TSX:ANX Using drone technology at Point Rousse Project ...
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From the ground up. TSX:ANX Using drone technology at Point Rousse Project| October 2017 Gordana Slepcev, P.Eng. M.Sc. Chief Operating Officer
Transcript of TSX:ANX Using drone technology at Point Rousse Project ...
From the ground up.
TSX:ANX
Using drone technology at Point
Rousse Project| October 2017
Gordana Slepcev, P.Eng. M.Sc.
Chief Operating Officer
From the ground
up.
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Forward Looking Statements
The statements made in this presentation which are not historical facts contain certainforward-looking statements concerning potential developments affecting the business,prospects, financial condition and other aspects of the Company to which this presentationpertains. The actual results of the specific items described in this presentation, and theCompany’s operations generally, may differ materially from what is projected in such forward-looking statements. Although such statements are based upon the best judgments ofmanagement of the Company as of the date of this presentation, significant deviations inmagnitude, timing and other factors may result from business risks and uncertaintiesincluding, without limitation, the Company’s dependence on third parties, general market andeconomic conditions, technical factors, the availability of outside capital, receipt of revenuesand other factors, many of which are beyond the control of the Company. The Companydisclaims any obligation to update information contained in any forward-looking statement.
From the ground
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TSX:AN
XAbout Anaconda
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Atlantic Canada Regional Gold Producer, Developer and Explorer
Only pure play gold producer in region ~16,000 ounces of annual production
Stable, low-risk jurisdiction
Increasing annual production profile with the development of the Goldboro Project
Targeting approximately 50,000 ounces per year by 2020
Large, mostly high-grade mineral resource portfolio, potential to significantly
increase ounces
Currently, over 600,000 ounces in the measured and indicated categories; Over 400,000 ounces in the
inferred category
Approx. 75% of the mineral resources in the Meguma Terrane (analog for Bendigo Camp) mineralized
anticlinal gold bearing belts
Approx. 70% of measured and indicated resources are above 5.0 g/t(†)
Development Strategy - Expanding existing Mineral Resource/Reserve Base
Exploration Focus on Point Rousse - Argyle and Nova Scotia's Goldboro Projects
Focus on long term planning and permitting (Goldboro & Argyle)
Goldboro – drilling, baseline studies, metallurgical testing, engineering, PEA Study
Argyle – drilling, baseline studies, metallurgical testing, engineering,..
Scrape Trend
Pine CoveStog’er Tight
Argyle
Great Extended
Hustler, Bendigo
Goldboro
OPEN
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Producer
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Leveraging Mill and existing site infrastructure to
increase production in the long term
1300tpd operating mill fully automated
Permitted In-pit Tailings Disposal –7MT – 15 years of the storage capacity
Mine waste rock export – contract @ 3.5Mt
Operating port facility - Ore import
Management team with track record of running profitable, safe operations
100+ years of experience
Small and flexible work force
Experienced in economically mining small-scale deposits
CIM, Newfoundland Branch, Miner of the Year, 2016
Top 30 Best Places to Work in Atlantic Canada, 2016
Generated approximately $40M in project level EBITDA in the last almost 6 fiscal years
Innovation
Using new technologies to decrease dilution and increase ore recovery (BMMs, GPS, Drone,…)
Mill Automatization increased mill performance and throughput from 1,100tpd to over 1,300tpd
Developing new techniques for narrow vein mining – ACOA & Memorial University cooperation
Many smaller innovation projects undergo including reprocessing mill tailings, using tailings as fertilizer,
growing grass and vegetables in TSF, etc. 250 km
Point Rousse
Goldboro
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Innovation – Point Rousse
Project - MineAnaconda develops, tests, refines and uses innovative technology to further improve its business
Blast movement monitoring technology for grade control
• Track blast movement
• Adjust ore limits based on blast movement
• Decrease mining dilution
Employing GPS equipment on excavators to more efficiently muck ore
• Load moved ore limits to the system
• Ore mined within set limits
• Decreased need for surveying
Smart planes (drones)
• Exploration surveying
• Mine progress surveys
• Projects surveys and
• Month end reconciliations
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Innovation – Mine - BMM
BMM – Blast Movement
Monitoring
Ore limits are established by
geologists based on blasthole sample
results.
Additional holes are drilled along the
ore limits to place sensors.
Blast movement monitors/ balls are
manufactured in four different colors
- different frequencies.
Colors help with filed recovery.
Blast Movement Monitors locations
are surveyed before the blast using
GPS data collector.
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Innovation – Mine - BMM
BMM –Blast Movement
Monitoring
Blast movement monitors are located
after the blast using BMM detector
Surveyor also surveys GPS location of
the recovered monitor-ball.
BMMs locations surveyed before and
after the blast were imported in
BMM software to determine the
movement.
Ore outlines transformed based on
the movement vectors
Blast movement on average 2-5
metres (extreme 5-10 metres)
Transformed outlines are marked in
the field and loaded on GPS prior to
extraction
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Innovation – Mine - BMM
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Innovation – Mine - GPS
Using GPS on the shovel
to more selectively dig ore
Two antennas, display unit and
sensors
GPS unit supplied by Leica
Geosystems
In use since November 2014
Dig limits supplied to shovel as
3D shapes
Limits digging vertically and
horizontally
Selectively dig ore and waste
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Mine - Drones
SmartPlanes – Unmanned Aerial
Vehicle (UAV)
Advantages compared to
standard GPS surveys:
Faster data acquisition
Higher resolution and data
quality
Bigger area coverage
Safer
Application:
Exploration
Month end reconciliation
Site-specific surveys
Geotechnical/Wall mapping
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Mine - Drones
SmartPlanes – Unmanned Aerial Vehicle (UAV) use: Exploration
Argyle
Viking
Goldboro
Month end reconciliation Ore stockpiles survey
Open pit
Dump progress
Site-specific surveys
Tailings dam containment
Development progress:
Dumps & Polishing Pond and Tailings
Tree cutting
Stripping
Stog’er Tight
Dock
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Flying a drone
1. Build flight Plan - GCS Smart Plane software
2. Pre-flight
Marking Reference point on the ground
Drone & Camera pre flight checkup
Ground station set-up
3. Take off - manual
4. Flight –The onboard camera creates a set of
photos that are used to create 3D surfaces.
