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EMH European Metals Holdings Limited

17.50
0.75 (4.48%)
Last Updated: 09:01:46
Delayed by 15 minutes
Share Name Share Symbol Market Type Share ISIN Share Description
European Metals Holdings Limited LSE:EMH London Ordinary Share VGG3191T1021 ORD NPV (DI)
  Price Change % Change Share Price Bid Price Offer Price High Price Low Price Open Price Shares Traded Last Trade
  0.75 4.48% 17.50 17.00 18.00 17.50 16.55 16.75 461,291 09:01:46
Industry Sector Turnover Profit EPS - Basic PE Ratio Market Cap
Miscellaneous Metal Ores,nec 1.12M -5.93M -0.0286 -7.69 45.61M

European Metals Holdings Limited Significant Lithium Grades and Widths Intersected (3353V)

02/11/2017 7:00am

UK Regulatory


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TIDMEMH

RNS Number : 3353V

European Metals Holdings Limited

02 November 2017

For immediate release

2 November 2017

EUROPEAN METALS HOLDINGS LIMITED

SIGNIFICANT LITHIUM GRADES AND WIDTHS INTERSECTED

European Metals Holdings Limited ("European Metals" or "the Company") is pleased to announce the successful completion of its six core-hole infill drilling program at the Cinovec Project. A total of 2,697.1m was completed on time and without loss time accidents. Analytical results for three drillholes in the eastern sector and for two drillholes on the western sector of the of the Cinovec South deposit are reported. Results for hole CIS-4 have previously been reported.

Key Points:

 
 
   *    All six planned infill core drillholes completed for 
        a total of 2,697.1m drilled. 
 
   *    Analytical results confirmed the expected lithium, 
        tin and tungsten contents and mineralization widths. 
 
   *    The results for the two infill drillholes in the 
        western part of the Cinovec South deposit exceed 
        expectations. 
 
   *    Drillhole CIS-9 returned one of the best results of 
        the Company's drilling program to date: 204.6m 
        averaging 0.44% Li2O, (and within it 70m@0.58%Li2O; 
        13m@0.19%Sn, 6m@0.58%Sn, 3m@1.02%Sn and 0.179%W). 
 
   *    Drillhole CIS-8 returned a continuous relatively 
        high-grade lithium mineralization interval that 
        includes multiple zones of tin and tungsten 
        mineralization: 152.5m averaging 0.41% Li2O, (and 
        within it 3m@0.52%Sn, 6m@0.12%Sn and 0.077%W, 
        7m@0.14%Sn). 
 
   *    In the eastern part, the best results are from CIS-7, 
        with 45.5m averaging 0.37% Li2O, and 102m averaging 
        0.31%Li2O, with strong tin and tungsten credits 
        (11m@0.24%Sn and second interval includes 12m@0.17%Sn 
        and 13m@0.16%W). 
 

European Metals CEO Keith Coughlan said "We are very pleased that not only have we competed the planned drilling program on time and within budget, but that the results are excellent, in particular with respect to the two infill drillholes on the western part of the Cinovec South deposit. These drillholes intersected strong lithium mineralization with significant tin and tungsten contents. The results from this drilling will allow the Company to convert additional resources to the Indicated status and further optimize the Cinovec South mine plan. The geological and resource model upgrade is now underway."

Drill Program

The completed six hole drill program at Cinovec South was planned to focus on infill drilling in two areas where data density is low and 'gaps' in the resource model occur. Other goals are expectation of adding high grade resource at Cinovec South in critical areas where mining will start, the addition of resources in unclassified areas, the conversion of resources from Inferred to Indicated category, and delivery of material for metallurgical testing. All six planned diamond core holes have been completed. The fifth hole CIS-8 had to be terminated at 426.2m due to technical causes.

The drill hole information is listed in Table 1 below, and their locations are shown on Figure 1 below:

Table 1 - Completed drillholes, Cinovec South

 
  Hole       North           East       Elevation   Depth   Azimuth    Dip      Comments 
   ID                                      (m)       (m) 
-------  -------------  -------------  ----------  ------  --------  -------  ----------- 
                                                                                Infill, 
 CIS-4    -966605.9(1)   -778582.9(1)      863       448     16.6     -84.6     completed 
-------  -------------  -------------  ----------  ------  --------  -------  ----------- 
                                                                                Infill, 
 CIS-5    -966607.8(1)   -778585.1(1)     862.8     458.8    271.8    -81.28    completed 
-------  -------------  -------------  ----------  ------  --------  -------  ----------- 
                                                                                Infill, 
 CIS-6    -966516.0(1)   -778544.1(1)     866.2      456     28.8     -86.97    completed 
-------  -------------  -------------  ----------  ------  --------  -------  ----------- 
                                                                                Infill, 
 CIS-7    -966454.0(1)   -778655.3(1)     864.4     450.3    223.9    -89.76    completed 
-------  -------------  -------------  ----------  ------  --------  -------  ----------- 
                                                                                Infill, 
 CIS-8    -966570.0(2)   -779163.0(2)      805      426.2    347.6    -69.69    completed 
-------  -------------  -------------  ----------  ------  --------  -------  ----------- 
                                                                                Infill, 
 CIS-9    -966570.0(2)   -779163.0(2)      805      457.8    37.20    -61.18    completed 
-------  -------------  -------------  ----------  ------  --------  -------  ----------- 
 

Hole locations are recorded in the local S-JTSK Krovak grid, (1) Coordinates surveyed (2)

(Please refer to the announcement on the European Metals Website for Figure 1 - Plan view with projected resource blocks, EMH completed drill holes - www.europeanmet.com.)

After geological logging, drill core is cut in half with a diamond saw. Quarter core samples are selected (honouring geological boundaries) and dispatched to ALS (Romania) for preparation and assay; the 3/4 of the core is returned to the core box and stored securely on site. Samples are being prepared and analysed by ALS using ICP and XRF techniques following standard industry practice for lithium and tin deposits. Strict QAQC protocols are observed, including the insertion of a Li standard in random fashion for every 10 core samples.

Mineralized Intercepts and Lithology

The three reported drillholes in the eastern part are collared in the overlying rhyolite of the Cinovec South deposit. The Li-mineralized greisen and greisenised granite start immediately bellow the rhyolite/granite contact at a depth of 256.7m (CIS-5), 295m (CIS-6) and 228.7m (CIS-7).

Based on observations from core and analytical results, the lithium mineralization in the eastern part of Cinovec South is broadly correlated with greisenisation of granite, forming two zones. In drillholes CIS-5 and CIS-6, the upper zone is about 130m wide, and the lower about 45m wide, while in drillhole CIS-7 the relationship is opposite, with the lower zone wide about 102m. The greisenisation interval in this drillhole can be also interpreted as a single one, with the two zones merging at the eastern edge of the deposit. The mineralization in the eastern part of Cinovec South is characteristic by relatively strong enrichment in Sn and W, starting immediately at the rhyolite-granite contact and sharply terminating at about 51 to 111m below the contact. If no Sn cutoff is applied, the anomalous interval grades are: 107.3m@0.06% Sn (CIS-5), 51m@0.05% Sn (CIS-6) and 111.3m@0.07% Sn (CIS-7). This interval includes economic grades in relatively long intervals (see Tables below), and while the best grades are generally related to greisen alteration, they can be also related to albite granite.

The bottom of the lithium mineralization is marked by a sharp decrease of zinnwaldite and the presence of the so-called low-mica granite.

The greisens are more abundant in the upper part of the lithium enriched zones. The major mineralized intercepts are 130.3m@0.3% Li(2) O (CIS-5), 83m@0.28% Li(2) O (CIS-6) and 102m@0.31% Li(2) O (CIS-7). The intervals were calculated at a 0.2% Li(2) O cutoff, with maximum internal waste (marginally below the cutoff grade) of 4m.

The Tables below provide summary of the results. According to the geological and block model the greisen bodies (and the mineralized zones) dip shallowly to the south, although this fact could not be fully confirmed by core angles observations in the core. The three drillholes were drilled with dip -81.28 (CIS-5), -86.97 (CIS-6) and -89.76 (CIS-7), so the reported intercepts appear close to true thicknesses.

Table 2 Mineralised intercepts in CIS-5

 
                                     CIS-5 
------------------------------------------------------------------------------- 
 From     To     Interval   Li(2)     Sn    W (%)              Note 
                    (m)      O (%)    (%) 
------  ------  ---------  -------  -----  ------  ---------------------------- 
                                                       incl. 3.0m@0.45%Li(2) 
                                                          O (341-344m) and 
                                                          0.6m@1.2%Li(2) O 
 265.7    396     130.3      0.30    0.05   0.005          (371.5-372.1m) 
------  ------  ---------  -------  -----  ------  ---------------------------- 
  274     279       5        0.35    0.11   0.001 
------  ------  ---------  -------  -----  ------  ---------------------------- 
  284     285       1        0.25    0.11   0.007 
------  ------  ---------  -------  -----  ------  ---------------------------- 
                                                        incl. 2.0m@0.27%Sn 
                                                     (305-306m) and 1.0m@0.07%W 
  299     314       15       0.28    0.13   0.015            (306-307m) 
------  ------  ---------  -------  -----  ------  ---------------------------- 
  329     331       2        0.28    0.10   0.002 
------  ------  ---------  -------  -----  ------  ---------------------------- 
  340     341       1        0.32    0.11   0.001 
------  ------  ---------  -------  -----  ------  ---------------------------- 
  368    369.5     1.5       0.32    0.14   0.001 
------  ------  ---------  -------  -----  ------  ---------------------------- 
                                                      incl. 15.0m@0.41%Li(2) 
 405.5    446      40.5      0.30    0.00   0.001           O (415-430m) 
------  ------  ---------  -------  -----  ------  ---------------------------- 
 

Table 3 Mineralised intercepts in CIS-6

 
                                   CIS-6 
-------------------------------------------------------------------------- 
 From     To     Interval   Li(2)     Sn    W (%)            Note 
                    (m)      O (%)    (%) 
------  ------  ---------  -------  -----  ------  ----------------------- 
                                                    incl. 11.4m@0.42%Li(2) 
                                                      O (299-310.4m) and 
                                                       7.0m@0.37%Li(2) O 
  295     378       83       0.28    0.03   0.010         (359-366m) 
------  ------  ---------  -------  -----  ------  ----------------------- 
  299     304       5        0.45    0.13   0.058 
------  ------  ---------  -------  -----  ------  ----------------------- 
 299.8   302.8      3        0.58    0.10   0.095 
------  ------  ---------  -------  -----  ------  ----------------------- 
  320     321       1        0.29    0.18   0.041 
------  ------  ---------  -------  -----  ------  ----------------------- 
  383     418       35       0.30    0.00   0.001 
------  ------  ---------  -------  -----  ------  ----------------------- 
 

Table 4 Mineralised intercepts in CIS-7

 
                                     CIS-7 
------------------------------------------------------------------------------ 
 From     To     Interval   Li(2)     Sn    W (%)              Note 
                    (m)      O (%)    (%) 
------  ------  ---------  -------  -----  ------  --------------------------- 
  245     252       7        0.25    0.03   0.001 
------  ------  ---------  -------  -----  ------  --------------------------- 
                                                       incl. 15m@0.54%Li(2) 
                                                         O (271-286m) and 
                                                          4m@0.78%Li(2) O 
  266    311.5     45.5      0.37    0.11   0.019           (281-285m) 
------  ------  ---------  -------  -----  ------  --------------------------- 
                                                         incl. 3m@0.58%Sn 
  271     282       11       0.50    0.24   0.003           (271-274m) 
------  ------  ---------  -------  -----  ------  --------------------------- 
  272     273       1        0.64    0.89   0.054 
------  ------  ---------  -------  -----  ------  --------------------------- 
  281     282       1        0.94    0.25   0.101 
------  ------  ---------  -------  -----  ------  --------------------------- 
  289     294       5        0.36    0.17   0.002 
------  ------  ---------  -------  -----  ------  --------------------------- 
  301     302       1        0.26    0.14   0.001 
------  ------  ---------  -------  -----  ------  --------------------------- 
 310.5   311.5      1        0.66    0.01   0.483 
------  ------  ---------  -------  -----  ------  --------------------------- 
                                                       incl. 4m@0.42%Li(2) 
                                                           O (370-374m), 
                                                          6m@0.49%Li(2) O 
                                                          (387-393m) and 
  319     421      102       0.31    0.03   0.013     4m@0.41%Li2O (407-411m) 
------  ------  ---------  -------  -----  ------  --------------------------- 
  324     337       13       0.28    0.16   0.085   incl. 4m@0.16%W (325-329m) 
------  ------  ---------  -------  -----  ------  --------------------------- 
 

In the western part of the Cinovec South deposit, the drillholes CIS-8 and CIS-9 were collared in the overlying rhyolite at the western segment of the Cinovec South deposit. In CIS-8 the contact between the rhyolite and granite, marked by a 30cm wide pegmatite, was intersected at 154.2m depth of the drill string. From 154.2m to 230.85 m, mostly albite granite, with zones of hematite and greisenized granite, was intercepted. From 230.85m, the greisen style alteration increases and the interval 154.2m to 398m is formed by greisenized granite, locally including zones of greisen. This lithologic interval is broadly coincident with the strongest lithium, tin and tungsten mineralization, with the latter two spatially correlated to strongest greisen-style alteration. A mixed zone of albite granite and greisenised granite comprises the bottom of the drillhole, from 398m to EOH at 426.2m. The lithologies in CIS-9 are similar: rhyolite contact at 136m depth of drill string, albite granite, locally hematised, from 136 to 234, at 234 m onset of greisen-style mineralization to a depth of 437.6m (greisenised granite, locally greisen zone). Albite granite is prevalent in the bottom of the drillhole, from 438 to T.D. at 457.8m.

The mineralized intercept in CIS-8 of 197.2m@0.37 Li(2) O can be subdivided into two segments. The upper one, 152.5m@0.41% Li(2) O and tin/tungsten enrichment, is broadly coincident with higher degree of greisen-style alteration, whereas the lower part, with abundant albite granite, is of lower lithium grade and no appreciable tin ad tungsten (39.7m@0.25%Li(2) O).

In CIS-9 the lithium mineralised interval 204.6m@0.44%Li(2) O is also spatially related to greisen-style alteration of the host granite. The interval contains two higher lithium grade segments and several tin and tungsten discrete zones that are not always directly correlated with the degree of greisenisation, as is the case with lithium.

