The extension of the 290-metre level to the southeast accesses the East Zone.
Figure 17-2 shows a 3D view of the existing mine, depicting what has been stoped out previous to the end of 2003, and what was stoped out during 2004. Figure 17-3 shows the remaining ore in the current mine plan.
46
Adam Wheeler
Figure 17-1 Storliden Orebody Mine Development Plan
(after Strathcona)
Storliden Orebody Mine Development Plan
47
Adam Wheeler
Figure 17-2 Stoped Material – 2004 and Previously
48
Adam Wheeler
Figure 17-3 Remaining Ore
49
Adam Wheeler
17.2 ENVIRONMENTAL STUDIES An Environmental Impact Assessment (EIA) which incorporated
environmental baseline studies was initiated in 1998 and was prepared by MFG in
Sweden. NAN notes that the preparation of the EIA was based on extensive
consultation with regulatory and planning authorities, and local residents and
authorities.
NAN applied for a mining permit in December, 1998. A
permanent program of environmental monitoring, including surface water sampling,
was put in place prior to initial production.
NAN is responsible for the external environment for the
Storliden operation. As contractor, responsibility for the working environment
and day-to-day environmental management has been delegated to Boliden.
50
Adam Wheeler
18. INTERPRETATION AND CONCLUSIONS A reconciliation exercise was completed for the material mined during 2004.
This gave the results summarised in Table 18-1.
Table 18-1 2004 Reconciliation Results
|
tonnes |
%Zn |
%Cu |
Reserves 31 Dec 2003 |
1,023,000 |
10.4 |
3.7 |
Reserves 31 Dec 2004 |
844,286 |
10.0 |
3.6 |
|
|
|
|
Mined from reserves |
179,802 |
11.6 |
3.8 |
Mined from resources |
58,779 |
3.4 |
2.7 |
Total Mined from Model |
238,581 |
9.5 |
3.5 |
Mined outside model |
28,825 |
2.8 |
1.4 |
Additional dilution |
15,000 |
0.0 |
0.0 |
Stockpile adjustment |
4,841 |
8.3 |
3.1 |
Total Milled |
287,247 |
8.3 |
3.1 |
These results supported both the tonnage and grade estimates available from the geological block model, created at the beginning of 2004. Overall production from the mine, summarised to date, is shown in Table 18-2
Table 18-2 Production Summary
|
tonnes |
%Zn |
%Cu |
milled in 2002 |
131,536 |
11.8 |
3.5 |
milled in 2003 |
333,363 |
11.0 |
4.1 |
milled in 2004 |
287,247 |
8.3 |
3.1 |
total to 31 Dec 2004 |
752,146 |
10.1 |
3.6 |
Comparisons were also favourable with other earlier models, such as the one created by Micon in 2003. Therefore, the conclusion is that this geological block model, and current mine planning methodology, provides a sound basis for the purposes of the resource and reserve estimations described in this report.
51
Adam Wheeler
19. REFERENCES
Wheeler, A., 2004; Storliden Life-Of-Mine Plan Revision. May 2004. 8p.
Wheeler, A., 2004; Storliden Resource and Reserve Estimate to 31st
December 2003. February 27, 2004, 23p.
Wheeler, A. and Dowdell, R. 2004; Storliden Life-Of-Mine Planning Study.
February 29, 2004, 27p.
Bartlett, S. C., 2003; Storliden Mineral Resources to 31st
December 2002. Memo from Micon International to E. F. Posey, President of South
Atlantic Ventures, February 5, 2003, 10p.
Hooley, D. W., 2003; Storliden Mineable Ore Reserves to 31st
December 2002. Memo from Micon International to E. F. Posey, President of South
Atlantic Ventures, March 14, 2003, 5p.
North Atlantic Natural Resources, 2002; North Atlantic Natural Resources AB,
2002 Annual Report, 33p.
Sallert, M. et al, 2003; Resource and Reserve Estimation of
the Storliden Deposit, Boliden AB report to the North Atlantic Natural Resources
AB Joint Venture, March 17, 2003, 16p.
Thalenhorst, H. 2002; Technical Report on Storliden
Copper-Zinc Mine, Skellefte District, Northern Sweden, November, 2002. South
Atlantic Ventures Ltd. Technical Report filed on SEDAR (www.sedar.com) on
December 17, 2002, 45p.
52
Adam Wheeler
20. DATE AND SIGNATURE PAGE
Adam Wheeler
Date
4th March, 2004
53
Adam Wheeler
CERTIFICATES
54
Adam Wheeler
CERTIFICATE OF AUTHOR
As the author of a portion of this report on the Storliden mine, in which
South Atlantic Ventures Ltd. has an interest, I, A. Wheeler do hereby certify
that:
1. I am an independent mining
consultant, based at: Cambrose Farm, 2. I hold the following academic
qualification: B.Sc. (Mining)
Camborne School of Mines 1981 3. I am a registered Chartered
Engineer (C. Eng and Eur. Ing) with the Engineering Council (UK). Reg. no.
371572. 4. I am a member in good standing
of: The Institute of Mining, Metallurgy and Materials
(Member)
5.
I have worked as a mining engineer in the minerals industry for over 22 years. I
have experience with a wide variety of mineral deposits and resource estimation
techniques. 6.
I am familiar with NI 43-101 and, by reason of education, experience and
professional registration, I fulfill the requirements of a Qualified Person as
defined in NI 43-101. My work experience includes 5 years as a mining engineer
in an underground gold mine, 7 years as a mining engineer in the development,
implementation and application of mining and geological software, and 10 years
as an independent mining consultant, involved with evaluation and planning
projects with both open pit and underground mines. 7.
I am responsible for the preparation of Sections 1, 2, 16 and 18 (portions) of
the technical report titled "Technical Report on the Storliden Mine, Sweden" and
dated February, 2004, relating to the Storliden mine. I visited the Storliden
mine site several times during 2004. 55
Redruth,
Cornwall, TR16 4HT,
England.
Tel/Fax: (44) 1209-890733
M.Sc. (Mining Engineering)
Queens's University (Canada) 1982
Adam Wheeler
8.
I am not aware of any material fact, or change in reported information, in
connection with the subject property, not reported or considered by me, the
omission of which makes this report misleading. 9. I am
independent of the parties involved in the transaction for which this report is
required, other than providing consulting services. 10. I consent to the
filing of the report with any Canadian stock exchange or securities regulatory
authority, and any publication by them of the report. Dated this 4th of March, 2005
A.
Wheeler, C.Eng.56
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