Flight 45 minutes and covers 0.45km2
5. Landing – crush landing
6. Data Download
7. Software AgiSoft data manipulation
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Photogrammetry
Photogrammetry is the science of making measurements from photographs when overlapping exact positions of surface points within photos.
Ground control points are curtail to keep the vertical accuracy is witan few centimeters.
With the combination of Agisoft, Smart Plane Aerial photos and Trimble GPS survey equipment we can produce various georeferenced models of topographies.
• Those models include: • Dense clouds model (point Cloud),
• 3D surface model,
Outputs: Digital elevation model (DEM),
Ortho mosaic photo.
3DM contours
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Camera Stations
Data processing:
1. Copy pictures from Cameras SD card to
computer hard drive.
2. Copy Smart Plane data file from the flight
into the same folder.
3. Open AM smart Plane Software and
select the data file and run the
programme.
4. AM programme interprets the data file
and links every picture to the GPS
coordinate location were the picture was
taken during the flight.
5. The software will then produce a camera
station file, this file contains the photo
id with x, y, z, coordinates.
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Point Model
• The picture to the right is called tie
point model. Each point in the
model is a common overlapping
point within 2 or more photos.
• The pictures on the right are
examples of a point cloud.
• A point cloud is a set of data
points in a three-dimensional
coordinate system, these points
are defined by X, Y, and Z
coordinates and create a surface
when combined together.
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Build Mesh
The pictures on the right are
examples of mesh or surface that can
be generated from the point cloud.
The mesh can be exported as a Dxf
3d face.
With these surfaces you can:
• compare pit surfaces from
previous months to calculate
differences in volume.
• Trim the surfaces to calculate stock
pile volumes.
• Update as-build drawings.
• Compare pit to ultimate pit design
to insure final pit design is being
followed.
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Build DEM & Generate Contours
After the mesh is
constructed it is now
possible to produce A DEM
( Digital Elevation Model ).
DEMs are exported to
Surpac and used for volume
calculation
From the DEM you can
produce contours of the
topography
Contours are used by
engineering to assemble
drawings in Surpac and
AutoCAD to track pit, dump
and project progress
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Ortho mosaic photo
Drone software can
construct an ortho mosaic
photo as shown on the
right.
Photos are used to
visually track and inspect:
• pit,
• dump,
• tailings construction
and filling schedule,
• stockpile and
• projects progress.
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Wall mapping and surface
construction Agisoft can be used to construct 3D model and point clouds using generic photo recognition.
Uploading multiple overlapping photo of an object into Agisoft.
If with in the photo’s there are reference point you can pin reference markers do designated location and the 3D model of the object will be scaled and reference to the coordinate system of choice.
These types of models can be handy to achieve high definition models of pit walls and surfaces. Pit wall models can be used to map geological features in mining software.
1. Along the toe of the wall stake targets with spray paint.
2. Each marker will need to be numbered and visible in the photo.
3. Every photo would require a minimum of two reference point in the photo.
4. Survey the centre of each target.
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Taking the photos
1. When taking the photos of the object/wall take them parallel to the surface moving along.
2. Then make another 2 pass’s at a closer distance each pass across the wall.
3. Note: keep the camera angle square to the object. It is best to avoid shadows in the pictures, photos of pit walls have the best resolution when the rock is wet and shaded.
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Construct various surfaces
Follow the procedure to construct the
different types of surfaces.
1. Dense Cloud
2. Mesh
3. Orthomosaic photo
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Mapping geological features
1. Select “orthomosaic” photo in the
workspace tab.
2. Select “draw polyline” in tool bar.
3. Trace desired geological feature.
4. In this exampled an argillite feature
was traced.