Table 5 Mineralised intercepts in CIS-8

 
 CIS-8 
--------------------------------------------------------------------------------- 
 From   To      Interval   Li(2)    Sn     W (%)   Note 
                 (m)        O (%)    (%) 
-----  ------  ---------  -------  -----  ------  ------------------------------- 
                                                   incl. 152.5m@0.41%Li2O, 
                                                    0.05%Sn, 0.01%W (234-286.6m); 
                                                    3.7m@0.74%Li(2) O 
                                                    (246-249.7m), 24m@0.52%Li(2) 
                                                    O (299-323m), 2m@0.66%Li(2) 
                                                    O (361-363m) and 
 229    426.2   197.2      0.37     0.04   0.008    2m@1.37Li(2) O (384.5-386.5m) 
-----  ------  ---------  -------  -----  ------  ------------------------------- 
                                                   incl. 1m@1.35%Sn 
 234    237     3          0.51     0.52   0.045    (236-237m) 
-----  ------  ---------  -------  -----  ------  ------------------------------- 
 236    237     1          0.74     1.35   0.119 
-----  ------  ---------  -------  -----  ------  ------------------------------- 
 246    252     6          0.62     0.12   0.077 
-----  ------  ---------  -------  -----  ------  ------------------------------- 
 249    256     7          0.47     0.14   0.048 
-----  ------  ---------  -------  -----  ------  ------------------------------- 
 267    269     2          0.45     0.33   0.043 
-----  ------  ---------  -------  -----  ------  ------------------------------- 
 268    269     1          0.38     0.10   0.074 
-----  ------  ---------  -------  -----  ------  ------------------------------- 
                                                   incl. 1m@1.03%Sn 
 279    284     5          0.40     0.60   0.085    (279-280m) 
-----  ------  ---------  -------  -----  ------  ------------------------------- 
 Cut-off: 0.2%Li(2) O, 0.1%Sn, 0.05%W 
--------------------------------------------------------------------------------- 
 

Table 6 Mineralised intercepts in CIS-9

 
 CIS-9 
----------------------------------------------------------------------- 
 From    To     Interval   Li(2)     Sn    W (%)   Note 
                   (m)      O (%)    (%) 
-----  ------  ---------  -------  -----  ------  --------------------- 
                                                   incl. 15m@0.64%Li(2) 
                                                    O (235-250m) and 
                                                    70m@0.58%Li(2) O 
 233    437.6    204.6      0.44    0.04   0.009    (270-340m) 
-----  ------  ---------  -------  -----  ------  --------------------- 
 241     254       13       0.62    0.19   0.025 
-----  ------  ---------  -------  -----  ------  --------------------- 
                                                   incl. 3m@1.02%Sn 
 266     272       6        0.43    0.58   0.107    (268-271m) 
-----  ------  ---------  -------  -----  ------  --------------------- 
 268     271       3        0.46    1.02   0.179 
-----  ------  ---------  -------  -----  ------  --------------------- 
 279     284       5        0.62    0.11   0.008 
-----  ------  ---------  -------  -----  ------  --------------------- 
 285     287       2        0.62    0.03   0.077 
-----  ------  ---------  -------  -----  ------  --------------------- 
 Cut-off: 0.2%Li(2) O, 0.1%Sn, 0.05%W 
----------------------------------------------------------------------- 
 

As required under the 2012 JORC Code, details of the current drill program are appended (Table 1).

CZECH ELECTION RESULTS

The Company notes the results of the recent elections held in the Czech Republic and the debate regarding development of lithium assets within the country leading into the elections. As the sole holder of exploration permits and preliminary mining permits with the preferential right of mining over the Cinovec Project, the Company looks forward to continuing the previous positive engagements with the new Government, once formed, and to rapidly advance development of the project to the mutual benefit of all stakeholders.

BACKGROUND INFORMATION ON CINOVEC

PROJECT OVERVIEW

Cinovec Lithium/Tin Project

European Metals, through its wholly owned Subsidiary, Geomet s.r.o., controls the mineral exploration licenses awarded by the Czech State over the Cinovec Lithium/Tin Project. Cinovec hosts a globally significant hard rock lithium deposit with a total Indicated Mineral Resource of 348Mt @ 0.45% Li(2) O and 0.04% Sn and an Inferred Mineral Resource of 309Mt @ 0.39% Li(2) O and 0.04% Sn containing a combined 7.0 million tonnes Lithium Carbonate Equivalent and 263kt of tin. An initial Probable Ore Reserve of 34.5Mt @ 0.65% Li2O and 0.09% Sn has been declared to cover the first 20 years mining at an output of 20,800tpa of lithium carbonate.

This makes Cinovec the largest lithium deposit in Europe, the fourth largest non-brine deposit in the world and a globally significant tin resource.

The deposit has previously had over 400,000 tonnes of ore mined as a trial sub-level open stope underground mining operation.

EMH has completed a Preliminary Feasibility Study, conducted by specialist independent consultants, which indicated a return post tax NPV of USD540m and an IRR of 21%. It confirmed the deposit is be amenable to bulk underground mining. Metallurgical test work has produced both battery grade lithium carbonate and high-grade tin concentrate at excellent recoveries. Cinovec is centrally located for European end-users and is well serviced by infrastructure, with a sealed road adjacent to the deposit, rail lines located 5 km north and 8 km south of the deposit and an active 22 kV transmission line running to the historic mine. As the deposit lies in an active mining region, it has strong community support.

The economic viability of Cinovec has been enhanced by the recent strong increase in demand for lithium globally, and within Europe specifically.

CONTACT

For further information on this update or the Company generally, please visit our website at www. http://europeanmet.com or contact:

Mr. Keith Coughlan

Managing Director

COMPETENT PERSON

Information in this release that relates to exploration results is based on information compiled by Dr Pavel Reichl. Dr Reichl is a Certified Professional Geologist (certified by the American Institute of Professional Geologists), a member of the American Institute of Professional Geologists, a Fellow of the Society of Economic Geologists and is a Competent Person as defined in the 2012 edition of the Australasian Code for Reporting of Exploration Results, Mineral Resources and Ore Reserves and a Qualified Person for the purposes of the AIM Guidance Note on Mining and Oil & Gas Companies dated June 2009. Dr Reichl consents to the inclusion in the release of the matters based on his information in the form and context in which it appears. Dr Reichl holds CDIs in European Metals.

The information in this release that relates to Mineral Resources and Exploration Targets has been compiled by Mr Lynn Widenbar. Mr Widenbar, who is a Member of the Australasian Institute of Mining and Metallurgy, is a full time employee of Widenbar and Associates and produced the estimate based on data and geological information supplied by European Metals. Mr Widenbar has sufficient experience that is relevant to the style of mineralisation and type of deposit under consideration and to the activity that he is undertaking to qualify as a Competent Person as defined in the JORC Code 2012 Edition of the Australasian Code for Reporting of Exploration Results, Minerals Resources and Ore Reserves. Mr Widenbar consents to the inclusion in this report of the matters based on his information in the form and context that the information appears.

CAUTION REGARDING FORWARD LOOKING STATEMENTS

Information included in this release constitutes forward-looking statements. Often, but not always, forward looking statements can generally be identified by the use of forward looking words such as "may", "will", "expect", "intend", "plan", "estimate", "anticipate", "continue", and "guidance", or other similar words and may include, without limitation, statements regarding plans, strategies and objectives of management, anticipated production or construction commencement dates and expected costs or production outputs.

Forward looking statements inherently involve known and unknown risks, uncertainties and other factors that may cause the company's actual results, performance and achievements to differ materially from any future results, performance or achievements. Relevant factors may include, but are not limited to, changes in commodity prices, foreign exchange fluctuations and general economic conditions, increased costs and demand for production inputs, the speculative nature of exploration and project development, including the risks of obtaining necessary licences and permits and diminishing quantities or grades of reserves, political and social risks, changes to the regulatory framework within which the company operates or may in the future operate, environmental conditions including extreme weather conditions, recruitment and retention of personnel, industrial relations issues and litigation.

Forward looking statements are based on the company and its management's good faith assumptions relating to the financial, market, regulatory and other relevant environments that will exist and affect the company's business and operations in the future. The company does not give any assurance that the assumptions on which forward looking statements are based will prove to be correct, or that the company's business or operations will not be affected in any material manner by these or other factors not foreseen or foreseeable by the company or management or beyond the company's control.

Although the company attempts and has attempted to identify factors that would cause actual actions, events or results to differ materially from those disclosed in forward looking statements, there may be other factors that could cause actual results, performance, achievements or events not to be as anticipated, estimated or intended, and many events are beyond the reasonable control of the company. Accordingly, readers are cautioned not to place undue reliance on forward looking statements. Forward looking statements in these materials speak only at the date of issue. Subject to any continuing obligations under applicable law or any relevant stock exchange listing rules, in providing this information the company does not undertake any obligation to publicly update or revise any of the forward looking statements or to advise of any change in events, conditions or circumstances on which any such statement is based.

LITHIUM CLASSIFICATION AND CONVERSION FACTORS

Lithium grades are normally presented in percentages or parts per million (ppm). Grades of deposits are also expressed as lithium compounds in percentages, for example as a percent lithium oxide (Li(2) O) content or percent lithium carbonate (Li(2) CO(3) ) content.

Lithium carbonate equivalent ("LCE") is the industry standard terminology for, and is equivalent to, Li(2) CO(3) . Use of LCE is to provide data comparable with industry reports and is the total equivalent amount of lithium carbonate, assuming the lithium content in the deposit is converted to lithium carbonate, using the conversion rates in the table included below to get an equivalent Li(2) CO(3) value in percent. Use of LCE assumes 100% recovery and no process losses in the extraction of Li(2) CO(3) from the deposit.

Lithium resources and reserves are usually presented in tonnes of LCE or Li.

The standard conversion factors are set out in the table below:

Table: Conversion Factors for Lithium Compounds and Minerals

 
 Convert from                  Convert   Convert     Convert to 
                                to Li     to Li(2)    Li(2) CO(3) 
                                          O 
-------------------  -------  --------  ----------  ------------- 
 Lithium              Li       1.000     2.153       5.324 
                      Li(2) 
 Lithium Oxide         O       0.464     1.000       2.473 
                      Li(2) 
 Lithium Carbonate     CO3     0.188     0.404       1.000 
-------------------  -------  --------  ----------  ------------- 
 

WEBSITE

A copy of this announcement is available from the Company's website at www.europeanmet.com.

TECHNICAL GLOSSARY

The following is a summary of technical terms:

 
 "ball and rod            Indicies that provide an assessment 
  indices"                 of the energy required to grind 
                           one tonne of material in a ball 
                           or rod mill 
 "carbonate"              refers to a carbonate mineral such 
                           as calcite, CaCO(3) 
 "comminution"            The crushing and/or grinding of 
                           material to a smaller scale 
 "cut-off grade"          lowest grade of mineralised material 
                           considered economic, used in the 
                           calculation of Mineral Resources 
 "deposit"                coherent geological body such as 
                           a mineralised body 
 "exploration"            method by which ore deposits are 
                           evaluated 
 "flotation"              selectively separating hydrophobic 
                           materials from hydrophilic materials 
                           to upgrade the concentration of 
                           valuable minerals 
 "g/t"                    gram per metric tonne 
 "grade"                  relative quantity or the percentage 
                           of ore mineral or metal content 
                           in an ore body 
 "heavy liquid            is based on the fact that different 
  separation"              minerals have different densities. 
                           Thus, if a mixture of minerals 
                           with different densities can be 
                           placed in a liquid with an intermediate 
                           density, the grains with densities 
                           less than that of the liquid will 
                           float and grains with densities 
                           greater than the liquid will sink 
 "Indicated"              as defined in the JORC and SAMREC 
  or "Indicated            Codes, is that part of a Mineral 
  Mineral Resource"        Resource which has been sampled 
                           by drill holes, underground openings 
                           or other sampling procedures at 
                           locations that are too widely spaced 
                           to ensure continuity but close 
                           enough to give a reasonable indication 
                           of continuity and where geoscientific 
                           data are known with a reasonable 
                           degree of reliability. An Indicated 
                           Mineral Resource will be based 
                           on more data and therefore will 
                           be more reliable than an Inferred 
                           Mineral Resource estimate 
 "Inferred" or            as defined in the JORC and SAMREC 
  "Inferred Mineral        Codes, is that part of a Mineral 
  Resource"                Resource for which the tonnage 
                           and grade and mineral content can 
                           be estimated with a low level of 
                           confidence. It is inferred from 
                           the geological evidence and has 
                           assumed but not verified geological 
                           and/or grade continuity. It is 
                           based on information gathered through 
                           the appropriate techniques from 
                           locations such as outcrops, trenches, 
                           pits, working and drill holes which 
                           may be limited or of uncertain 
                           quality and reliability 
 "JORC Code"              Joint Ore Reserve Committee Code; 
                           the Committee is convened under 
                           the auspices of the Australasian 
                           Institute of Mining and Metallurgy 
 "kt"                     thousand tonnes 
 "LCE"                    the total equivalent amount of 
                           lithium carbonate (see explanation 
                           above entitled Explanation of Lithium 
                           Classification and Conversion Factors) 
 "lithium"                a soft, silvery-white metallic 
                           element of the alkali group, the 
                           lightest of all metals 
 "lithium carbonate"      the lithium salt of carbonate with 
                           the formula Li(2) CO(3) 
 "magnetic separation"    is a process in which magnetically 
                           susceptible material is extracted 
                           from a mixture using a magnetic 
                           force 
 "metallurgical"          describing the science concerned 
                           with the production, purification 
                           and properties of metals and their 
                           applications 
 "Mineral Resource"       a concentration or occurrence of 
                           material of intrinsic economic 
                           interest in or on the Earth's crust 
                           in such a form that there are reasonable 
                           prospects for the eventual economic 
                           extraction; the location, quantity, 
                           grade geological characteristics 
                           and continuity of a mineral resource 
                           are known, estimated or interpreted 
                           from specific geological evidence 
                           and knowledge; mineral resources 
                           are sub-divided into Inferred, 
                           Indicated and Measured categories 
 "mineralisation"         process of formation and concentration 
                           of elements and their chemical 
                           compounds within a mass or body 
                           of rock 
 "Mt"                     million tonnes 
 "optical microscopy"     the determination of minerals by 
                           observation through an optical 
                           microscope 
 "ppm"                    parts per million 
 "recovery"               proportion of valuable material 
                           obtained in the processing of an 
                           ore, stated as a percentage of 
                           the material recovered compared 
                           with the total material present 
 "resources"              Measured: a mineral resource intersected 
                           and tested by drill holes, underground 
                           openings or other sampling procedures 
                           at locations which are spaced closely 
                           enough to confirm continuity and 
                           where geoscientific data are reliably 
                           known; a measured mineral resource 
                           estimate will be based on a substantial 
                           amount of reliable data, interpretation 
                           and evaluation which allows a clear 
                           determination to be made of shapes, 
                           sizes, densities and grades. Indicated: 
                           a mineral resource sampled by drill 
                           holes, underground openings or 
                           other sampling procedures at locations 
                           too widely spaced to ensure continuity 
                           but close enough to give a reasonable 
                           indication of continuity and where 
                           geoscientific data are known with 
                           a reasonable degree of reliability; 
                           an indicated resource will be based 
                           on more data, and therefore will 
                           be more reliable than an inferred 
                           resource estimate. Inferred: a 
                           mineral resource inferred from 
                           geoscientific evidence, underground 
                           openings or other sampling procedures 
                           where the lack of data is such 
                           that continuity cannot be predicted 
                           with confidence and where geoscientific 
                           data may not be known with a reasonable 
                           level of reliability 
 "SAGability"             testing material to investigate 
                           its performance in a semi-autonomous 
                           grinding mill 
 "spiral concentration"   a process that utilises the differential 
                           density of materials to concentrate 
                           valuable minerals 
 "stope"                  underground excavation within the 
                           orebody where the main production 
                           takes place 
 "t"                      a metric tonne 
 "tin"                    A tetragonal mineral, rare; soft; 
                           malleable: bluish white, found 
                           chiefly in cassiterite, SnO(2) 
 "treatment"              Physical or chemical treatment 
                           to extract the valuable metals/minerals 
 "tungsten"               hard, brittle, white or grey metallic 
                           element. Chemical symbol, W; also 
                           known as wolfram 
 "W"                      chemical symbol for tungsten 
 

