Drilling Report
Tertiary Minerals PLC
20 May 2002
TERTIARY MINERALS PLC
Phase 1 Pre-Feasibility Drilling Completed at Rosendal Tantalum Project
• Drill Intersections Show 77% Higher Tantalum Grade in Main Dyke
• Strike Length of Drill-Defined Pegmatite More Than Doubled to 500m -
Remains Open Along Strike
• Rosendal Dyke is Part of a Larger Dyke Swarm With Strike Length Of Over
2.5km
AIM-listed Tertiary Minerals plc is pleased to announce the results of Phase 1
of the pre-feasibility study drilling on the Rosendal tantalum project in
south-west Finland.
The objective of this programme, carried out in conjunction with a limited
programme of trenching, was to infill and extend the tantalum mineralised
pegmatite previously explored by the Geological Survey of Finland (GTK).
Initially, trenching was used to trace the immediate extensions to the known
tantalum bearing dyke but a more complex geometry on the western end and
waterlogged till on the eastern end rendered this ineffective. The drilling
programme was therefore extended to test for the strike extensions.
The drilling programme comprised 14 diamond core holes on eight 50-100m spaced
sections for a total of 1,221m. Complete results are shown in the accompanying
table and include highlights of
• 541 grammes per tonne tantalum pentoxide (g/t Ta205) over 9.1m in Hole
02RD001
• 589 g/t Ta205 over 10.6m in Hole 02RD003
• 1275 g/t Ta205 over 3.0m in Hole 02RD007
• 241 g/t Ta205 over 20.2m in Hole 02RD013
• 439 g/t Ta205 over 8.0m in Hole 02RD014
The latest drilling has extended the drill tested strike length of the pegmatite
from 200m to 500m. The deposit remains open at depth and along strike to both
the east and west.
The pegmatite is generally thicker and higher grade in the eastern half although
some very high grades have been encountered in narrow intersections in the west
(e.g. 02RD007). It is continuing strongly under cover on the most easterly drill
section where a number of parallel tantalum bearing dykes have also been
intersected.
The weighted average tantalum grade of drill-intersections of the main pegmatite
dyke is 346 g/t Ta205, 77% higher than the equivalent grade from previous GTK
drilling. The Company is investigating reasons for this increase, but it is
probably because the drill samples collected and assayed by Tertiary were
significantly larger than the earlier GTK samples - as shown in the following
table.
It is generally accepted that larger samples are more likely to be
representative of in-situ grade. Increased grade in larger samples has been
noted by other tantalum explorers and by Tertiary with respect to the 350kg
metallurgical sample from Rosendal which graded 620 g/t Ta205, 28% higher than
the average grade of smaller adjacent channel samples.
Tantalum Grade as Function of Drill Core and Sample Size
TERTIARY 2002 GEOLOGICAL SURVEY OF FINLAND 1989 DRILLING
DRILLING
Drill core diameter 64mm 32mm
Drill core weight per linear meter 6.4 kg 1.1 kg
(assume SG 2.65)
% of Core sampled per linear meter 75% 50%
Weighted average grade Ta205 in main 346 g/t Ta205 195 g/t Ta205
pegmatite
The results of the Phase 1 drilling and prospecting will now be used to
calculate a revised resource estimate as a part of the development
pre-feasibility study.
The Company is currently engaged in further prospecting and mapping to evaluate
the additional resource potential of the Company's surrounding exploration
licences. Early work is encouraging and a number of rare-metal type pegmatite
dykes similar to Rosendal have been found including three containing visible
tantalite.
The Rosendal dyke may be one a swarm of dykes with a similar structural trend
having a combined strike length of some 2.5km.