5. In Surpac convert dxf to string file.
6. Open DTM surface of the wall.
7. Drape string of the desired DTM.
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Mapping geological features Map Info
and Surpac
Stog’er Tight Pit
Pine Cove Pit
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Month End reconciliation
446 April 29 2016 5012 4,420 1.201 5,307 17,574 13,154 4,042 1.166 4,715 17,574 13,532 132 125 1.17 146 1,320 1,188 -97% 95%
450B May 17 2016 5006 1,322 1.249 1,651 5,707 4,385 1,739 2.460 4,278 5,707 3,968 968 919 2.46 2,260 7,531 6,563 -47% 95%
450C June 17 2016 Ramp 1,102 1.233 1,359 2,161 1,059 1,816 1.515 2,750 2,161 345 1,408 1,336 1.51 2,024 - 1,408 -26% 95%
454 May 30 2016 5006 1,634 1.428 2,333 22,651 21,017 5,297 1.000 5,297 22,651 17,354 8,404 7,977 1.00 7,977 28,424 20,020 51% 95%
456 June 3 2016 5006 0 0.000 0 42,185 42,185 1,683 1.070 1,801 42,185 40,502 3,009 2,856 1.07 3,056 49,421 46,412 70% 95%
459 June 14 2016 5000 17,581 1.455 25,580 49,560 31,979 21,843 1.488 32,510 49,560 27,717 22,894 21,731 1.49 32,343 39,734 16,840 -1% 95%
464 June 24 2016 5000 - 0.000 - - - 380 0.682 260 - - 380 176 167 0.68 114 - 176 -56% 95%
460 June 17 2016 5000 746 0.813 606 31,742 30,996 1,548 0.763 1,181 31,742 30,194 1,452 1,378 0.76 1,052 3,652 2,200 -11% 95%
459 June 14 2016 5000 1.455 - 49,560 49,560 1.488 - 49,560 49,560 6,292 5,761 1.49 8,574 9,152 2,860 #DIV/0! 92%
460 June 17 2016 5000 0.813 - 31,742 31,742 0.763 - 31,742 31,742 308 282 0.76 215 7,846 7,538 #DIV/0! 92%
465 30-Jun-16 5000 6,380 1.372 8,753 34,277 27,897 5,782 1.140 6,591 34,277 28,495 6,732 6,164 1.14 7,026 42,340 35,608 7% 92%
465b 30-Jun-16 5000 3,332 1.059 3,529 9,682 6,350 2,609 1.620 4,227 9,682 7,073 4,004 3,666 1.62 5,939 14,080 10,076 41% 92%
465t 30-Jun-16 5000 3,019 1.037 3,131 9,370 6,351 1,426 1.710 2,438 9,370 7,944 2,112 1,934 1.71 3,307 6,556 4,444 36% 92%
466 8-Jul-16 5000 1,180 0.966 1,140 13,881 12,701 531 1.804 959 13,881 13,350 1,188 1,088 1.80 1,962 28,204 27,016 105% 92%
467 15-Jul-16 5000 146 1.069 156 26,153 26,007 389 0.880 343 26,153 25,764 308 282 0.88 248 18,304 17,996 -28% 92%
468 cleanup prep 5006 0 0.000 0 0 - 308 0.700 216 0 - 308 308 282 0.70 197 2,492 2,184 -8% 92%
468A 25-Jul-16 5000 3,924 1.140 4,473 13,881 9,957 256 1.580 404 13,881 13,625 44 40 1.58 64 10,602 10,558 -84% 92%
470 12-Jul-16 4994 1,493 0.809 1,208 35,059 33,566 1,215 1.250 1,519 35,059 33,844 1,716 1,571 1.25 1,964 42,854 41,138 29% 92%
474 31-Jul-16 4994 7,005 1.474 10,325 28,399 21,394 7,781 1.200 9,337 28,399 20,618 9,960 9,415 1.20 11,298 36,004 26,044 21% 95%
476 8-Aug-16 4994 0 0.000 0 29,182 29,182 300 0.975 293 29,182 28,882 88 83 0.98 81 47,564 47,476 -72% 95%
477 10-Aug-16 4994 5,368 1.062 5,701 21,547 16,179 4,001 1.221 4,884 21,547 17,546 3,244 3,066 1.22 3,743 24,886 21,642 -23% 95%
5000SD 5000 - 0.000 - - - - - - - - 264 250 - - 5,834 5,570 #DIV/0! 95%
480 13-Aug-16 4994 4,188 1.100 4,607 22,483 18,295 14,861 1.293 19,223 22,483 7,622 15,018 14,196 1.29 18,362 34,816 19,798 -4% 95%
479A 21-Aug-16 4994 4,712 1.438 6,776 13,935 9,223 12,061 1.405 16,941 13,935 1,874 14,774 13,965 1.40 19,616 18,024 3,250 16% 95%
484 17-Aug-16 4988 1,024 1.006 1,030 37,615 36,591 1,451 0.934 1,355 37,615 36,164 1,460 1,380 0.93 1,289 47,770 46,310 -5% 95%
478 21-Aug-16 4994 Ramp 0 0.000 - 13,835 13,835 2,152 1.255 2,701 13,835 11,683 2,188 2,068 1.26 2,596 17,562 15,374 -4% 95%
479B 28-Aug-16 4994 5,412 1.148 6,213 12,140 6,728 7,469 1.161 8,675 12,140 4,671 6,600 6,239 1.16 7,246 11,968 5,368 -16% 95%
487 24-Aug-16 4988 0 0.000 - 24,948 24,948 286 1.231 351 24,948 24,662 88 83 1.23 102 29,008 28,920 -71% 95%
479B 28-Aug-16 4994 1.15 - 12,140 12,140 1.16 - 12,140 12,140 396 363 1.16 421 3,564 3,168 #DIV/0! 92%
488 1-Sep-16 4994 3,900 1.40 5,452 34,442 30,542 2,366 1.22 2,887 34,442 32,076 2,156 1,975 1.22 2,410 52,456 50,300 -17% 92%
490 29-Aug-16 4988 0 0.00 0 18,824 18,824 341 0.84 286 18,824 18,483 176 161 0.84 135 21,540 21,364 -53% 92%