ADDITIONAL GEOLOGICAL TERMS

 
 "apical"        relating to, or denoting an apex 
 "cassiterite"   A mineral, tin dioxide, SnO2. Ore 
                  of tin with specific gravity 7 
 "cupola"        A dome-shaped projection at the 
                  top of an igneous intrusion 
 "dip"           the true dip of a plane is the angle 
                  it makes with the horizontal plane 
 "granite"       coarse-grained intrusive igneous 
                  rock dominated by light-coloured 
                  minerals, consisting of about 50% 
                  orthoclase, 25% quartz and balance 
                  of plagioclase feldspars and ferromagnesian 
                  silicates 
 "greisen"       A pneumatolitically altered granitic 
                  rock composed largely of quartz, 
                  mica, and topaz. The mica is usually 
                  muscovite or lepidolite. Tourmaline, 
                  fluorite, rutile, cassiterite, and 
                  wolframite are common accessory 
                  minerals 
 "igneous"       said of a rock or mineral that solidified 
                  from molten or partly molten material, 
                  i.e., from a magma 
 "muscovite"     also known as potash mica; formula: 
                  KAl(2) (AlSi(3) O(10) )(F,OH)(2) 
                  . 
 "quartz"        a mineral composed of silicon dioxide, 
                  SiO2 
 "rhyolite"      An igneous, volcanic rock of felsic 
                  (silica rich) composition. Typically 
                  >69% SiO(2) 
 "vein"          a tabular deposit of minerals occupying 
                  a fracture, in which particles may 
                  grow away from the walls towards 
                  the middle 
 "wolframite"    A mineral, (Fe,Mn)WO(4) ; within 
                  the huebnerite-ferberite series 
 "zinnwaldite"   A mineral, KLiFeAl(AlSi(3) )O(10) 
                  (F,OH)(2) ; mica group; basal cleavage; 
                  pale violet, yellowish or greyish 
                  brown; in granites, pegmatites, 
                  and greisens 
 

ENQUIRIES:

 
 European Metals Holdings            Tel: +61 (0) 419 996 
  Limited                             333 
  Keith Coughlan, Chief               Email: keith@europeanmet.com 
  Executive Officer                   Tel: +44 (0) 20 7440 
  Kiran Morzaria, Non-Executive       0647 
  Director                            Tel: +61 (0) 6141 3500 
  Julia Beckett, Company              Email: julia@europeanmet.com 
  Secretary 
 Beaumont Cornish (Nomad            Tel: +44 (0) 20 7628 
  & Broker)                          3396 
  Michael Cornish                    Email: corpfin@b-cornish.co.uk 
  Roland Cornish 
 

The information contained within this announcement is considered to be inside information, for the purposes of Article 7 of EU Regulation 596/2014, prior to its release.

JORC Code, 2012 Edition - Table 1

Section 1 Sampling Techniques and Data

 
 Criteria       JORC Code explanation                                         Commentary 
 Sampling 
 techniques      *    Nature and quality of sampling (eg cut channels,         *    In 2014, the Company commenced a core drilling 
                      random chips, or specific specialised industry                program and collected samples from core splits in 
                      standard measurement tools appropriate to the                 line with JORC Code guidelines. 
                      minerals under investigation, such as down hole gamma 
                      sondes, or handheld XRF instruments, etc). These 
                      examples should not be taken as limiting the broad       *    Sample intervals honour geological or visible 
                      meaning of sampling.                                          mineralization boundaries and vary between 50cm and 2 
                                                                                    m. Majority of samples is 1 m in length 
 
                 *    Include reference to measures taken to ensure sample 
                      representivity and the appropriate calibration of any    *    The samples are half or quarter of core; the latter 
                      measurement tools or systems used.                            applied for large diameter core. 
 
 
                 *    Aspects of the determination of mineralisation that      *    Between 1952 and 1989, the Cinovec deposit was 
                      are Material to the Public Report.                            sampled in two ways: in drill core and underground 
                                                                                    channel samples. 
 
                 *    In cases where 'industry standard' work has been done 
                      this would be relatively simple (eg 'reverse             *    Channel samples, from drift ribs and faces, were 
                      circulation drilling was used to obtain 1 m samples           collected during detailed exploration between 1952 
                      from which 3 kg was pulverised to produce a 30 g              and 1989 by Geoindustria n.p. and Rudne Doly n.p., 
                      charge for fire assay'). In other cases more                  both Czechoslovak State companies. Sample length was 
                      explanation may be required, such as where there is           1 m, channel 10x5cm, sample mass about 15kg. Up to 
                      coarse gold that has inherent sampling problems.              1966, samples were collected using hammer and chisel; 
                      Unusual commodities or mineralisation types (eg               from 1966 a small drill (Holman Hammer) was used. 
                      submarine nodules) may warrant disclosure of detailed         14179 samples were collected and transported to a 
                      information.                                                  crushing facility. 
 
 
                                                                               *    Core and channel samples were crushed in two steps: 
                                                                                    to -5mm, then to -0.5mm. 100g splits were obtained 
                                                                                    and pulverized to -0.045mm for analysis. 
 Drilling 
 techniques       *    Drill type (eg core, reverse circulation, open-hole     *    In 2014, three core holes were drilled for a total of 
                       hammer, rotary air blast, auger, Bangka, sonic, etc)         940.1m. In 2015, six core holes were drilled for a 
                       and details (eg core diameter, triple or standard            total of 2,455.0m. In 2016, eight core holes were 
                       tube, depth of diamond tails, face-sampling bit or           drilled for a total of 2,795.6m. 
                       other type, whether core is oriented and if so, by 
                       what method, etc). 
                                                                               *    In 2014 and 2015, the core size was HQ3 (60mm 
                                                                                    diameter) in upper parts of holes; in deeper sections 
                                                                                    the core size was reduced to NQ3 (44mm diameter). 
                                                                                    Core recovery was high (average 98%). In 2016 up to 
                                                                                    four drill rigs were used, and select holes employed 
                                                                                    PQ sized core for upper parts of the drillholes. 
 
 
                                                                               *    Historically only core drilling was employed, either 
                                                                                    from surface or from underground. 
 
 
                                                                               *    Surface drilling: 80 holes, total 30,340 meters; 
                                                                                    vertical and inclined, maximum depth 1596m 
                                                                                    (structural hole). Core diameters from 220mm near 
                                                                                    surface to 110 mm at depth. Average core recovery 
                                                                                    89.3%. 
 
 
                                                                               *    Underground drilling: 766 holes for 53,126m; 
                                                                                    horizontal and inclined. Core diameter 46mm; drilled 
                                                                                    by Craelius XC42 or DIAMEC drills. 
 Drill sample 
 recovery        *    Method of recording and assessing core and chip          *    Core recovery for historical surface drill holes was 
                      sample recoveries and results assessed.                       recorded on drill logs and entered into the database. 
 
 
                 *    Measures taken to maximise sample recovery and ensure    *    No correlation between grade and core recovery was 
                      representative nature of the samples.                         established. 
 
 
                 *    Whether a relationship exists between sample recovery 
                      and grade and whether sample bias may have occurred 
                      due to preferential loss/gain of fine/coarse 
                      material. 
 Logging 
                  *    Whether core and chip samples have been geologically    *    In 2014-2016, core descriptions were recorded into 
                       and geotechnically logged to a level of detail to            paper logging forms by hand and later entered into an 
                       support appropriate Mineral Resource estimation,             Excel database. 
                       mining studies and metallurgical studies. 
 
                                                                               *    Core was logged in detail historically in a facility 
                  *    Whether logging is qualitative or quantitative in            6 km from the mine site. The following features were 
                       nature. Core (or costean, channel, etc) photography.         logged and recorded in paper logs: lithology, 
                                                                                    alteration (including intensity divided into weak, 
                                                                                    medium and strong/pervasive), and occurrence of ore 
                  *    The total length and percentage of the relevant              minerals expressed in %, macroscopic description of 
                       intersections logged.                                        congruous intervals and structures and core recovery. 
 Sub-sampling 
 techniques       *    If core, whether cut or sawn and whether quarter,       *    In 2014-16, core was washed, geologically logged, 
 and sample            half or all core taken.                                      sample intervals determined and marked then the core 
 preparation                                                                        was cut in half. In 2016 larger core was cut in half 
                                                                                    and one half was cut again to obtain a quarter core 
                  *    If non-core, whether riffled, tube sampled, rotary           sample. One half or one quarter samples was delivered 
                       split, etc and whether sampled wet or dry.                   to ALS Global for assaying after duplicates, blanks 
                                                                                    and standards were inserted in the sample stream. The 
                                                                                    remaining drill core is stored on site for reference. 
                  *    For all sample types, the nature, quality and 
                       appropriateness of the sample preparation technique. 
                                                                               *    Sample preparation was carried out by ALS Global in 
                                                                                    Romania, using industry standard techniques 
                  *    Quality control procedures adopted for all                   appropriate for the style of mineralisation 
                       sub-sampling stages to maximise representivity of            represented at Cinovec. 
                       samples. 
 
                                                                               *    Historically, core was either split or consumed 
                  *    Measures taken to ensure that the sampling is                entirely for analyses. 
                       representative of the in situ material collected, 
                       including for instance results for field 
                       duplicate/second-half sampling.                         *    Samples are considered to be representative. 
 
 
                  *    Whether sample sizes are appropriate to the grain       *    Sample size and grains size are deemed appropriate 
                       size of the material being sampled.                          for the analytical techniques used. 
 Quality of 
 assay data      *    The nature, quality and appropriateness of the           *    In 2014-16, core samples were assayed by ALS Global. 
 and                  assaying and laboratory procedures used and whether           The most appropriate analytical methods were 
 laboratory           the technique is considered partial or total.                 determined by results of tests for various analytical 
 tests                                                                              techniques. 
 
                 *    For geophysical tools, spectrometers, handheld XRF 
                      instruments, etc, the parameters used in determining     *    The following analytical methods were chosen: ME-MS81 
                      the analysis including instrument make and model,             (lithium borate fusion or 4 acid digest, ICP-MS 
                      reading times, calibrations factors applied and their         finish) for a suite of elements including Sn and W 
                      derivation, etc.                                              and ME-4ACD81 (4 acid digest, ICP-AES finish) 
                                                                                    additional elements including lithium. 
 
                 *    Nature of quality control procedures adopted (eg 
                      standards, blanks, duplicates, external laboratory       *    About 40% of samples were analysed by ME-MS81d 
                      checks) and whether acceptable levels of accuracy (ie         (ME-MS81 plus whole rock package). Samples with over 
                      lack of bias) and precision have been established.            1% tin are analysed by XRF. Samples over 1% lithium 
                                                                                    were analysed by Li-OG63 (four acid and ICP finish). 
 
 
                                                                               *    Standards, blanks and duplicates were inserted into 
                                                                                    the sample stream. Initial tin standard results 
                                                                                    indicated possible downgrading bias; the laboratory 
                                                                                    repeated the analysis with satisfactory results. 
 
 
                                                                               *    Historically, tin content was measured by XRF and 
                                                                                    using wet chemical methods. W and Li were analysed by 
                                                                                    spectral methods. 
 
 
                                                                               *    Analytical QA was internal and external. The former 
                                                                                    subjected 5% of the sample to repeat analysis in the 
                                                                                    same facility. 10% of samples were analysed in 
                                                                                    another laboratory, also located in Czechoslovakia. 
                                                                                    The QA/QC procedures were set to the State norms and 
                                                                                    are considered adequate. It is unknown whether 
                                                                                    external standards or sample duplicates were used. 
 
 
                                                                               *    Overall accuracy of sampling and assaying was proved 
                                                                                    later by test mining and reconciliation of mined and 
                                                                                    analysed grades. 
 Verification 
 of sampling     *    The verification of significant intersections by          *    During the 2014-16 drill campaigns the Company 
 and assaying         either independent or alternative company personnel.           indirectly verified grades of tin and lithium by 
                                                                                     comparing the length and grade of mineral intercepts 
                                                                                     with the current block model. 
                 *    The use of twinned holes. 
 
 
                 *    Documentation of primary data, data entry procedures, 
                      data verification, data storage (physical and 
                      electronic) protocols. 
 
 
                 *    Discuss any adjustment to assay data. 
 Location of 
 data points     *    Accuracy and quality of surveys used to locate drill     *    In 2014-16, drill collar locations were surveyed by a 
                      holes (collar and down-hole surveys), trenches, mine          registered surveyor. 
                      workings and other locations used in Mineral Resource 
                      estimation. 
                                                                               *    Down hole surveys were recorded by a contractor. 
 
                 *    Specification of the grid system used. 
                                                                               *    Historically, drill hole collars were surveyed with a 
                                                                                    great degree of precision by the mine survey crew. 
                 *    Quality and adequacy of topographic control. 
 
                                                                               *    Hole locations are recorded in the local S-JTSK 
                                                                                    Krovak grid. 
 
 
                                                                               *    Topographic control is excellent. 
 Data spacing 
 and             *    Data spacing for reporting of Exploration Results.       *    Historical data density is very high. 
 distribution 
 
                 *    Whether the data spacing and distribution is             *    Spacing is sufficient to establish an inferred 
                      sufficient to establish the degree of geological and          resource that was initially estimated using MICROMINE 
                      grade continuity appropriate for the Mineral Resource         software in Perth, 2012. 
                      and Ore Reserve estimation procedure(s) and 
                      classifications applied. 
                                                                               *    Areas with lower coverage of Li% assays have been 
                                                                                    identified as exploration targets. 
                 *    Whether sample compositing has been applied. 
 
                                                                               *    Sample compositing to 1m intervals has been applied 
                                                                                    mathematically prior to estimation but not 
                                                                                    physically. 
 Orientation 
 of data in      *    Whether the orientation of sampling achieves unbiased    *    In 2014-16, drill hole azimuth and dip was planned to 
 relation to          sampling of possible structures and the extent to             intercept the mineralized zones at near-true 
 geological           which this is known, considering the deposit type.            thickness. As the mineralized zones dip shallowly to 
 structure                                                                          the south, drill holes were vertical or near vertical 
                                                                                    and directed to the north. Due to land access 
                 *    If the relationship between the drilling orientation          restrictions, certain holes could not be positioned 
                      and the orientation of key mineralised structures is          in sites with ideal drill angle. 
                      considered to have introduced a sampling bias, this 
                      should be assessed and reported if material. 
                                                                               *    The Company has not directly collected any samples 
                                                                                    underground because the workings are inaccessible at 
                                                                                    this time. 
 
 
                                                                               *    Based on historic reports, level plan maps, sections 
                                                                                    and core logs, the samples were collected in an 
                                                                                    unbiased fashion, systematically on two underground 
                                                                                    levels from drift ribs and faces, as well as from 
                                                                                    underground holes drilled perpendicular to the drift 
                                                                                    directions. The sample density is adequate for the 
                                                                                    style of deposit. 
 