ROSENDAL - PHASE 1 DRILLING RESULTS
Drill Hole Approx. True Local Grid Hole
Intersection
Hole Number From To Thickness Ta2O5 Thickness Northing Easting Dip Azimuth Depth
(m) (m) (m) grammes/ (as % of int.) (m) (m) (m)
tonne
SECTION No surface
10,500 trench
02RD014 4.20 14.58 10.38 90 20,300 10,500 -50.0 180.0 151.00
and 16.90 18.28 1.38 52
and 20.30 29.68 9.38 43
and 46.42 47.52 1.10 87
and 64.27 65.57 1.30 95
and 73.69 75.62 1.93 73
and 76.70 80.40 3.70 112
and 112.86 120.85 7.99 439 70%
02RD005 12.90 16.45 3.55 73 70% 20,245 10,500 -50.0 180.0 52.60
And 24.50 25.24 0.74 68
And 28.93 30.46 1.53 188
inc. 28.93 29.73 0.80 265
SECTION No surface
10,450 trench
02RD004 28.07 29.35 1.28 172 20,255 10,450 -50.0 180.0 49.80
and 38.50 42.48 3.98 654 75%
SECTION Trench RT9 -
10,400 5m@455g/t
Ta205
02RD003 18.93 29.52 10.59 589 90% 20,266 10,400 -50.0 180.0 35.10
inc. 21.70 28.20 6.50 912
02RD013 9.04 9.82 0.78 107 20,329 10,400 -50.0 180.0 135.40
and 20.38 21.79 1.41 179
and 31.31 32.38 1.07 55
and 35.84 37.68 1.84 129
and 81.01 82.18 1.17 91
and 88.78 90.88 2.10 202
and 95.37 115.55 20.18 241 75%
SECTION No surface
10,350 trench
02RD002 28.18 35.05 6.87 297 85% 20,280 10,350 -50.0 180.0 40.60
inc. 29.28 32.05 2.77 655
inc. 29.28 31.69 2.41 730
SECTION Trench RT6
10,300 -9.5m@609g/t
Ta205
02RD001 49.43 58.50 9.07 541 80% 20,221 10,300 -50.0 360.0 65.25
inc. 51.30 56.84 5.54 849
02RD012 13.85 14.91 1.06 129 20,171 10,300 -50.0 360.0 138.80
and 63.57 64.50 0.93 122
and 108.20 114.42 6.22 82 90%
inc. 111.00 112.60 1.60 162
SECTION Trench RT6
10,200 -7.5m@154g/t
Ta205 inc.
3.0m@319g/t
Ta205
02RD006 49.55 56.24 6.69 141 75% 20,189 10,200 -50.0 360.0 64.30
inc. 51.80 54.40 2.60 239
02RD011 96.22 101.18 4.96 121 95% 20,139 10,200 -50.0 360.0 135.90
inc. 99.10 100.25 1.15 336
SECTION Trench RT3
10,100 -2.0m@242g/t
Ta205
02RD007 38.50 41.55 3.05 1275 100% 20,186 10,100 -50.0 360.0 50.60
inc. 39.30 40.97 1.67 2254
02RD010 77.20 81.30 4.10 154 100% 20,131 10,100 -50.0 360.0 146.30
inc. 80.25 81.30 1.05 469
SECTION No surface
10,040 trench
02RD009 12.76 15.67 2.91 157 20,125 10,040 -50.0 270.0 102.50
inc. 14.46 15.67 1.21 210
and 68.00 70.22 2.22 1041
inc. 68.85 70.22 1.37 1604
SECTION Trench RT14
10,000 -2.2m@323g/t
Ta205
02RD008 12.66 25.60 12.94 131 20,140 10,000 -50.0 360.0 52.60
inc. 17.70 19.12 1.42 357
and inc. 23.20 24.70 1.50 392
and 35.65 36.33 0.68 103
Further information:
Patrick Cheetham, Executive Chairman, Tertiary Minerals plc. Tel: 01625-626203
Ron Marshman, City of London PR Ltd. Tel: 020-7628-5518
Note : Quality Control
All reported assays made by lithium metaborate fusion digest/ICP finish by
independent laboratory ALS Chemex, Canada. Drill core was crushed, pulverised
and submitted direct to ALS-Chemex by their associated laboratory Swedish
Geochemical Services (SGS) in Sweden.
Duplicate samples submitted by SGS to Lakefield Research in Canada for analysis
using pressed pellet XRF. Results of check assaying by this second alternative
analytical method show good correlation with samples assayed by ALS-Chemex.
This information is provided by RNS
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