492 6-Sep-16 4988 0 0.00 0 26,233 26,233 614 1.06 651 26,233 25,619 132 121 1.06 128 33,740 33,608 -80% 92%
493 8-Sep-16 4988 220 1.43 315 24,638 24,418 1,003 0.78 783 24,638 23,635 528 484 0.78 378 36,355 35,827 -52% 92%
494 11-Sep-16 4988 146 0.84 123 17,988 17,842 2,646 1.28 3,386 17,988 15,342 2,358 2,160 1.28 2,765 20,535 18,177 -18% 92%
495 14-Sep-16 4988 8,333 1.74 14,458 21,790 13,457 9,500 1.23 11,685 21,790 12,290 9,047 8,289 1.23 10,196 27,103 18,056 -13% 92%
4994SD 4994 0 0.00 0 0 - 352 0.70 246 0 - 352 352 323 0.70 226 3,564 3,212 -8% 92%
498 top 28-Sep-16 4988 0 0.00 0 0 0 88 0.70 62 0 - 88 88 81 0.70 56 - 88 -8% 92%
496 18-Sep-16 4988 11,421 1.51 17,246 22,156 10,735 12,630 1.24 15,661 22,156 9,526 14,958 13,705 1.24 16,994 27,934 12,976 9% 92%
499 17-Sep-16 4982 1,339 0.95 1,272 16,081 14,742 733 1.24 909 16,081 15,348 792 726 1.24 900 14,212 13,420 -1% 92%
497 23-Sep-16 4988 2,139 1.05 2,240 32,152 30,013 12,466 1.59 19,821 32,152 19,686 13,420 12,296 1.59 19,550 32,340 18,920 -1% 92%
501 28-Sep-16 4988 7,095 1.43 10,160 17,376 10,281 11,823 1.53 18,089 17,376 5,553 9,824 9,001 1.53 13,771 11,402 1,578 -24% 92%
501 28-Sep-16 4988 1.43 - 17,376 17,376 1.53 - 17,376 17,376 2,948 2,738 1.53 4,188 6,336 3,388 #DIV/0! 93%
503 26-Sep-16 4982 1,976 1.58 3,130 14,828 12,852 238 2.00 476 14,828 14,590 132 123 2.00 245 23,892 23,760 -48% 93%
506T 4982 - - 220 0.70 154 - - 220 220 204 0.70 143 220 - -7% 93%
507 4/Oct/16 4988 976 0.77 750 17,456 16,480 1,550 1.17 1,813 17,456 15,906 2,024 1,879 1.17 2,199 29,760 27,736 21% 93%
498 4/Oct/16 4988 1,327 1.57 2,085 5,938 4,611 347 2.05 711 5,938 5,591 660 613 2.05 1,254 7,524 6,864 76% 93%
506 9-Oct-16 4982 7,153 1.34 9,564 15,394 8,241 3,674 1.15 4,225 15,394 11,720 3,860 3,584 1.15 4,122 17,442 13,582 -2% 93%
509 14-Oct-16 4982 7,805 1.49 11,629 54,525 46,720 6,793 1.15 7,812 54,525 47,732 5,676 5,271 1.15 6,061 38,544 32,868 -22% 93%
4982A 4982 - - 176 0.70 123 - - 176 176 163 0.70 114 264 88 -7% 93%
512T 4982 - - 1,452 0.70 1,016 - - 1,452 1,452 1,348 0.70 944 5,148 3,696 -7% 93%
512 21-Oct-16 4982 26,137 1.61 42,107 55,016 28,879 31,757 1.42 45,095 55,016 23,259 19,844 18,427 1.42 26,167 29,656 9,812 -42% 93%
509 14-Oct-16 4982 1.49 - 54,525 54,525 1.15 - 54,525 54,525 4,444 4,426 1.15 5,090 19,316 14,872 #DIV/0! 100%
512 21-Oct-16 4982 1.61 - 55,016 55,016 1.42 - 55,016 55,016 16,588 16,521 1.42 23,460 26,532 9,944 #DIV/0! 100%
512T 4982 - - 220 0.70 154 - - 220 220 219 0.70 153 5,940 5,720 0% 100%
514 29/Oct/16 4976 2,154 1.73 3,729 29,975 27,821 1,551 1.24 1,923 29,975 28,424 2,590 2,580 1.24 3,199 28,400 25,810 66% 100%
518 19/Nov/16 4974 2,707 1.85 5,005 15,862 13,155 712 0.99 705 15,862 15,150 352 351 0.99 347 6,644 6,292 -51% 100%
515 2/Nov/16 4976 4,955 1.58 7,814 23,326 18,371 5,910 1.77 10,461 23,326 17,416 6,204 6,179 1.77 10,937 21,296 15,092 5% 100%
520 4-Nov-16 4976 1,258 1.17 1,469 20,990 19,732 865 1.20 1,037 20,990 20,125 484 482 1.20 578 14,608 14,124 -44% 100%
521 19-Nov-16 4982 1,544 1.24 1,918 11,296 9,752 6,052 1.05 6,354 11,296 5,244 8,888 8,852 1.05 9,295 13,722 4,834 46% 100%
521T - - 176 0.70 123 - - 176 176 175 0.70 123 - 176 0% 100%
516 24-Nov-16 4982 663 1.18 780 16,464 15,801 2,920 2.12 6,189 16,464 13,544 3,520 3,506 2.12 7,432 8,052 4,532 20% 100%
522T 4976 - - 484 0.70 339 - - 484 484 482 0.70 337 2,376 1,892 0% 100%
524T 4982 - - 44 0.70 31 - - 44 44 44 0.70 31 176 132 0% 100%
525T 4982 - - 528 0.70 370 - - 528 528 526 0.70 368 1,584 1,056 0% 100%
516T 4982 - - 704 0.70 493 - - 704 704 701 0.70 491 1,760 1,056 0% 100%
525a 2/Dec/16 4982 661 1.49 982 7,994 7,333 5,378 1.62 8,712 7,994 2,616 5,896 5,699 1.62 9,232 9,460 3,564 6% 97%
522 26/Nov/16 4976 5,302 1.37 7,253 25,563 20,261 7,291 1.08 7,857 25,563 18,272 7,876 7,613 1.08 8,203 26,180 18,304 4% 97%
526 7-Dec-16 4976 16,600 1.64 27,241 24,538 7,938 11,522 1.20 13,864 24,538 13,016 10,736 10,377 1.20 12,486 21,208 10,472 -10% 97%