 
                                                                               *    Multiple samples were taken and analysed by the 
                                                                                    Company from the historic tailing repository. Only 
                                                                                    lithium was analysed (Sn and W too low). The results 
                                                                                    matched the historic grades. 
 Sample 
 security         *    The measures taken to ensure sample security.           *    In the 2014-16 programs, only the Company's employees 
                                                                                    and contractors handled drill core and conducted 
                                                                                    sampling. The core was collected from the drill rig 
                                                                                    each day and transported in a company vehicle to the 
                                                                                    secure Company premises where it was logged and cut. 
                                                                                    Company geologists supervised the process and 
                                                                                    logged/sampled the core. The samples were transported 
                                                                                    by Company personnel in a Company vehicle to the ALS 
                                                                                    Global laboratory pick-up station. The remaining core 
                                                                                    is stored under lock and key. 
 
 
                                                                               *    Historically, sample security was ensured by State 
                                                                                    norms applied to exploration. The State norms were 
                                                                                    similar to currently accepted best practice and JORC 
                                                                                    guidelines for sample security. 
 Audits or 
 reviews          *    The results of any audits or reviews of sampling        *    Review of sampling techniques possible from written 
                       techniques and data.                                         records. No flaws found. 
=============  ============================================================  ============================================================ 
 

Section 2 Reporting of Exploration Results

 
 Criteria         JORC Code explanation                                            Commentary 
 Mineral 
 tenement and       *    Type, reference name/number, location and ownership        *    Cinovec exploration rights held under three licenses 
 land tenure             including agreements or material issues with third              Cinovec (expires 30/07/2019), Cinovec 2 (expires 
 status                  parties such as joint ventures, partnerships,                   31/12/2020) and Cinovec 3 (expires 31/10/2021).100% 
                         overriding royalties, native title interests,                   owned, no native interests or environmental concerns. 
                         historical sites, wilderness or national park and               A State royalty applies metals production and is set 
                         environmental settings.                                         as a fee in Czech crowns per unit of metal produced. 
 
 
                    *    The security of the tenure held at the time of             *    There are no known impediments to obtaining an 
                         reporting along with any known impediments to                   Exploitation Permit for the defined resource. 
                         obtaining a licence to operate in the area. 
 Exploration 
 done by other      *    Acknowledgment and appraisal of exploration by other        *    There has been no acknowledgment or appraisal of 
 parties                 parties.                                                         exploration by other parties. 
 Geology 
                    *    Deposit type, geological setting and style of              *    Cinovec is a granite-hosted tin-tungsten-lithium 
                         mineralisation.                                                 deposit. 
 
 
                                                                                    *    Late Variscan age, post-orogenic granite intrusionTin 
                                                                                         and tungsten occur in oxide minerals (cassiterite and 
                                                                                         wolframite). Lithium occurs in zinwaldite, a Li-rich 
                                                                                         muscovite 
 
 
                                                                                    *    Mineralization in a small granite cupola. Vein and 
                                                                                         greisen type. Alteration is greisenisation, 
                                                                                         silicification. 
 Drill hole                                                                        *    Reported previously. 
 Information           *    A summary of all information material to the 
                            understanding of the exploration results including a 
                            tabulation of the following information for all 
                            Material drill holes: 
 
 
                      o easting and northing 
                      of the drill hole 
                      collar 
                      o elevation or 
                      RL (Reduced Level 
                      - elevation above 
                      sea level in metres) 
                      of the drill hole 
                      collar 
                      o dip and azimuth 
                      of the hole 
                      o down hole length 
                      and interception 
                      depth 
                      o hole length. 
                       *    If the exclusion of this information is justified on 
                            the basis that the information is not Material and 
                            this exclusion does not detract from the 
                            understanding of the report, the Competent Person 
                            should clearly explain why this is the case. 
 Data 
 aggregation        *    In reporting Exploration Results, weighting averaging      *    Reporting of exploration results has not and will not 
 methods                 techniques, maximum and/or minimum grade truncations            include aggregate intercepts. 
                         (eg cutting of high grades) and cut-off grades are 
                         usually Material and should be stated. 
                                                                                    *    Metal equivalent not used in reporting. 
 
                    *    Where aggregate intercepts incorporate short lengths 
                         of high grade results and longer lengths of low grade      *    No grade truncations applied. 
                         results, the procedure used for such aggregation 
                         should be stated and some typical examples of such 
                         aggregations should be shown in detail. 
 
 
                    *    The assumptions used for any reporting of metal 
                         equivalent values should be clearly stated. 
 Relationship 
 between            *    These relationships are particularly important in the       *    Intercept widths are approximate true widths. 
 mineralisation          reporting of Exploration Results. 
 widths and 
 intercept                                                                           *    The mineralization is mostly of disseminated nature 
 lengths            *    If the geometry of the mineralisation with respect to            and relatively homogeneous; the orientation of 
                         the drill hole angle is known, its nature should be              samples is of limited impact. 
                         reported. 
 
                                                                                     *    For higher grade veins care was taken to drill at 
                    *    If it is not known and only the down hole lengths are            angles ensuring closeness of intercept length and 
                         reported, there should be a clear statement to this              true widths 
                         effect (eg 'down hole length, true width not known'). 
 
                                                                                     *    The block model accounts for variations between 
                                                                                          apparent and true dip. 
 Diagrams 
                    *    Appropriate maps and sections (with scales) and            *    Appropriate maps and sections have been generated by 
                         tabulations of intercepts should be included for any            the Company, and independent consultants. Available 
                         significant discovery being reported These should               in customary vector and raster outputs, and partially 
                         include, but not be limited to a plan view of drill             in consultant's reports. 
                         hole collar locations and appropriate sectional 
                         views. 
 Balanced 
 reporting          *    Where comprehensive reporting of all Exploration           *    Balanced reporting in historic reports guaranteed by 
                         Results is not practicable, representative reporting            norms and standards, verified in 1997, and 2012 by 
                         of both low and high grades and/or widths should be             independent consultants. 
                         practiced to avoid misleading reporting of 
                         Exploration Results. 
                                                                                    *    The historic reporting was completed by several State 
                                                                                         institutions and cross validated. 
 Other 
 substantive        *    Other exploration data, if meaningful and material,         *    Data available: bulk density for all representative 
 exploration             should be reported including (but not limited to):               rock and ore types; (historic data + 92 measurements 
 data                    geological observations; geophysical survey results;             in 2016 from current core holes); petrographic and 
                         geochemical survey results; bulk samples - size and              mineralogical studies, hydrological information, 
                         method of treatment; metallurgical test results; bulk            hardness, moisture content, fragmentation etc. 
                         density, groundwater, geotechnical and rock 
                         characteristics; potential deleterious or 
                         contaminating substances. 
 Further work 
                    *    The nature and scale of planned further work (eg            *    Grade verification sampling from underground or 
                         tests for lateral extensions or depth extensions or              drilling from surface. Historically-reported grades 
                         large-scale step-out drilling).                                  require modern validation in order to improve the 
                                                                                          resource classification. 
 
                    *    Diagrams clearly highlighting the areas of possible 
                         extensions, including the main geological                   *    The number and location of sampling sites will be 
                         interpretations and future drilling areas, provided              determined from a 3D wireframe model and 
                         this information is not commercially sensitive.                  geostatistical considerations reflecting grade 
                                                                                          continuity. 
 
 
                                                                                     *    The geologic model will be used to determine if any 
                                                                                          infill drilling is required. 
 
 
                                                                                     *    The deposit is open down-dip on the southern 
                                                                                          extension, and locally poorly constrained at its 
                                                                                          western and eastern extensions, where limited 
                                                                                          additional drilling might be required. 
 
 
                                                                                     *    No large scale drilling campaigns are required. 
===============  ===============================================================  ============================================================ 
 

Section 3 Estimation and Reporting of Mineral Resources

 
 Criteria         JORC Code explanation                                         Commentary 
 Database 
 integrity          *    Measures taken to ensure that data has not been          *    Assay and geologic data were compiled by the Company 
                         corrupted by, for example, transcription or keying            staff from primary historic records, such as copies 
                         errors, between its initial collection and its use            of drill logs and large scale sample location maps. 
                         for Mineral Resource estimation purposes. 
 
                                                                                  *    Sample data were entered in to Excel spreadsheets by 
                    *    Data validation procedures used.                              Company staff in Prague. 
 
 
                                                                                  *    The database entry process was supervised by a 
                                                                                       Professional Geologist who works for the Company. 
 
 
                                                                                  *    The database was checked by independent competent 
                                                                                       persons (Lynn Widenbar of Widenbar & Associates, Phil 
                                                                                       Newell of Wardell Armstrong International). 
 Site visits 
                    *    Comment on any site visits undertaken by the             *    The site was visited by Mr Pavel Reichl who has 
                         Competent Person and the outcome of those visits.             identified the previous shaft sites, tails dams and 
                                                                                       observed the mineralisation underground through an 
                                                                                       adjacent mine working. 
                    *    If no site visits have been undertaken indicate why 
                         this is the case. 
                                                                                  *    The site was visited in June 2016 by Mr Lynn Widenbar, 
                                                                                       the Competent Person for Mineral Resource Estimation. 
                                                                                       Diamond drill rigs were viewed, as was core; a visit 
                                                                                       was carried out to the adjacent underground mine in 
                                                                                       Germany which is a continuation of the Cinovec 
                                                                                       Deposit. 
 Geological 
 interpretation    *    Confidence in (or conversely, the uncertainty of) the     *    The overall geology of the deposit is relatively 
                        geological interpretation of the mineral deposit.              simple and well understood due to excellent data 
                                                                                       control from surface and underground. 
 
                   *    Nature of the data used and of any assumptions made. 
                                                                                  *    Nature of data: underground mapping, structural 
                                                                                       measurements, detailed core logging, 3D data 
                   *    The effect, if any, of alternative interpretations on          synthesis on plans and maps. 
                        Mineral Resource estimation. 
 
                                                                                  *    Geological continuity is good. The grade is highest 
                   *    The use of geology in guiding and controlling Mineral          and shows most variability in quartz veins. 
                        Resource estimation. 
 
                                                                                  *    Grade correlates with degree of silicification and 
                   *    The factors affecting continuity both of grade and             greisenisation of the host granite. 
                        geology. 
 
                                                                                  *    The primary control is the granite-country rock 
                                                                                       contact. All mineralization is in the uppermost 200m 
                                                                                       of the granite and is truncated by the contact. 
 Dimensions 
                   *    The extent and variability of the Mineral Resource        *    The Cinovec South deposit strikes north-south, is 
                        expressed as length (along strike or otherwise), plan          elongated, and dips gently south parallel to the 
                        width, and depth below surface to the upper and lower          upper granite contact. The surface projection of 
                        limits of the Mineral Resource.                                mineralization is about 1 km long and 900 m wide. 
 
 
                                                                                  *    Mineralization extends from about 200m to 500m below 
                                                                                       surface. 
 Estimation and 
 modelling         *    The nature and appropriateness of the estimation          *    Block estimation was carried out in Micromine using 
 techniques             technique(s) applied and key assumptions, including            Ordinary Kriging interpolation. 
                        treatment of extreme grade values, domaining, 
                        interpolation parameters and maximum distance of 
                        extrapolation from data points. If a computer             *    A geological domain model was constructed using 
                        assisted estimation method was chosen include a                Leapfrog software with solid wireframes representing 
                        description of computer software and parameters used.          greisen, granite, greisenised granite and the 
                                                                                       overlying barren rhyolite. This was used to both 
                                                                                       control interpolation and to assign density to the 
                   *    The availability of check estimates, previous                  model (2.57 for granite, 2.70 for greisen and 2.60 
                        estimates and/or mine production records and whether           for all other material). 
                        the Mineral Resource estimate takes appropriate 
                        account of such data. 
                                                                                  *    Analysis of sample lengths indicated that compositing 
                                                                                       to 1m was necessary. 
                   *    The assumptions made regarding recovery of 
                        by-products. 
                                                                                  *    Search ellipse sizes and orientations for the 
                                                                                       estimation were based on drill hole spacing, the 
                   *    Estimation of deleterious elements or other non-grade          known orientations of mineralisation and variography. 
                        variables of economic significance (eg sulphur for 
                        acid mine drainage characterisation). 
                                                                                  *    An "unfolding" search strategy was used which allowed 
                                                                                       the search ellipse orientation to vary with the 
                   *    In the case of block model interpolation, the block            locally changing dip and strike. 
                        size in relation to the average sample spacing and 
                        the search employed. 
                                                                                  *    After statistical analysis, a top cut of 5% was 
                                                                                       applied to Sn% and W%; no top cut is applied to Li%. 
                   *    Any assumptions behind modelling of selective mining 
                        units. 
                                                                                  *    Sn% and Li% were then estimated by Ordinary Kriging 
                                                                                       within the mineralisation solids. 
                   *    Any assumptions about correlation between variables. 
 
                                                                                  *    The primary search ellipse was 150m along strike, 
                   *    Description of how the geological interpretation was           150m down dip and 7.5m across the mineralisation. A 
                        used to control the resource estimates.                        minimum of 4 composites and a maximum of 8 composites 
                                                                                       were required. 
 
                   *    Discussion of basis for using or not using grade 
                        cutting or capping.                                       *    A second interpolation with search ellipse of 300m x 
                                                                                       300m x 12.5m was carried out to inform blocks to be 
                                                                                       used as the basis for an exploration target. 
                   *    The process of validation, the checking process used, 
                        the comparison of model data to drill hole data, and 
                        use of reconciliation data if available.                  *    Block size was 5m (E-W) by 10m (N-S) by 5m 
 
 
                                                                                  *    Validation of the final resource has been carried out 
                                                                                       in a number of ways including section comparison of 
                                                                                       data versus model, swathe plots and production 
                                                                                       reconciliation. 
 Moisture 
                    *    Whether the tonnages are estimated on a dry basis or     *    Tonnages are estimated on a dry basis using the 
                         with natural moisture, and the method of                      average bulk density for each geological domain. 
                         determination of the moisture content. 
 Cut-off 
 parameters         *    The basis of the adopted cut-off grade(s) or quality     *    A series of alternative cutoffs was used to report 
                         parameters applied.                                           tonnage and grade: Sn 0.1%, 0.2%, 0.3% and 0.4%. 
                                                                                       Lithium 0.1%, 0.2%, 0.3% and 0.4%. 
 Mining factors 
 or assumptions    *    Assumptions made regarding possible mining methods,            *    Mining is assumed to be by underground methods. A 
                        minimum mining dimensions and internal (or, if                      Scoping Study has determined the optimal mining 
                        applicable, external) mining dilution. It is always                 method. 
                        necessary as part of the process of determining 
                        reasonable prospects for eventual economic extraction 
                        to consider potential mining methods, but the                  *    Limited internal waste will need to be mined at 
                        assumptions made regarding mining methods and                       grades marginally below cutoffs. Mine dilution and 
                        parameters when estimating Mineral Resources may not                waste are expected at minimal levels and the vast 
                        always be rigorous. Where this is the case, this                    majority of the Mineral Resource is expected to 
                        should be reported with an explanation of the basis                 convert to an Ore Reserve. 
                        of the mining assumptions made. 
 