524 10-Dec-16 4982 302 0.78 236 12,550 12,248 4,349 1.57 6,844 12,550 8,201 4,704 4,547 1.57 7,156 27,724 23,020 5% 97%
525b 10-Dec-16 4982 - - - - 1,052 1.37 1,441 - - 1,052 996 963 1.37 1,319 2,388 1,392 -8% 97%
514 29/Oct/16 4976 1.73 - - 1.73 - - - 968 936 1.73 1,620 16,896 15,928 #DIV/0! 97%
515 2/Nov/16 4976 1.58 - - 1.58 - - - 1,892 1,829 1.58 2,884 5,060 3,168 #DIV/0! 97%
525b 10/Dec/16 4982 - - - - - 1.37 - - - 132 124 1.37 169 2,992 2,868.40 #DIV/0! 94%
527 15/Dec/16 4976 10,085 1.25 12,586 26,037 15,952 18,767 1.30 24,398 26,037 7,270 21,076 19,735 1.30 25,656 32,920 13,184.98 5% 94%
528 22/Dec/16 4976 366 1.24 453 27,143 26,777 585 0.95 557 27,143 26,558 880 824 0.95 785 25,872 25,047.99 41% 94%
531 24/Jan/17 4976 1,327 1.30 1,730 18,852 17,525 1,391 1.24 1,723 18,852 17,461 1,408 1,318 1.24 1,633 20,812 19,493.59 -5% 94%
532 26/Jan/17 4970 5,592 1.84 10,278 27,143 21,551 6,739 1.46 9,842 27,143 20,404 2,068 1,936 1.46 2,828 2,376 439.58 -71% 94%
522 26/Nov/16 4976 1.37 - 25,563 25,563 1.08 - 25,563 25,563 1,144 1,071 1.08 1,154 6,776 5,704.79 #DIV/0! 94%
526 7/Dec/16 4976 1.64 - 24,538 24,538 1.20 - 24,538 24,538 352 330 1.20 397 704 374.40 #DIV/0! 94%
529 1/Feb/17 4976 5,002 1.17 5,867 24,049 19,047 7,681 1.50 11,521 24,049 16,369 10,208 10,209 1.50 15,313 29,392 19,183.09 33% 100%
532 26/Jan/17 4970 1.84 - 25,094 25,094 2.08 - 25,094 25,094 5,124 5,124 2.08 10,642 51,806 46,681.54 #DIV/0! 100%
535 ramp 8/Feb/17 4974-4968 807 1.43 1,156 14,655 13,848 1,682 1.39 2,345 14,655 12,973 1,716 1,716 1.39 2,393 12,980 11,263.85 2% 100%
536 10/Feb/17 4970 24,867 1.65 40,956 56,154 31,287 20,531 1.12 22,940 56,154 35,623 17,820 17,822 1.12 19,912 51,524 33,702.41 -13% 100%
530A 20/Feb/17 4976 3,824 1.81 6,921 21,526 17,702 9,517 1.35 12,865 21,526 12,010 8,932 8,933 1.35 12,075 23,100 14,167.20 -6% 100%
536 10/Feb/17 4970 1.65 40,956 56,154 31,287 1.12 22,940 56,154 35,623 4,840 4,411 1.12 4,928 19,096 14,685.10 #DIV/0! 91%
536 RO 10/Feb/17 4970 - - 1,980 1.12 2,028 - - 1,810
1,980 1,804 1.12 2,021 8,888 7,083.54
-9%91%
536 and above
benches
539 10/Mar/17 4970 12,829 1.76 22,541 27,247 14,418 15,941 1.47 23,501 27,247 11,306 17,584 16,025 1.47 23,624 31,588 15,562.95 1% 91%
540 21/Mar/17 4970 2,939 1.35 3,956 28,916 25,977 2,326 1.53 3,559 28,916 26,590 924 842 1.53 1,288 30,316 29,392 -64% 91%
545 24-Mar-17 4964 11,035 1.82 20,128 24,834 13,799 10,316 1.76 18,156 24,834 14,518 6,676 6,084 1.76 10,708 18,168 11,492 -41% 91%
Blast cut-out, not
able to get BMMs
537 1-Mar-17 4964 680 0.81 548 33,150 32,470 708 0.89 631 33,150 32,442 176 160 0.89 143 59,666 59,490 -77% 91%
535 ramp 8-Feb-17 4974-4968 440 422 1.39 589 1,100 677.60 -75% 96%
544 6-Apr-17 4964 4,026 1.47 5,930 17,735 13,709 5,436 1.54 8,354 17,735 12,299 3,454 3,326 1.54 5,112 12,368 9,041.65 -39% 96%
545 24-Mar-17 4964 18,201 24,834 14,518
2,278 2,194 1.76 3,870 4,682 2,488.19
-79%96%
781.2t of sub-drill
not included
546 30-Mar-17 4964 12,987 1.70 22,104 24,781 11,794 12,576 1.45 18,260 24,781 12,205
11,540 11,114 1.45 16,136 24,134 13,020.49
-12%96%
889.6t of sub-drill
not included
548 12-Apr-17 4964 14,905 1.77 26,412 25,733 10,828 14,672 1.41 20,751 25,733 11,061 15,962 15,372 1.41 21,741 15,390 - 572 5% 96%
1106.9t of sub-
drill not included
4976 SD 4976 - - 2,872 0.70 2,011 - - 2,872 2,992 2,881 0.70 2,017 2,812 - 180 0% 96%
4970 SD 4970 - - 1,582 0.70 1,107 - - 1,582 1,648 1,587 0.70 1,111 10,252 8,604 0% 96%
540 21-Mar-17 4970 - 28,916 28,916 - 28,916 28,916 924 833 1.53 1,275 16,184 15,350.71 -64% 90%
552 2-May-17 4970 1,198 1.05 1,253 16,363 15,165 1,369 1.01 1,382 16,363 14,994 1,452 1,309 1.01 1,322 22,264 20,954.54 -4% 90%
553 4-May-17 4970 3,040 1.10 3,350 20,871 17,831 6,283 1.13 7,126 20,871 14,588 5,976 5,389 1.13 6,112 22,866 17,476.67 -14% 90%
549 10-May-17 4964 14,055 1.54 21,588 14,686 631 8,466 1.53 12,911 14,686 6,220 9,680 8,730 1.53 13,314 18,700 9,970.30 3% 90%
4970 SD 4970 - - 0.70 - - - 968 873 0.70 611 10,782 9,814 #DIV/0! 90%
554 23-May-17 4964 2,470 1.86 4,594 29,809 27,339 1,340 1.64 2,204 29,809 28,469 1,230 1,109 1.64 1,824 24,376 23,146 -17% 90%
554 SD - - 1.64 - - - 308 278 1.64 457 4,796 4,488 #DIV/0! 90%
555A RO - - 1.44 - - - 176 159 1.44 229 220 44 #DIV/0! 90%
557 16-May-17 4964 1,801 2.34 4,216 12,107 10,306 1,524 1.21 1,843 12,107 10,583 1,232 1,111 1.21 1,344 12,188 10,956 -27% 90%
555A 26-May-17 4964 3,444 1.33 4,563 17,996 14,552 7,029 1.44 10,145 17,996 10,967 6,820 6,150 1.44 8,877 19,580 12,760 -12% 90%
327,380 1.63 532,923 1,991,773 1,639,526 413,064 1.45 597,335 2,016,607 1,572,864 454,772 430,653 1.35 582,525 1,940,471 1,492,007 4.3%
11%
1/1/2017 BM - 14,810.48
327,380- 532,923-
May-16 FY 2016 Tonnes Gramms Ounces Percent
Material Inventory End Grade Mine Actual Ore Production Reconciled Mill BM -Mine Grams 66,996 2,154 13% Grade Difference 17%
(-2)A 20,711 0.90 18,640 Tonnes Grade Grams Month Tonnes Grade Grams BM -Mine Tonnes 114,961 35%
(-2)B - Oversize 1,049 1.25 1,311 June 36,490 1.34 48,973 17% June 30,171 1.12 33,688 BM -DB Grams 64,412 2,071 12% Grade Difference 11%
(+2) - 2.00 - July 21,069 1.40 29,497 12% July 33,753 1.23 41,516 BM -DB Tonnes 85,684 26%
LG - 0.70 - August 50,746 1.27 64,334 9% August 38,054 1.15 43,734 DB Mine Grams 2,584 83 0% Grade Difference 6%
Crush+Scat 4,522 1.20 5,426 September 49,684 1.37 67,931 15% September 37,615 1.16 43,592 DB Mine Tonnes 29,277 7%
Fines 701 1.50 623 October 34,351 1.32 45,438 -19% October 37,721 1.57 59,202 DB - Mill - Grams -11,183 360- -2% Grade Difference 8%Marginal 37,158 0.70 26,011 November 45,043 1.37 61,840 -4% November 32,709 1.42 46,588 DB - Mill - Tonnes 22,458 5%
Total 26,983 0.96 26,000 December 31,963 1.34 42,794 13% December 32,801 1.17 38,322 BM- Mill - Grams 53,229 1,712 10% Grade Difference 18%
January 25,338 1.29 32,622 -3% January 39,352 1.33 52,338 BM - Mill - Tonnes 108,142 33%
Broken Waste (Pit) 33,925 February 43,804 1.38 60,335 5% February 34,205 1.31 44,950 Mine- Mill - Grams 3,817- 123- -1% Grade Difference 2%
Broken Ore (Pit) 12,657 2.01 25,436 March 29,327 1.46 42,713 -4% March 36,403 1.51 54,969 Mine- Mill - Tonnes 4,869- -1%
April 36,897 1.37 50,577 -7% April 34,815 1.47 51,074
May-17 May 25,942 1.36 35,281 -10% May 36,738 1.49 54,850
Material Inventory End Grade Mined 430,653 1.35 582,335 2% 424,337 1.33 564,822 0.30 18%
(-2)A 27,301 1.10 30,031
(-2)B - Oversize 1,806 1.30 2,348 STPL_May_difference 11,185 1.91 21,330 98%
(+2) 2.00 - 4,869- -1.1% Total 435,522 1.35 586,152
LG 0.70 -
Crush 2,804 1.30 3,645 Grade diff 18% Grade diff 2%
Scat 110 0.52 57 Grade diff Monthly 8% Grade diff -10%
Fines 6,147 1.83 11,249
Marginal 0.50 - December 34,205 1.17 40,020
Total 38,168 1.24 47,330 1426 December Stoger 1,404 1.21 1,699
Fe
bru
ary
20
17
-
Ju
ne
20
16
Ma
rch
20
17
-
Ju
ne
20
16
BM
Ju
ly 2
01
6 -
Ju
ne
20
16
BM
Tonnes
(waste)
Assay
Tonnes
Tonnes
(waste)
De
ce
mb
er
20
16
- J
un
e
20
16
BM
MUCKING DATA
Model
Tonnes OreBlast #
No
ve
mb
er
20
16
- J
un
e
20
16
BM
Au
gu
st
20
16
- J
un
e
20
16
BM
Model
Grade
ANACONDA MINING INC. - PINE COVE PROJECT - 2017 fiscal year (june 2016 -May 2017)BLAST DATA MODEL DATA PRODUCTION HOLE DATA
Surveyed
Mucked
Tonnes
Surveyed
Tonnes (ore
& waste)
Factor Level Assay Grade
Load Count
Mucked
Tonnes
YTD FIGURES
Ju
ne
20
16
-
Oc
tob
er
20
15
BM
Se
pte
mb
er
20
16
- J
un
e
20
16
BM
Oc
tob
er
20
16
- J
un
e
20
16
BM
Blast DateTotal Tonnes
(ore & waste) Assay Grade Grams
Ma
y 2
01
7 -
Ju
ne
20
16
BM
Ap
ril 2
01
7 -
Ju
ne
20
16
BM
Mining
Dilution Mo
nth
Ja
nu
ary
20
17
-
Ju
ne
20
16
BM
Comments GramsGramsTotal Tonnes
(ore & waste)
Tonnes
(waste)
1. Dilution decreased from 25% to 5% - 20% - savings of 3M/year
• Milling waste 20% x 1300 = 260tpd x $20 =$5200day *365days =$2M
• Tailings storage 260tpd x 365days = 100,000t @ $10 = $1M
2. Processing 260tpd x 365days – 3,500 oz – 5M in revenue – EBITDA – 1.5M
From the ground
up.