                                                                                       *    Based on the geometry of the deposit, it is envisaged 
                                                                                            that a combination of drift and fill mining and 
                                                                                            longhole open stoping will be used. 
 Metallurgical 
 factors or        *    The basis for assumptions or predictions regarding        *    Recent testwork on 2014 drill core indicates a tin 
 assumptions            metallurgical amenability. It is always necessary as           recovery of 80% can be expected. 
                        part of the process of determining reasonable 
                        prospects for eventual economic extraction to 
                        consider potential metallurgical methods, but the         *    Testwork on lithium is complete, with 70% recovery of 
                        assumptions regarding metallurgical treatment                  lithium to lithium carbonate product via flotation 
                        processes and parameters made when reporting Mineral           concentrate and atmospheric leach. 
                        Resources may not always be rigorous. Where this is 
                        the case, this should be reported with an explanation 
                        of the basis of the metallurgical assumptions made.       *    Extensive testwork was conducted on Cinovec South ore 
                                                                                       in the past. Testing culminated with a pilot plant 
                                                                                       trial in 1970, where three batches of Cinovec South 
                                                                                       ore were processed, each under slightly different 
                                                                                       conditions. The best result, with a tin recovery of 
                                                                                       76.36%, was obtained from a batch of 97.13t grading 
                                                                                       0.32% Sn. A more elaborate flowsheet was also 
                                                                                       investigated and with flotation produced final Sn and 
                                                                                       W recoveries of better than 96% and 84%, 
                                                                                       respectively. 
 
 
                                                                                  *    Historical laboratory testwork demonstrated that 
                                                                                       lithium can be extracted from the ore (lithium 
                                                                                       carbonate was produced from 1958-1966 at Cinovec). 
 Environmental 
 factors or        *    Assumptions made regarding possible waste and process     *    Cinovec is in an area of historic mining activity 
 assumptions            residue disposal options. It is always necessary as            spanning the past 600 years. Extensive State 
                        part of the process of determining reasonable                  exploration was conducted until 1990. 
                        prospects for eventual economic extraction to 
                        consider the potential environmental impacts of the 
                        mining and processing operation. While at this stage      *    The property is located in a sparsely populated area, 
                        the determination of potential environmental impacts,          most of the land belongs to the State. Few problems 
                        particularly for a greenfields project, may not                are anticipated with regards to the acquisition of 
                        always be well advanced, the status of early                   surface rights for any potential underground mining 
                        consideration of these potential environmental                 operation. 
                        impacts should be reported. Where these aspects have 
                        not been considered this should be reported with an 
                        explanation of the environmental assumptions made.        *    The envisaged mining method will see much of the 
                                                                                       waste and tailings used as underground fill. 
 Bulk density 
                   *    Whether assumed or determined. If assumed, the basis                *    Historical bulk density measurements were made in a 
                        for the assumptions. If determined, the method used,                     laboratory. 
                        whether wet or dry, the frequency of the measurements 
                  , 
                        the nature, size and representativeness of the                      *    The following densities were applied: 
                        samples. 
 
                                                                                           o 2.57 for granite 
                   *    The bulk density for bulk material must have been                  o 2.70 for greisen 
                        measured by methods that adequately account for void               o 2.60 for all other 
                        spaces (vugs, porosity, etc), moisture and                         material 
                        differences between rock and alteration zones within 
                        the deposit. 
 
 
                   *    Discuss assumptions for bulk density estimates used 
                        in the evaluation process of the different materials. 
 Classification 
                   *    The basis for the classification of the Mineral           *    Following a review of a small amount of available 
                        Resources into varying confidence categories.                  QAQC data, and comparison of production data versus 
                                                                                       estimated tonnage/grade from the resource model, and 
                                                                                       given the close spacing of underground drilling and 
                   *    Whether appropriate account has been taken of all              development, the majority of the Tin resource was 
                        relevant factors (ie relative confidence in                    originally classified in the Inferred category as 
                        tonnage/grade estimations, reliability of input data,          defined by the 2012 edition of the JORC code. 
                        confidence in continuity of geology and metal values, 
                        quality, quantity and distribution of the data). 
                                                                                  *    The new 2014 and 2016 drilling has confirmed the Tin 
                                                                                       mineralisation model and a part of this area has been 
                   *    Whether the result appropriately reflects the                  upgraded to the Indicated category. 
                        Competent Person's view of the deposit. 
 
                                                                                  *    The Li% mineralisation has been assigned to the 
                                                                                       Inferred category where the average distance to 
                                                                                       composites used in estimation is less than 100m. 
                                                                                       Material outside this range is unclassified but has 
                                                                                       been used as the basis for an Exploration Target. 
 
 
                                                                                  *    The new 2014 and 2016 drilling has confirmed the 
                                                                                       Lithium mineralisation model and a part of this area 
                                                                                       has been upgraded to the Indicated category. 
 
 
                                                                                  *    The Competent Person (Lynn Widenbar) endorses the 
                                                                                       final results and classification. 
 Audits or 
 reviews            *    The results of any audits or reviews of Mineral               *    Wardell Armstrong International, in their review of 
                         Resource estimates.                                                Lynn Widenbar's initial resource estimate stated "the 
                                                                                            Widenbar model appears to have been prepared in a 
                                                                                            diligent manner and given the data available provides 
                                                                                            a reasonable estimate of the drillhole assay data at 
                                                                                            the Cinovec deposit". 
 Discussion of 
 relative          *    Where appropriate a statement of the relative             *    In 2012, WAI carried out model validation exercises 
 accuracy/              accuracy and confidence level in the Mineral Resource          on the initial Widenbar model, which included visual 
 confidence             estimate using an approach or procedure deemed                 comparison of drilling sample grades and the 
                        appropriate by the Competent Person. For example, the          estimated block model grades, and Swath plots to 
                        application of statistical or geostatistical                   assess spatial local grade variability. 
                        procedures to quantify the relative accuracy of the 
                        resource within stated confidence limits, or, if such 
                        an approach is not deemed appropriate, a qualitative      *    A visual comparison of Block model grades vs 
                        discussion of the factors that could affect the                drillhole grades was carried out on a sectional basis 
                        relative accuracy and confidence of the estimate.              for both Sn and Li mineralisation. Visually, grades 
                                                                                       in the block model correlated well with drillhole 
                                                                                       grade for both Sn and Li. 
                   *    The statement should specify whether it relates to 
                        global or local estimates, and, if local, state the 
                        relevant tonnages, which should be relevant to            *    Swathe plots were generated from the model by 
                        technical and economic evaluation. Documentation               averaging composites and blocks in all 3 dimensions 
                        should include assumptions made and the procedures             using 10m panels. Swath plots were generated for the 
                        used.                                                          Sn and Li estimated grades in the block model, these 
                                                                                       should exhibit a close relationship to the composite 
                                                                                       data upon which the estimation is based. As the 
                   *    These statements of relative accuracy and confidence           original drillhole composites were not available to 
                        of the estimate should be compared with production             WAI. 1m composite samples based on 0.1% cut-offs for 
                        data, where available.                                         both Sn and Li assays were 
 
 
                                                                                  *    Overall Swathe plots illustrate a good correlation 
                                                                                       between the composites and the block grades. As is 
                                                                                       visible in the Swathe plots, there has been a large 
                                                                                       amount of smoothing of the block model grades when 
                                                                                       compared to the composite grades, this is typical of 
                                                                                       the estimation method. 
===============  ============================================================  ===================================================================== 
 

ORE as at 1(ST) JUNE 2017

Section 4 Estimation and Reporting of Ore Reserves

(Criteria listed in section 1, and where relevant in section 2 and 3, also apply to this section.)

 
 Criteria         JORC Code explanation                                         Commentary 
                 ============================================================ 
 Mineral                                                                        A JORC 2012 Mineral 
 Resource           *    Description of the Mineral Resource estimate used as    Resource Estimate (MRE) 
 estimate                a basis for the conversion to an Ore Reserve.           was issued by Widenbar 
 for conversion                                                                  and Associates. The 
 to Ore                                                                          electronic resource 
 reserves           *    Clear statement as to whether the Mineral Resources     models were provided 
                         are reported additional to, or inclusive of, the Ore    to Bara for the purposes 
                         Reserves.                                               of mine design. 
                                                                                 The table below summarises 
                                                                                 the mineral resource 
                                                                                 provided. 
                                                            CINOVEC 2017 RESOURCE 
                   --------------------------------------------------------------- 
                                                              Li(2) 
                                 Cutoff       Tonnes     Li       O     Sn       W 
                   -----------  -------  -----------  -----  ------  -----  ------ 
                                      %   (Millions)      %       %      %       % 
                   -----------  -------  -----------  -----  ------  -----  ------ 
                     INDICATED     0.1%        347.7   0.21    0.45   0.04   0.015 
                   -----------  -------  -----------  -----  ------  -----  ------ 
                      INFERRED     0.1%        308.8   0.18    0.39   0.04   0.014 
                   -----------  -------  -----------  -----  ------  -----  ------ 
                         TOTAL     0.1%        656.5   0.20    0.43   0.04   0.014 
                   -----------  -------  -----------  -----  ------  -----  ------ 
 
                                                                                  The Mineral Resources 
                                                                                  are declared inclusive 
                                                                                  of Ore Reserves. 
 Site visits                                                                         The CP visited the site 
                    *    Comment on any site visits undertaken by the                 on 7(th) and 8(th) of 
                         Competent Person and the outcome of those visits.            September 2016, inspections 
                                                                                      were made of: 
                                                                                      o Exploration drill 
                    *    If no site visits have been undertaken indicate why          cores. 
                         this is the case.                                            o Underground visits 
                                                                                      were undertaken to old 
                                                                                      underground mine workings 
                                                                                      close to and situated 
                                                                                      in the same deposits 
                                                                                      as the Cinovec project 
                                                                                      area. 
                                                                                      o The project surface 
                                                                                      site was visited including 
                                                                                      visits to: 
                                                                                       *    Possible surface infrastructure sites. 
 
 
                                                                                       *    The sites of existing vertical shafts into the old 
                                                                                            Cinovec mine workings 
 
 
                                                                                       *    Access road and rail infrastructure. 
 Study                                                                               A pre-feasibility study 
  Status           *    The type and level of study undertaken to enable              (PFS) has been undertaken 
                        Mineral Resources to be converted to Ore Reserves.            for the Cinovec Project. 
                                                                                      All material issues 
                                                                                      relevant to the project 
                   *    The Code requires that a study to at least                    have been considered 
                        Pre-Feasibility Study level has been undertaken to            in this study to ensure 
                        convert Mineral Resources to Ore Reserves. Such               estimates to levels 
                        studies will have been carried out and will have              of accuracy generally 
                        determined a mine plan that is technically achievable         accepted for a PFS. 
                        and economically viable, and that material Modifying 
                        Factors have been considered. 
===============  ============================================================  ================================================================== 
 Cut-off                                                                        Revenue will be generated 
  parameters        *    The basis of the cut-off grade(s) or quality            from the sales of Lithium 
                         parameters applied.                                     (Li), Tin (Sn) and Tungsten 
                                                                                 (W). Each metal has 
                                                                                 different in-situ grades, 
                                                                                 plant recoveries, operating 
                                                                                 costs and metal prices. 
                                                                                 To determine the revenue 
                                                                                 generated from a block 
                                                                                 of material in the block 
                                                                                 model there factors 
                                                                                 need to be taken into 
                                                                                 account. To do this 
                                                                                 the total revenue and 
                                                                                 operating costs were 
                                                                                 calculated using a script 
                                                                                 in the block model. 
                                                                                 The cost was deducted 
                                                                                 from the revenue to 
                                                                                 produce a "Margin" value 
                                                                                 for each block. Where 
                                                                                 Margin is greater than 
                                                                                 zero, the block is flagged 
                                                                                 as ore. The metal prices, 
                                                                                 recoveries and formulae 
                                                                                 used to calculate the 
                                                                                 operating costs for 
                                                                                 purposes of the margin 
                                                                                 calculation are tabled 
                                                                                 below. 
                                                                                 (Please refer to the 
                                                                                 announcement on the 
                                                                                 European Metals Website 
                                                                                 for the Table described 
                                                                                 above - www.europeanmet.com.) 
===============  ============================================================  ================================================================== 
 
                                                                                 Using the factors tabled 
                                                                                  above the "Margin" value 
                                                                                  was calculated for each 
                                                                                  block in the block model. 
                                                                                  The breakeven grade 
                                                                                  is where Margin =0. 
                                                                                  All blocks with Margin 
                                                                                  greater than zero could 
                                                                                  be considered ore. Applying 
                                                                                  this criteria to the 
                                                                                  block model allowed 
                                                                                  a grade versus tonnage 
                                                                                  curve to be generated 
                                                                                  based on using the "Margin" 
                                                                                  field as the grade field. 
                                                                                  The resultant curve 
                                                                                  is shown in the Figure 
                                                                                  below. 
                                                                                  (Please refer to the 
                                                                                  announcement on the 
                                                                                  European Metals Website 
                                                                                  for the Table described 
                                                                                  above - www.europeanmet.com.) 
                                                                                In order to optimise 
                                                                                 the value of the project 
                                                                                 a strategic decision 
                                                                                 was made by the client 
                                                                                 to mine at a higher 
                                                                                 grade than the average 
                                                                                 and to optimise the 
                                                                                 mined grade by reducing 
                                                                                 the tonnes and increasing 
                                                                                 the grade to the point 
                                                                                 where mine life becomes 
                                                                                 the constraint, or the 
                                                                                 mining becomes prohibitively 
                                                                                 selective. The production 
                                                                                 rate of the processing 
                                                                                 plant was set by EMH 
                                                                                 at 360,000 tpa of mica 
                                                                                 concentrate. This equates 
                                                                                 to approximately 1.7 
                                                                                 million tpa of RoM ore. 
                                                                                 For a mine life of over 
                                                                                 20 years, which was 
                                                                                 the requirement stated 
                                                                                 by EM, the mining inventory 
                                                                                 needs to be at least 
                                                                                 34 million tonnes. Using 
                                                                                 the grade versus tonnage 
                                                                                 curve a cut-off of US$35/tonne 
                                                                                 Margin was selected. 
                                                                                 This resulted in the 
                                                                                 appropriate mine life 
                                                                                 while still allowing 
                                                                                 the use of bulk mining 
                                                                                 methods such as LHOS. 
 Mining                                                                         Geotechnical input 
 factors           *    The method and assumptions used as reported in the       A geotechnical study 
 or assumptions         Pre-Feasibility or Feasibility Study to convert the      was completed as part 
                        Mineral Resource to an Ore Reserve (i.e. either by       of the pre-feasibility 
                        application of appropriate factors by optimisation or    study. The geotechnical 
                        by preliminary or detailed design).                      study prescribed geotechnical 
                                                                                 design criteria which 
                                                                                 should be applied in 
                   *    The choice, nature and appropriateness of the            the mine design. The 
                        selected mining method(s) and other mining parameters    design criteria are 
                        including associated design issues such as pre-strip,    detailed in the table 
                        access, etc.                                             below. 
                                                                                 (Please refer to the 
                                                                                 announcement on the 
                   *    The assumptions made regarding geotechnical              European Metals Website 
                        parameters (eg pit slopes, stope sizes, etc), grade      for the Table described 
                        control and pre-production drilling.                     above - www.europeanmet.com.) 
 
 
                   *    The major assumptions made and Mineral Resource model 
                        used for pit and stope optimisation (if appropriate). 
 
 
                   *    The mining dilution factors used. 
 
 
                   *    The mining recovery factors used. 
 
 
                   *    Any minimum mining widths used. 
 
 
                   *    The manner in which Inferred Mineral Resources are 
                        utilised in mining studies and the sensitivity of the 
                        outcome to their inclusion. 
 