TSX:AN
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25
Thank You
Questions?
From the ground
up.
TSX:AN
XExperienced and Invested Team
Executive Management Team
Dustin Angelo
President, CEO & Director
Robert Dufour
Chief Financial Officer
Gordana Slepcev
Chief Operating Officer
Paul McNeill
Vice President, Exploration
Allan Cramm
Vice President, Innovation and Development
Lynn Hammond
Vice President, Public Relations
Board of Directors
Jonathan Fitzgerald (Chairman)
President of Stope Capital Advisors Inc.
Kevin Bullock
Chief Executive Officer of Golden Reign Resources Ltd.
Michael Byron
President & CEO of Nighthawk Gold Corp.
Jacques Levesque
Former CFO of Orex Exploration Inc.
Lewis Lawrick
Managing Partner of Thorsen-Fordyce Merchant Capital Inc.
Maruf Raza
Partner at MNP LLP
Over 100 years of cumulative experience in mining on the executive management team.
Experience in developing and operating mining projects in Atlantic Canada.
Board and Management collectively own 7.8% of Anaconda Mining.
26
From the ground
up.
TSX:AN
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27
System parts
From the ground
up.
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28
Smart Planes UAV - Drones
Operation:
Flight path is made and downloaded onto the aircrafts
onboard system
The drone is thrown into the air by a member of the team
while another member operates the RC controller.
The flight starts in assisted mode and transitions to auto
mode to achieve pre-set flight path
The drone has an endurance of approximately 45 minutes
and would cover 0.45km2, depending on the elevation at
which the drone is flown. The battery will die and the plane
will fall out of the sky.
The direction in which the plane fly's should be
perpendicular to wind direction. Do not fly in wind
condition that exceed 30km/hour.
The onboard camera creates a set of photos that are used
to create 3D surfaces
From the ground
up.
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29
Smart Plane GCS software
From the ground
up.
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30
Flying a drone
1. Build flight Plan
2. Pre-flight
1. Marking Reference point on the ground
2. Drone assembly
3. Drone & Camera pre flight checkup
4. Ground station set-up
3. Take off
4. Flight
5. Landing
6. Data Download
7. Software Agi Soft data manipulation
From the ground
up.
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31
Smart Plane GCS Flight Plan
Indicators
From the ground
up.
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32
Smart Plane GCS: Building
Flight Plan1. Open GCS smart plane software.
2. Select: “plan” tab in top left corner.
3. Select: “add map” this would be a
georeferenced photo produced in previous fly
overs, the photo must be exported as a UTM
ZONE21 NAD83. Also photo must be low
resolution under 1mb.
4. Select the photo to be used and open.
From the ground
up.
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33
Smart Plane GCS: Building
Flight Plan1. Center photo: Select: “center”
2. Click and hold the tail of the photo
block. The plane will fly parallel to this
tab. Note: the direction in which the
plane fly's should be perpendicular to
wind direction. Do not fly in wind
condition that exceed 30km/hour.
3. Click and drag the corners of the photo
block to cover the desired area to fly
over.
4. Adjust photo overlap across to 60%,
Adjust photo along to 70%
5. Adjust flying altitude to be 160m
6. It is important that the flight plan does
not exceed 45min of total flight time.
The battery will die and the plane will
fall out of the sky.
7. Save flight plan.
From the ground
up.
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Pre-Flight
Have surveyor lay out reference points. You
will need a minimum of two reference point
for each working bench in the pit. 3 around
the stock piles. 2 for the dams and 2 in the
north pit dump area. The reference points
should be a large cross painted on the
ground with orange florescent spray paint.
Surveyor will then survey the center of the
cross with GPS equipment. Note: the more
reference points used in the survey the
better and more accurate the data will be.
From the ground
up.
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Pre-Flight: Drone Assembly
1. Insert the joiner rod and spar
tube.
2. Join the wings.
3. Tighten turnbuckle.
4. Slid the fuselage over the
wings.
5. Fasten front straps.
6. Connect wing servos and radio
modem and RC-receiver.
1 2
654
3
From the ground
up.
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Pre-Flight: Drone Assembly
1. Attach the fins by inserting the piano wire prong into the nylon tube located in the trailing
edge of the wing tip.
2. Insert and secure and secure the front Velcro trips.
3. Check that the fins are fully seated onto the piano wire and pull firmly, secure Velcro.
1 1 2 & 3
From the ground
up.
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Pre-Flight: Drone Assembly
1. Check camera settings and battery status. Connect the camera cable and mount the camera
in the foam bed. Secure with the Velcro straps.
2. Make sure the camera is correctly aligned by temporarily switching it on and verifying that it
has an unobstructed view through the fuselage by examining the display.
3. Inspect that the camera window is clean and properly seated.
1 & 2 3
From the ground
up.
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Pre-Flight: Drone Assembly
Connect the flight battery plugs to the battery and mount the battery pack by wrapping it tightly
with the Velcro straps. Adjust the position of the battery forward or backwards so that the aircraft
is balanced at the correct centre of gravity position. Note: When perfectly balanced the underside
of the fuselage should be pitched up 5 degrees.