 
                   *    The infrastructure requirements of the selected 
                        mining methods. 
                                                                                Block model 
                                                                                 The block model file 
                                                                                 used for this study 
                                                                                 was provided to Bara 
                                                                                 by EM in February 2017 
                                                                                 and is entitled Cinovec_Resource_Model_17_02_2017.dm. 
                                                                                 The model is in Datamine 
                                                                                 format. The table below 
                                                                                 shows the fields in 
                                                                                 the block model that 
                                                                                 were used in the mine 
                                                                                 planning process. 
                                                                                 (Please refer to the 
                                                                                 announcement on the 
                                                                                 European Metals Website 
                                                                                 for the Table described 
                                                                                 above - www.europeanmet.com.) 
                                                                                     Mining method 
                                                                                      An evaluation was completed 
                                                                                      to establish the achievable 
                                                                                      extraction ratios with 
                                                                                      and without backfill, 
                                                                                      based on the geotechnical 
                                                                                      design criteria including 
                                                                                      pillar sizes and stope 
                                                                                      spans (see above). The 
                                                                                      preferred option was 
                                                                                      to mine with pillars 
                                                                                      support only, negating 
                                                                                      the requirement for 
                                                                                      a backfill plant. 
                                                                                      The selected mining 
                                                                                      method is long hole 
                                                                                      open stoping with pillar 
                                                                                      support. The payable 
                                                                                      ore will be split into 
                                                                                      blocks approximately 
                                                                                      90 m long in the strike 
                                                                                      direction and 25 m high. 
                                                                                      The bottom of each block 
                                                                                      will be accessed in 
                                                                                      the central position 
                                                                                      by an access crosscut 
                                                                                      and the block will be 
                                                                                      mined out from the centre 
                                                                                      to the strike limit 
                                                                                      by drifting. The stope 
                                                                                      will be mined on retreat 
                                                                                      from the block extent, 
                                                                                      retreating to the access 
                                                                                      cross cut position. 
                                                                                      The stopes will be a 
                                                                                      maximum of 13 m wide 
                                                                                      with rib pillars between 
                                                                                      stopes of 4 to 7 m wide 
                                                                                      depending on stope height. 
                                                                                      Access to the stopes 
                                                                                      will be by footwall 
                                                                                      drives developed in 
                                                                                      the footwall at 25 m 
                                                                                      vertical intervals. 
                                                                                      All stope access crosscuts 
                                                                                      will be developed out 
                                                                                      of the footwall drives. 
                                                                                      The mine will be accessed 
                                                                                      by a twin decline system. 
                                                                                      A conveyor will be installed 
                                                                                      from the underground 
                                                                                      primary crusher on 590m 
                                                                                      Elevation to surface 
                                                                                      in the conveyor decline. 
                                                                                      The second decline will 
                                                                                      be used as a service 
                                                                                      decline for men, material 
                                                                                      and as an intake airway. 
                                                                                      Mining modifying factors 
                                                                                      Stope shapes were determined 
                                                                                      by use of stope optimisation 
                                                                                      software after application 
                                                                                      of minimum stope size 
                                                                                      and stope geometry. 
                                                                                      The design criteria 
                                                                                      specified included: 
                                                                                       *    Cut-off - Margin >US$35 per tonne. This means that 
                                                                                            the average margin of the resultant stope shape must 
                                                                                            be greater than US$35/tonne. 
 
 
                                                                                       *    Stope width - 17 m (includes rib pillar, which was 
                                                                                            deducted as a tonnage loss later in the schedule) 
 
 
                                                                                       *    Maximum stope height - Unlimited. Stope shapes 
                                                                                            greater than 25m high were later split by level and 
                                                                                            sill pillar losses accounted for. 
 
 
                                                                                       *    Minimum stope height - 5m (height of ore drive). 
 
 
                                                                                       *    Stope length - Minimum 10 m, maximum unlimited. 
                                                                                            Stopes were later split into stope blocks with 
                                                                                            maximum length of 180 m (two stopes of 90 m each) 
 
 
                                                                                       *    Minimum footwall slope angle - 50(o) . 
 
 
 
                                                                                      After definition of 
                                                                                      the stope shapes mining 
                                                                                      modifying factors as 
                                                                                      described below were 
                                                                                      applied: 
                                                                                      Mining Exclusions 
                                                                                      1. The Northern most 
                                                                                      portion of the orebody 
                                                                                      is located below the 
                                                                                      village. In this area 
                                                                                      it was agreed to leave 
                                                                                      an unmined crown pillar 
                                                                                      of at least 150 m between 
                                                                                      surface and the uppermost 
                                                                                      mining level. In other 
                                                                                      parts of the orebody 
                                                                                      the crown pillar was 
                                                                                      70 m. 
                                                                                      2. DSO created stope 
                                                                                      shapes according to 
                                                                                      the criteria specified 
                                                                                      above, but with no consideration 
                                                                                      of the development required 
                                                                                      to access these blocks. 
                                                                                      The design was edited 
                                                                                      to remove any blocks 
                                                                                      that were not practical 
                                                                                      to access, being either 
                                                                                      excessively far from 
                                                                                      planned development 
                                                                                      and too small to justify 
                                                                                      the access development, 
                                                                                      or small volumes on 
                                                                                      an elevation that is 
                                                                                      difficult to access 
                                                                                      being between mining 
                                                                                      levels. 
 
                                                                                      Pillar loss 
                                                                                      Total pillar loss is 
                                                                                      estimated to be 35%. 
                                                                                      Unplanned dilution 
                                                                                      In order to account 
                                                                                      for these mining inefficiencies 
                                                                                      unplanned dilution was 
                                                                                      added to all stope tonnage. 
                                                                                      Due to the large size 
                                                                                      of the stopes the dilution 
                                                                                      percentage is low at 
                                                                                      3%. This allows for 
                                                                                      approximately 0.25 m 
                                                                                      of over break around 
                                                                                      the entire stope. 
                                                                                      Since the stopes are 
                                                                                      defined by a grade cut-off 
                                                                                      and the mineralisation 
                                                                                      is disseminated, there 
                                                                                      is not expected to be 
                                                                                      a sharp drop-off of 
                                                                                      grade outside the stope 
                                                                                      envelope. The dilution 
                                                                                      will therefore contain 
                                                                                      metal grade. The average 
                                                                                      grade of the resource 
                                                                                      below the margin cut-off 
                                                                                      of US$35/t has been 
                                                                                      applied to the dilution 
                                                                                      material in the mine 
                                                                                      plan. The grade of the 
                                                                                      dilution is: 
                                                                                      Li% - 0.22 
                                                                                      Sn% - 0.04 
                                                                                      W% - 0.01 
                                                                                      Ore loss 
                                                                                      Ore loss does occur 
                                                                                      in mining operations 
                                                                                      due to mining inefficiencies. 
                                                                                      This can be due to factors 
                                                                                      such as: 
                                                                                       *    Ore not loaded out of stopes 
 
 
                                                                                       *    Grade control errors 
 
 
                                                                                       *    Haulage errors 
 
 
                                                                                       *    Underbreak in the blasting operation 
 
 
                                                                                       *    Stope hang ups 
 
 
 
                                                                                      To account for these 
                                                                                      inefficiencies an ore 
                                                                                      loss factor of 3% has 
                                                                                      been included in the 
                                                                                      mining schedule. This 
                                                                                      is a tonnage loss at 
                                                                                      the average grade of 
                                                                                      the block. 
                                                                                      Inferred Resources 
                                                                                      No inferred resources 
                                                                                      were included as ore 
                                                                                      in the pre-feasibility 
                                                                                      mine plan. Inferred 
                                                                                      resources were treated 
                                                                                      as waste. 
                                                                                      Infrastructure 
                                                                                      Surface Infrastructure 
                                                                                      The surface infrastructure 
                                                                                      has been designed to 
                                                                                      support the mining plan 
                                                                                      with consideration of 
                                                                                      the labour and mechanised 
                                                                                      equipment requirements 
                                                                                      of the operation in 
                                                                                      addition to the movement 
                                                                                      of rock, men and materials. 
                                                                                      The infrastructure is 
                                                                                      divided into two distinct 
                                                                                      areas, with the area 
                                                                                      at the portal servicing 
                                                                                      the initial development 
                                                                                      requirements and the 
                                                                                      second servicing the 
                                                                                      production phase. Allowance 
                                                                                      has been made for; 
                                                                                       *    Security fencing. 
 
 
                                                                                       *    Site access control and parking. 
 
 
                                                                                       *    Development offices 
 
 
                                                                                       *    Development change house and laundry. 
 
 
                                                                                       *    Lamp house and crush. 
 
 
                                                                                       *    Medical station. 
 
 
                                                                                       *    Trackless workshop and wash bay. 
 
 
                                                                                       *    Compressor station 
 
 
                                                                                       *    Diesel farm. 
 
 
                                                                                       *    Oil and grease storage, 
 
 
                                                                                       *    Main store and material yard. 
 
 
                                                                                       *    Capital laydown area 
 
 
                                                                                       *    Service water storage and settling. 
 
 
                                                                                       *    Downcast air heating. 
 
 
                                                                                       *    Brake testing ramp 
 
 
                                                                                       *    Main offices 
 
 
                                                                                       *    Main change houses 
 
 
                                                                                       *    Main laundry. 
 
 
                                                                                       *    Training centre. 
 
 
                                                                                       *    Parking and bus drop off zone 
 
 
                                                                                       *    Fire systems 
 
 
                                                                                       *    Potable water infrastructure including municipal 
                                                                                            Interface. 
 
 
                                                                                       *    Sewage Infrastructure including municipal Interface. 
 
 
                                                                                       *    Gas supply Infrastructure including municipal 
                                                                                            Interface. 
 
 
                                                                                       *    MV electrical infrastructure including municipal 
                                                                                            Interface. 
 
 
                                                                                       *    Explosives accessories magazine. 
 
 
                                                                                      Underground Infrastructure 
                                                                                      Underground infrastructure 
                                                                                      designs take into consideration 
                                                                                      the life of mine plan 
                                                                                      and aims to support 
                                                                                      the underground mining 
                                                                                      production and development 
                                                                                      activities. Underground 
                                                                                      infrastructure comprises: 
                                                                                       *    Mine service water systems 
 
 
                                                                                       *    Mine dewatering systems, including clear and dirty 
                                                                                            water pump stations. 
 
 
                                                                                       *    Mine electrical reticulation 
 
 
                                                                                       *    Control systems and instrumentation 
 
 
                                                                                       *    Trackless workshops 
 
 
                                                                                       *    Refuelling bays 
 
 
                                                                                       *    Underground crushers, tips, and conveyors. 
 
 
                                                                                      The mine service water 
                                                                                      system is a based on 
                                                                                      a re-circulation design, 
                                                                                      with settled water from 
                                                                                      the mining activities 
                                                                                      used as service water. 
                                                                                      This reduces the mine 
                                                                                      pumping requirement 
                                                                                      in turn reducing power 
                                                                                      costs. 
                                                                                      In terms of electrical 
                                                                                      reticulation, the Cinovec 
                                                                                      mining operation will 
                                                                                      require a bulk power 
                                                                                      supply of 3.5 MVA. Power 
                                                                                      will be provided by 
                                                                                      a local supply authority 
                                                                                      and it is anticipated 
                                                                                      it will be at 6kV. 
                                                                                      Underground Ore Handling 
                                                                                      The underground ore 
                                                                                      handling system is designed 
                                                                                      for 500 t/h and will 
                                                                                      comprise the following: 
                                                                                       *    A primary tip, equipped with a static grizzly and a 
                                                                                            hydraulic rock breaker to break oversize lumps; 
 
 
                                                                                       *    An ore-pass; 
 
 
                                                                                       *    A primary crushing station, equipped with a vibrating 
                                                                                            grizzly feeder and jaw crusher; 
 
 
                                                                                       *    A sacrificial conveyor (CV001), 18 m long, to protect 
                                                                                            the main decline conveyor; 
 
 
                                                                                       *    A decline conveyor (CV002), 1,146 m long. 
===============  ============================================================  ================================================================== 
 Metallurgical                                                                  The beneficiation plant 
 factors           *    The metallurgical process proposed and the               process route consists 
 or assumptions         appropriateness of that process to the style of          of crushing, SAG milling, 
                        mineralisation.                                          classification, thickening 
                                                                                 and wet high intensity 
                                                                                 magnetic separation 
                   *    Whether the metallurgical process is well-tested         (WHIMS). The magnetic 
                        technology or novel in nature.                           fraction passes to the 
                                                                                 Lithium Carbonate Plant 
                                                                                 (LCP). The non-magnetic 
                   *    The nature, amount and representativeness of             fraction is processed 
                        metallurgical test work undertaken, the nature of the    by classification, spiral 
                        metallurgical domaining applied and the corresponding    concentration and regrinding 
                        metallurgical recovery factors applied.                  of the spiral middlings. 
                                                                                 The spirals product 
                                                                                 is a tin / tungsten 
                   *    Any assumptions or allowances made for deleterious       product. The LCP process 
                        elements.                                                route consists of roasting, 
                                                                                 leaching filtration, 
                                                                                 impurity removal by 
                   *    The existence of any bulk sample or pilot scale test     ion exchange and crystallization. 
                        work and the degree to which such samples are            The testwork program 
                        considered representative of the orebody as a whole.     has indicated that the 
                                                                                 process route selected 
                                                                                 is appropriate for the 
                   *    For minerals that are defined by a specification, has    style of mineralization 
                        the ore reserve estimation been based on the             of the orebody. 
                        appropriate mineralogy to meet the specifications?       The process route selected 
                                                                                 utilizes standard, industry 
                                                                                 proven technology. The 
                                                                                 process route selected 
                                                                                 was based on the testwork 
                                                                                 carried out, and on 
                                                                                 the respective engineering 
                                                                                 companies' experience 
                                                                                 on other, similar projects. 
                                                                                 The samples used for 
                                                                                 the beneficiation plant 
                                                                                 testwork were quarter 
                                                                                 core composites from 
                                                                                 the drilling campaigns. 
                                                                                 For the comminution 
                                                                                 tests, composites were 
                                                                                 made up of the various 
                                                                                 ore types to provide 
                                                                                 an indication of variability. 
                                                                                 As composites of drill 
                                                                                 cores were used for 
                                                                                 the testwork, the samples 
                                                                                 are considered to be 
                                                                                 representative of the 
                                                                                 deposit. The variability 
                                                                                 in the deposit may be 
                                                                                 an issue in the plant 
                                                                                 operation, but additional 
                                                                                 testwork will be carried 
                                                                                 out during the feasibility 
                                                                                 study to inform on this 
                                                                                 issue. The mass of sample 
                                                                                 received for the testwork 
                                                                                 was 150kg, which enabled 
                                                                                 appropriate sized samples 
                                                                                 (taking into consideration 
                                                                                 that the study being 
                                                                                 carried out is pre-feasibility) 
                                                                                 to be used for the various 
                                                                                 tests. The product recoveries 
                                                                                 were determined from 
                                                                                 the testwork, factors 
                                                                                 were not applied. 
                                                                                 Testwork has produced 
                                                                                 a saleable lithium carbonate 
                                                                                 product (>99.5% lithium 
                                                                                 carbonate) although 
                                                                                 the levels of fluoride 
                                                                                 (500 ppm) and silicon 
                                                                                 (300 ppm) were high. 
                                                                                 These elements are not 
                                                                                 generally considered 
                                                                                 to be deleterious elements 
                                                                                 in product specifications. 
                                                                                 Further testwork will 
                                                                                 be carried out to reduce 
                                                                                 these levels. 
                                                                                 No bulk samples were 
                                                                                 available for the testwork 
                                                                                 but were not required 
                                                                                 as the level of study 
                                                                                 was pre-feasibility. 
                                                                                 Pilot scale testwork 
                                                                                 will carried out during 
                                                                                 the feasibility study. 
                                                                                 The composite samples 
                                                                                 used for the testwork 
                                                                                 are considered to be 
                                                                                 representative of the 
                                                                                 ore-body and suitable 
                                                                                 for the testwork performed. 
                                                                                 The specification for 
                                                                                 the lithium carbonate 
                                                                                 product is a minimum 
                                                                                 of 99.5% lithium carbonate. 
                                                                                 This was achieved in 
                                                                                 the testwork. Testwork 
                                                                                 will be carried out 
                                                                                 during the next phase 
                                                                                 of the project to further 
                                                                                 improve on the quality 
                                                                                 of the product to be 
                                                                                 produced. 
===============  ============================================================  ================================================================== 
 Environmental                                                                        The Company has commenced 
                    *    The status of studies of potential environmental             the Environmental Impact 
                         impacts of the mining and processing operation.              Assessment EIA process 
                         Details of waste rock characterisation and the               with a baseline study, 
                         consideration of potential sites, status of design           prepared by GET s.r.o 
                         options considered and, where applicable, the status         an independent Czech 
                         of approvals for process residue storage and waste           based environmental 
                         dumps should be reported.                                    consultancy. This identified 
                                                                                      the environmental areas 
                                                                                      to be assessed and determined 
                                                                                      preliminary outcomes. 
                                                                                      The underground mine 
                                                                                      and surface portal is 
                                                                                      located on the border 
                                                                                      adjacent to an environmentally 
                                                                                      sensitive area - Natural 
                                                                                      park Eastern Krusne 
                                                                                      hory. 
                                                                                      The Project area is 
                                                                                      mostly covered by forests 
                                                                                      and treeless plateau 
                                                                                      with bushy growth. The 
                                                                                      area of Dubí township 
                                                                                      is covered by farm land 
                                                                                      (15%) and non-agricultural 
                                                                                      land (85%), out of that 
                                                                                      80% are forests. Intensive 
                                                                                      biological investigation 
                                                                                      executed in 2016 identified 
                                                                                      20 natural biotops, 
                                                                                      out of them 4 peat bogs, 
                                                                                      springheads, waterlogged 
                                                                                      spruce growths and mountain 
                                                                                      meadows) are protected 
                                                                                      within the Natura 2000. 
                                                                                      Screening process also 
                                                                                      identified 67 animal 
                                                                                      species - 2 amphibians, 
                                                                                      2 snakes, 51 birds and 
                                                                                      11 mammals living in 
                                                                                      the area. Of them, 14 
                                                                                      species are protected. 
                                                                                      Through the area also 
                                                                                      runs the regional natural 
                                                                                      bio corridor K2. 
                                                                                      The Cinovec Sn/W Lithium 
                                                                                      Project is governed 
                                                                                      by Act No.100/2001 Coll., 
                                                                                      on Environment Impact 
                                                                                      Assessment (hereinafter 
                                                                                      referred to as the "EIA 
                                                                                      Act"). The competent 
                                                                                      authority is the Ministry 
                                                                                      of the Environment (Environment 
                                                                                      Impact Assessment Department). 
                                                                                      An integrated permit 
                                                                                      is issued upon completion 
                                                                                      of the EIA process. 
                                                                                      In consideration of 
                                                                                      the exploitation mining 
                                                                                      licence to be granted 
                                                                                      and the expected production 
                                                                                      of the Li-W-Sn ore exceeding 
                                                                                      1 Mt a year during the 
                                                                                      implementation of the 
                                                                                      Project, the EIA documentation 
                                                                                      must be prepared and 
                                                                                      assessed (full-scope 
                                                                                      EIA Report). 
                                                                                      The Cinovec Sn/W Lithium 
                                                                                      Project development 
                                                                                      documentation shall 
                                                                                      be structured as follows: 
                                                                                       *    details concerning the Notifier, 
 
 
                                                                                       *    details concerning the development project, 
 
 
                                                                                       *    details concerning the status of the environment in 
                                                                                            the region concerned, 
 
 
                                                                                       *    comprehensive characteristics and assessment of the 
                                                                                            Project impacts on public health and the environment, 
 
 
                                                                                       *    a comparison of project versions (if any), 
 
 
                                                                                       *    a conclusion, and 
 
 
                                                                                       *    a commonly understood summary and annexes (opinion of 
                                                                                            the Building Authority, opinion of the Nature 
                                                                                            Protection Authority, expert studies and 
                                                                                            assessments). 
 
 
 
                                                                                      The following expert 
                                                                                      studies and assessments 
                                                                                      must be compiled during 
                                                                                      the EIA Documentation 
                                                                                      preparation stage: 
                                                                                       *    noise impact study, 
 
 
                                                                                       *    air quality impact study, 
 
 
                                                                                       *    biological survey, 
 
 
                                                                                       *    human health impact study, 
 
 
                                                                                       *    transport impact study, 
 
 
                                                                                       *    landscape impact study, and 
 
 
                                                                                       *    water quality and hydrology impact study. 
 
 
 
                                                                                      In this case, with respect 
                                                                                      to the location of the 
                                                                                      Project at the border 
                                                                                      with Germany, the so-called 
                                                                                      "international assessment" 
                                                                                      provision applies (Section 
                                                                                      13, Act No. 100). This 
                                                                                      process is more time-demanding 
                                                                                      - in an international 
                                                                                      assessment, the Ministry 
                                                                                      of the Environment may 
                                                                                      extend the deadlines 
                                                                                      to present views by 
                                                                                      up to 30 days; other 
                                                                                      deadlines (Sec. 12, 
                                                                                      Act.100) are extended 
                                                                                      adequately in such a 
                                                                                      case. 
                                                                                      EMH commenced the EIA 
                                                                                      process with the baseline 
                                                                                      study, prepared by GET, 
                                                                                      which identified the 
                                                                                      environmental areas 
                                                                                      to be assessed and determined 
                                                                                      preliminary outcomes. 
                                                                                      The project, mainly 
                                                                                      the underground mine 
                                                                                      and surface portal is 
                                                                                      located in environmentally 
                                                                                      sensitive area. From 
                                                                                      that perspective, the 
                                                                                      EIA will focus particularly 
                                                                                      on project impacts on 
                                                                                      European protected areas 
                                                                                      Natura 2000 (protected 
                                                                                      birds) and mine water 
                                                                                      discharge into surface 
                                                                                      streams due to the content 
                                                                                      of Berylium and radioactive 
                                                                                      components. Considering 
                                                                                      the long-term mining 
                                                                                      history in region the 
                                                                                      Project will not significantly 
                                                                                      change the situation 
                                                                                      towards to environment 
                                                                                      and from that perspective 
                                                                                      all identified potential 
                                                                                      problems should be resolvable 
                                                                                      and EMH do not envision 
                                                                                      any fatal flaws will 
                                                                                      be encountered. 
                                                                                      The Cinovec EIA will 
                                                                                      focus particularly on 
                                                                                      Project impacts on European 
                                                                                      protected areas Natura 
                                                                                      2000 (protected birds) 
                                                                                      and mine water discharge 
                                                                                      into surface streams. 
                                                                                      The Company has re-positioned 
                                                                                      key infrastructure to 
                                                                                      minimise impacts to 
                                                                                      both the environment 
                                                                                      and the community and 
                                                                                      has placed crushing 
                                                                                      facilities and fans 
                                                                                      underground to minimise 
                                                                                      noise as well as enclosing 
                                                                                      the mill to further 
                                                                                      reduce noise and visual 
                                                                                      impacts. Considering 
                                                                                      the long-term mining 
                                                                                      history in region and 
                                                                                      at the deposit itself, 
                                                                                      the Project will not 
                                                                                      significantly impact 
                                                                                      the environment. 
                                                                                      Waste Rock 
                                                                                      Acid-Base accounting 
                                                                                      (ABA): Acid-Base accounting 
                                                                                      (ABA) is a screening 
                                                                                      procedure whereby the 
                                                                                      acid-neutralising potential 
                                                                                      (assets) and acid-generating 
                                                                                      potential (liabilities) 
                                                                                      of rock samples are 
                                                                                      determined, and the 
                                                                                      difference, net neutralising 
                                                                                      potential (equity), 
                                                                                      is calculated. 
                                                                                      Samples were devoid 
                                                                                      of sulphides and have 
                                                                                      no potential to generate 
                                                                                      acid-mine drainage as 
                                                                                      confirmed through both 
                                                                                      the ABA and NAG test. 
                                                                                      However, the Neutralisation 
                                                                                      Potential of the samples 
                                                                                      were also very low and 
                                                                                      samples also had a very 
                                                                                      low total C content. 
                                                                                      However, the potential 
                                                                                      to leach at least As 
                                                                                      and F which should be 
                                                                                      further investigated 
                                                                                      through the column leach 
                                                                                      testing as these two 
                                                                                      parameters will also 
                                                                                      be present in neutral 
                                                                                      drainage from samples. 
                                                                                      The addition of acid 
                                                                                      to samples (ABCC method: 
                                                                                      3 g sample in 100 ml 
                                                                                      water as per AMIRA, 
                                                                                      2002) resulted in quick 
                                                                                      acidification confirming 
                                                                                      that the samples had 
                                                                                      almost no Neutralisation 
                                                                                      Potential. The pH curve 
                                                                                      is only slightly higher 
                                                                                      than for the Blank (distilled 
                                                                                      water). 
                                                                                      Net Acid Generation 
                                                                                      (NAG): The single addition 
                                                                                      NAG test was used to 
                                                                                      classify the acid generating 
                                                                                      potential of all 42 
                                                                                      samples. The NAG test 
                                                                                      involves the reaction 
                                                                                      of a sample with hydrogen 
                                                                                      peroxide to rapidly 
                                                                                      oxidise any sulphide 
                                                                                      minerals contained within 
                                                                                      a sample. The end result 
                                                                                      represents a direct 
                                                                                      measurement of the net 
                                                                                      amount of acid generated 
                                                                                      by the sample. This 
                                                                                      value is commonly referred 
                                                                                      to as the NAG capacity 
                                                                                      and is expressed in 
                                                                                      th is kg H2SO4/tonne. 
                                                                                      All of the samples tested 
                                                                                      were classified as non-acid 
                                                                                      forming. The ICP analysis 
                                                                                      of the NAG elution did 
                                                                                      not yield any significant 
                                                                                      results. This test is 
                                                                                      more appropriate where 
                                                                                      the sample have sulphides 
                                                                                      that can be oxidised 
                                                                                      with peroxide and ICP 
                                                                                      analyses indicate metals 
                                                                                      released. 
                                                                                      Tailings 
                                                                                      Tailings produced by 
                                                                                      the gravity circuit 
                                                                                      of the FECAB's beneficiation 
                                                                                      plant and the Residue 
                                                                                      Filtration Stream produce 
                                                                                      by the LCP require permanent 
                                                                                      impoundment in a suitable 
                                                                                      Tailings Storage Facility 
                                                                                      (TSF). For the PFS a 
                                                                                      conservative approach 
                                                                                      was taken by designing 
                                                                                      a dry stack tailings 
                                                                                      facility. Any water 
                                                                                      from the dry stacked 
                                                                                      tails is captured and 
                                                                                      recycled to the LCP 
                                                                                      process water feed. 
                                                                                      This approach, although 
                                                                                      higher in Capex, offers 
                                                                                      the most environmentally 
                                                                                      sustainable method of 
                                                                                      tailings impoundment. 
                                                                                      Tailings produced by 
                                                                                      the gravity circuit 
                                                                                      are filtered in two 
                                                                                      pressure filters to 
                                                                                      produce a filter cake 
                                                                                      with a moisture content 
                                                                                      of 18%. This moisture 
                                                                                      content is based of 
                                                                                      filtration test work 
                                                                                      performed on a representative 
                                                                                      tailings sample by Diemme(R) 
                                                                                      with the results interpreted 
                                                                                      by Ausenco and incorporated 
                                                                                      into the FECAB design. 
                                                                                      The FECAB filter cakes 
                                                                                      falls into a bunker 
                                                                                      below the pressure filters, 
                                                                                      from where it is collected 
                                                                                      by a wheel loader and 
                                                                                      loaded into an articulated 
                                                                                      truck for transfer to 
                                                                                      the dry stacks tails 
                                                                                      tip point. The articulate 
                                                                                      truck dumps the tailings 
                                                                                      filter cake where it 
                                                                                      is spread and compacted 
                                                                                      by a bulldozer. The 
                                                                                      estimated cost of the 
                                                                                      FECAB tailings disposal 
                                                                                      is $1.00/ wet tonne. 
                                                                                      The LCP tailings consist 
                                                                                      of leach residue filter 
                                                                                      cake produced by a pressure 
                                                                                      filter. As with the 
                                                                                      FECAB, the pressure 
                                                                                      filter drops the filter 
                                                                                      cake into a bunker for 
                                                                                      loading via a wheel 
                                                                                      loader. The estimated 
                                                                                      cost for LCP residue 
                                                                                      disposal is $1.50/ wet 
                                                                                      tonne. 
                                                                                      The loading, trucking 
                                                                                      and spreading of the 
                                                                                      tailings will be performed 
                                                                                      by a local contract 
                                                                                      earth moving company. 
                                                                                      Data used as input criteria 
                                                                                      to the TSF design concept 
                                                                                      are listed in the table, 
                                                                                      which is considered 
                                                                                      adequate for PFS and 
                                                                                      has been derived from 
                                                                                      PFS level engineering. 
                                                                                      (Please refer to the 
                                                                                      announcement on the 
                                                                                      European Metals Website 
                                                                                      for the Table described 
                                                                                      above - www.europeanmet.com.) 
                                                                                All permits for the 
                                                                                 tailings dam, waste 
                                                                                 rock dump and operations 
                                                                                 will be applied for 
                                                                                 when appropriate and 
                                                                                 as governed by Czech 
                                                                                 law. To date, permits 
                                                                                 for mine de-watering 
                                                                                 and preliminary mining 
                                                                                 permits have been received. 
===============  ============================================================  ================================================================== 
 Infrastructure                                                                 Currently, no infrastructure 
                   *    The existence of appropriate infrastructure:             exists at the mine site 
                        availability of land for plant development, power,       and therefore allowance 
                        water, transportation (particularly for bulk             has been made for all 
                        commodities), labour, accommodation; or the ease with    support facilities required 
                        which the infrastructure can be provided, or             by the planned mining 
                        accessed.                                                operation. Surface infrastructure 
                                                                                 has been designed to 
                                                                                 support the mining plan 
                                                                                 with consideration of 
                                                                                 the labour and mechanised 
                                                                                 equipment requirements 
                                                                                 of the operation in 
                                                                                 addition to the movement 
                                                                                 of rock, men and materials. 
                                                                                 The infrastructure is 
                                                                                 divided into two distinct 
                                                                                 areas, with the area 
                                                                                 at the portal servicing 
                                                                                 the initial development 
                                                                                 requirements and the 
                                                                                 second servicing the 
                                                                                 production phase. The 
                                                                                 surface infrastructure 
                                                                                 design includes all 
                                                                                 facilities and services 
                                                                                 (such as offices, changehouses, 
                                                                                 workshops) as well as 
                                                                                 utilities and reticulation 
                                                                                 (such as power, water 
                                                                                 and gas utilities) to 
                                                                                 support the underground 
                                                                                 mining activities for 
                                                                                 the life of mine. 
                                                                                 Underground infrastructure 
                                                                                 designs take into consideration 
                                                                                 the life of mine plan 
                                                                                 and aims to support 
                                                                                 the underground mining 
                                                                                 production and development 
                                                                                 activities. The underground 
                                                                                 infrastructure primarily 
                                                                                 comprises the underground 
                                                                                 conveyor and crushing 
                                                                                 system, dewatering facilities, 
                                                                                 and underground workshops 
===============  ============================================================  ================================================================== 
 Costs                                                                          The capital and operating 
                    *    The derivation of, or assumptions made, regarding       cost estimate has been 
                         projected capital costs in the study.                   determined through the 
                                                                                 application of budget 
                                                                                 quotations, database 
                    *    The methodology used to estimate operating costs.       costs and estimated 
                                                                                 costs. These costs were 
                                                                                 applied to material 
                    *    Allowances made for the content of deleterious          take offs, bill of quantities 
                         elements.                                               and estimated quantities 
                                                                                 derived from the engineering 
                                                                                 design process. The 
                    *    The source of exchange rates used in the study.         once the overall capital 
                                                                                 cost was calculated, 
                                                                                 the costs are scheduled 
                    *    Derivation of transportation charges.                   according to an implementation 
                                                                                 plan in order to determine 
                                                                                 the spend over the life 
                    *    The basis for forecasting or source of treatment and    of the project. 
                         refining charges, penalties for failure to meet         (Please refer to the 
                         specification, etc.                                     announcement on the 
                                                                                 European Metals Website 
                                                                                 for the table showing 
                    *    The allowances made for royalties payable, both         the Capital Costs - 
                         Government and private.                                 www.europeanmet.com.) 
                                                                                (Please refer to the 
                                                                                 announcement on the 
                                                                                 European Metals Website 
                                                                                 for the table summarising 
                                                                                 the Operating Costs 
                                                                                 - www.europeanmet.com.) 
 
 Revenue                                                                           Metal Prices Used                         22 
  factors          *    The derivation of, or assumptions made regarding             Tin (US$/t metal)      500 
                        revenue factors including head grade, metal or              --------------------  ----- 
                        commodity price(s) exchange rates, transportation and        Tungsten (US$/MTU)     330 
                        treatment charges, penalties, net smelter returns,          --------------------  ----- 
                        etc.                                                         Lithium Carbonate       10 
                                                                                      (US$/t)               000 
                                                                                    --------------------  ----- 
                   *    The derivation of assumptions made of metal or               Potassium Sulphate 
                        commodity price(s), for the principal metals,                 (Potash) (US$/t)      480 
                        minerals and co-products.                                   --------------------  ----- 
 
 
                                                                                    Exchange Rates Used USD     1.0000 
                                                                                    =====  ======== 
                                                                                     EUR     0.9276 
                                                                                    =====  ======== 
                                                                                     CZK    25.0500 
                                                                                    =====  ======== 
                                                                                     CAD     1.3082 
                                                                                    =====  ======== 
                                                                                     AUD     1.3212 
                                                                                    =====  ======== 
                                                                                     GBP     0.7965 
                                                                                    =====  ======== 
 Market                                                                         Lithium is the key driver 
  assessment       *    The demand, supply and stock situation for the           of the Project. According 
                        particular commodity, consumption trends and factors     to Deutsche Bank, global 
                        likely to affect supply and demand into the future.      lithium demand increased 
                                                                                 15% year on year to 
                                                                                 212 kt LCE in 2016, 
                   *    A customer and competitor analysis along with the        slightly ahead of estimates. 
                        identification of likely market windows for the          Deutsche Bank forecast 
                        product.                                                 lithium pricing to remain 
                                                                                 elevated relative to 
                                                                                 historical averages, 
                   *    Price and volume forecasts and the basis for these       but retrace 15% over 
                        forecasts.                                               2016 pricing levels. 
                                                                                 Further, the medium-term 
                                                                                 outlook is improving 
                   *    For industrial minerals the customer specification,      and Deutsche Bank has 
                        testing and acceptance requirements prior to a supply    recently lifted their 
                        contract.                                                2019 demand forecast 
                                                                                 to 380 kt. 
 
                                                                                 The ramp up of new EV 
                                                                                 model sales from major 
                                                                                 auto companies is generally 
                                                                                 considered to be the 
                                                                                 key driver of lithium 
                                                                                 demand in the short 
                                                                                 to medium term. Other 
                                                                                 factors include the 
                                                                                 increased production 
                                                                                 from battery manufacturing 
                                                                                 facilities and the continued 
                                                                                 inventory build within 
                                                                                 the supply chain. 
 
                                                                                 The Cinovec Project 
                                                                                 is located centrally 
                                                                                 and within close proximity 
                                                                                 to a number of major 
                                                                                 European car manufacturers. 
 
                                                                                 Benchmark expects the 
                                                                                 average forecasted price 
                                                                                 range for lithium carbonate 
                                                                                 99.95% to be $ 9,500 
                                                                                 to $ 13,000/tonne (USD) 
                                                                                 between 2017 and 2020. 
 
                                                                                 European Metals has 
                                                                                 considered this forecast 
                                                                                 in light of other independent 
                                                                                 forecasts such as Deutsche 
                                                                                 Bank, and on generally 
                                                                                 available lithium market 
                                                                                 commentary. 
 
                                                                                 For the purposes of 
                                                                                 the PFS with regards 
                                                                                 to financial modelling, 
                                                                                 a long-term average 
                                                                                 price of $ 10,000/t 
                                                                                 lithium carbonate FOB 
                                                                                 has been used. The graph 
                                                                                 below shows the Deutsche 
                                                                                 Bank lithium price forecasts 
                                                                                 to 2025. 
                                                                                 (Please refer to the 
                                                                                 announcement on the 
                                                                                 European Metals Website 
                                                                                 for the graph described 
                                                                                 above - www.europeanmet.com.) 
===============  ============================================================  ================================================================== 
                                                                                A cost comparison shows 
                                                                                 the project will be 
                                                                                 in the lowest half of 
                                                                                 the global cost curve. 
                                                                                 (Please refer to the 
                                                                                 announcement on the 
                                                                                 European Metals Website 
                                                                                 for the cost comparison 
                                                                                 table described above 
                                                                                 - www.europeanmet.com.) 
                                                                                The graph below shows 
                                                                                 the anticipated supply 
                                                                                 and demand for lithium. 
                                                                                 (Please refer to the 
                                                                                 announcement on the 
                                                                                 European Metals Website 
                                                                                 for the table showing 
                                                                                 the anticipated supply 
                                                                                 and demand for lithium 
                                                                                 - www.europeanmet.com.) 
                                                                                There are industry standard 
                                                                                 specifications for lithium 
                                                                                 carbonate. The table 
                                                                                 below shows that the 
                                                                                 results achieved to-date 
                                                                                 in testing meets these 
                                                                                 standards. 
                                                                                 (Please refer to the 
                                                                                 announcement on the 
                                                                                 European Metals Website 
                                                                                 for the table as described 
                                                                                 above - www.europeanmet.com.) 
 Economic                                                                       The results of the techno-economic 
                    *    The inputs to the economic analysis to produce the      evaluation demonstrate 
                         net present value (NPV) in the study, the source and    that the project is 
                         confidence of these economic inputs including           economically viable 
                         estimated inflation, discount rate, etc.                based on the designs 
                                                                                 established and the 
                                                                                 assumptions used in 
                    *    NPV ranges and sensitivity to variations in the         this study. The table 
                         significant assumptions and input.                      below shows that the 
                                                                                 financial result is 
                                                                                 positive when considering 
                                                                                 the time value of money. 
                                                                                 At a discount rate of 
                                                                                 8 per cent, the NPV 
                                                                                 is 540 million USD and 
                                                                                 the post-tax IRR is 
                                                                                 20.9 per cent. 
                                                                                 (Please refer to the 
                                                                                 announcement on the 
                                                                                 European Metals Website 
                                                                                 for the table as described 
                                                                                 above - www.europeanmet.com.) 
                                                                                Sensitivity analysis 
                                                                                 shows that the project 
                                                                                 is most sensitive to 
                                                                                 changes in the price 
                                                                                 of lithium, as presented 
                                                                                 in the figure below. 
                                                                                 (Please refer to the 
                                                                                 announcement on the 
                                                                                 European Metals Website 
                                                                                 for the figure described 
                                                                                 above - www.europeanmet.com.) 
 Social                                                                         The Cinovec project 
                    *    The status of agreements with key stakeholders and      has been included in 
                         matters leading to social licence to operate.           the Czech Government 
                                                                                 programme for the restructuring 
                                                                                 of the region Usti in 
                                                                                 the context of Government 
                                                                                 support of the regions 
                                                                                 damaged by the former 
                                                                                 coal mining. The projects 
                                                                                 included in this Government 
                                                                                 programme will have 
                                                                                 the full support of 
                                                                                 the Central Government, 
                                                                                 regional Governments 
                                                                                 and all the social partners 
                                                                                 within the region. The 
                                                                                 Ministry of industry, 
                                                                                 in collaboration with 
                                                                                 the Ministry of Foreign 
                                                                                 Affairs also prepare 
                                                                                 a Memorandum of cooperation 
                                                                                 between the Czech Republic 
                                                                                 and Australia in which 
                                                                                 the Government of the 
                                                                                 Czech Republic declares 
                                                                                 full support for the 
                                                                                 Cinovec project. 
===============  ============================================================  ================================================================== 
 Other                                                                          There is a clear process 
                   *    To the extent relevant, the impact of the following      for the award of Mining 
                        on the project and/or on the estimation and              Permits in the Czech 
                        classification of the Ore Reserves:                      Republic. These include 
                                                                                 placing the reserves 
                                                                                 on "State Balance" which 
                   *    Any identified material naturally occurring risks.       has largely been completed. 
                                                                                 Subsequently a Preliminary 
                                                                                 Mining permit is issued. 
                   *    The status of material legal agreements and marketing    This has been received 
                        arrangements.                                            for a portion of the 
                                                                                 deposit and work is 
                                                                                 on-going to gain a permit 
                   *    The status of governmental agreements and approvals      for the remaining area. 
                        critical to the viability of the project, such as        Subsequent to this, 
                        mineral tenement status, and government and statutory    a Mining Permit can 
                        approvals. There must be reasonable grounds to expect    be issued once all other 
                        that all necessary Government approvals will be          requirements are met, 
                        received within the timeframes anticipated in the        ie an approved EIA, 
                        Pre-Feasibility or Feasibility study. Highlight and      land zoning change for 
                        discuss the materiality of any unresolved matter that    certain works etc. 
                        is dependent on a third party on which extraction of     The lands needed for 
                        the reserve is contingent.                               the construction of 
                                                                                 the mine, the transport 
                                                                                 pipeline and the processing 
                                                                                 plant are mostly owned 
                                                                                 by the state and a private 
                                                                                 owner Forests North, 
                                                                                 who are all supportive 
                                                                                 of the project. 
                                                                                 Marketing agreements 
                                                                                 need to be entered into 
                                                                                 by the Company. The 
                                                                                 Company has commenced 
                                                                                 discussions with offtakers 
                                                                                 and with the forecast 
                                                                                 supply/demand curve 
                                                                                 is confident that any 
                                                                                 battery grade lithium 
                                                                                 will be readily sold 
                                                                                 into the market. 
 Classification                                                                 The classification of 
                    *    The basis for the classification of the Ore Reserves    the Ore Reserves is 
                         into varying confidence categories.                     shown below: 
 
 
                    *    Whether the result appropriately reflects the 
                         Competent Person's view of the deposit. 
 
 
                    *    The proportion of Probable Ore Reserves that have 
                         been derived from Measured Mineral Resources (if 
                         any). 
                                CINOVEC ORE RESERVES SUMMARY 
                   -------------------------------------------------------- 
                                                        Li(2) 
                                      Tonnes      Li      0      Sn     W 
                   --------------  -----------  -----  ------  -----  ----- 
                      Category      (Millions)    %       %      %      % 
                   --------------  -----------  -----  ------  -----  ----- 
                    Proven Ore 
                     Reserves           0         0       0      0      0 
                   --------------  -----------  -----  ------  -----  ----- 
                    Probable Ore 
                     Reserves          34.5      0.30   0.65    0.09   0.03 
                   --------------  -----------  -----  ------  -----  ----- 
                    Total Ore 
                     Reserves          34.5      0.30   0.65    0.09   0.03 
                   --------------  -----------  -----  ------  -----  ----- 
                                                                                This reflects the Competent 
                                                                                 Persons view of the 
                                                                                 deposit. 
                                                                                 All Ore Reserves declared 
                                                                                 are Probable Ore Reserves 
                                                                                 and are derived from 
                                                                                 Indicated Mineral Resources. 
                                                                                 The classification is 
                                                                                 based on two factor 
                                                                                 being: 
                                                                                  *    Engineering study work has only progressed to 
                                                                                       preliminary feasibility levels of accuracy thus 
                                                                                       confidence levels in the engineering and costing are 
                                                                                       only appropriate for Probable Ore Reserves. 
 
 
                                                                                  *    The Mineral Resources converted to Ore Reserves are 
                                                                                       all at the Indicated level of confidence which will 
                                                                                       only support conversion to Probable Ore Reserve. 
===============  ============================================================  ================================================================== 
 Audits                                                                         No external audits of 
  or reviews        *    The results of any audits or reviews of Ore Reserve     the ore reserve have 
                         estimates.                                              been undertaken to date 
 Discussion                                                                     The accuracy and confidence 
  of relative      *    Where appropriate a statement of the relative            level of the selected 
  accuracy/             accuracy and confidence level in the Ore Reserve         modifying factors are 
  confidence            estimate using an approach or procedure deemed           considered to be commensurate 
                        appropriate by the Competent Person. For example, the    with a preliminary feasibility 
                        application of statistical or geostatistical             study. 
                        procedures to quantify the relative accuracy of the      The accuracy and confidence 
                        reserve within stated confidence limits, or, if such     in the cost estimation, 
                        an approach is not deemed appropriate, a qualitative     which is based primarily 
                        discussion of the factors which could affect the         on the work completed 
                        relative accuracy and confidence of the estimate.        by the various consulting 
                                                                                 groups are considered 
                                                                                 to be at pre-feasibility 
                   *    The statement should specify whether it relates to       study levels of accuracy, 
                        global or local estimates, and, if local, state the      typically to +/- 25% 
                        relevant tonnages, which should be relevant to           accuracy. 
                        technical and economic evaluation. Documentation 
                        should include assumptions made and the procedures 
                        used. 
 
 
                   *    Accuracy and confidence discussions should extend to 
                        specific discussions of any applied Modifying Factors 
                        that may have a material impact on Ore Reserve 
                        viability, or for which there are remaining areas of 
                        uncertainty at the current study stage. 
 
 
                   *    It is recognised that this may not be possible or 
                        appropriate in all circumstances. These statements of 
                        relative accuracy and confidence of the estimate 
                        should be compared with production data, where 
                        available. 
===============  ============================================================  ================================================================== 
 

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