1. Battery installed
2. Check center of gravity
21
From the ground
up.
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39
Pre-Flight: Ground Control
Station
1. Plug ground control station into usb port of
laptop.
2. Mount the radio modem unit to a tripod, it is
important that the radio antenna maintains
an undisrupted view of the smart plane in the
sky.
3. Open Smart Plane GCS programme.
From the ground
up.
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40
Pre-Flight: Take off procedure
1. Place the drone on a flat level surface and turn on
the camera, then followed by the plane. IT must be
kept absolutely still while the gyros initialise (
about 10seconds)
2. Put the remote in assisted mode, and turn the
throttle off.
3. On the computer, on the Drone Flight main
screen, put the communication link to COM 3.
4. This will connect the drone to the radio and
Drone Flight program.
5. A box will pop up, identify the folder in which to save
flight data file.
6. Wait for the drone to calibrate and connect. A big
red circle will appear over the site photo on the
Drone Main screen. This is the max distance you can
fly from your currant location.
7. Load Flight plan
Select: “Plan tab > Open > Flight Plan File > Upload”
8. Select : “Flight Control Tab”
From the ground
up.
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Pre-Flight: Take-off
1. Activate plan by clicking the activate button.
2. Hold the plane level and briefly toggle the
flight mode into manual. This will reset a
navigation auto-trim offset that tends to
increase when the aircraft is stationary on the
ground.
3. Have your teammate hold and grip firmly the
fuselage by the grip tape.
4. Increase the throttle to 50%, then launch the
aircraft with a powerful throw into the wind at
about 30% upwards angle while
simultaneously advancing to full throttle.
Immediately pull back on the stick to stabilise
the climb at about 25 to 35 degrees.
5. Once high enough to clear surrounding
obstacle's switch to automatic.
From the ground
up.
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Mid Flight
1. Once the plane is in auto it will automatically go into park
mode. This is when the plane loops around above the
ground control station at the parameters chosen in the
flight plan.
2. Once the plane has reached its target parked altitude and
flying in control you can select “start photo block”.
3. The autopilot will automatically activate and control the
camera so that photos are taken at constant geographic
spacing according to the specified overlap.
4. When flying the plane it is necessary to monitor the travel
speed of the plane. The optimal speed is between 8 to
16m/s for best photo quality and maintain elevation
control. If the plane slows down to less than 6m/s it is
necessary to click the dash button. This will allow the
plane to penetrate strong winds giving another 3m/s
speed. Once the plane turns and begins flying back down
wind you can click the cruise button and the plane will
then use normal throttle set-point.
From the ground
up.
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43
Landing
1. When the plane completes the flight plan it will automatically go into park mode and return to the take-off area.
2. Close camera before landing, this will help prevent any damage to the optical lens when landing.
3. Take control of the plane in assisted mode. It is often best to descend in tight but relaxed spirals with 0 throttle at close
range, then make a single final lap up for the final approach straight into the wind while aiming for a touchdown point
close to you.
4. If landing is compromised by lack of space the operator can switch the plane back into auto and the plane will go back into
park mode.
From the ground
up.
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Post Landing
1. Once the plane has landed and secure, ensure that the plane remains in assisted mode and throttle is off so that the
propeller will not spin and hit the ground.
2. Click on the stop button, this will deactivate the RC remote to the plane.
3. Next is to close the radio link, this will complete and finalise the data file.
4. You can now fetch the plane from landing site and turn the switch on the plane to off.
From the ground
up.
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Photogrammetry
Photogrammetry is the science of making measurements from photographs when overlapping exact positions of surface points within photos.
When surveyed ground control points are marked prior to the aerial images being captured the vertical accuracy can be 5cm.
With the combination of Agisoft, Smart Plane Aerial photos and Trimble GPS survey equipment we can produce various georeferenced models of topographies.
• These models include: • dense clouds model (point Cloud),
• 3d surface model,
• Digital elevation model (DEM), ortho mosaic photo.
• Build 3DM contrours
From the ground
up.
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46
Camera Stations
1. After the flyover the processing of
the data begins.
2. Copy pictures from Cameras SD card
to computer hard drive.
3. Copy Smart Plane data file from the
flight into the same folder.
4. Open AM smart Plane Software and
select the data file and run the
programme.
5. At this point the AM programme
interprets the data file and links
every picture to the GPS coordinate
location were the picture was taken
during the flight.
6. The software will then produce a
camera station file, this file contains
the photo id with x, y, z, coordinates.
From the ground
up.
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Point Model
• The picture to the right is called tie
point model. Each point in the
model is a common overlapping
point within 2 or more photos.
• The pictures on the right are
examples of a point cloud. A
point cloud is a set of data
points in a three-dimensional
coordinate system, these points
are defined by X, Y, and Z
coordinates and create a surface
when combined together.
From the ground
up.
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Build Mesh
• The pictures on the right are
examples of mesh or surface
that can be generated from the
point cloud. The mesh can be
exported as a Dxf 3d face.
With these surfaces you can:
• compare pit surfaces from
previous months to calculate
differences in volume.
• Trim the surfaces to calculate
stock pile volumes.
• Update as-build drawings.
• Compare pit to ultimate pit
design to insure final pit design
is being followed.
From the ground
up.
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Build DEM
• After the mesh is constructed it
is now possible to produce A
DEM ( Digital Elevation Model ).
Follow the steps listed bellow to
build this
1. Select “work flow” Select “
build DEM”
2. Fill out the table with the same
parameter's as displayed on the
right.
3. Select “OK”
From the ground
up.
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Generate Contours
• From the DEM you can
produce contours of the
topography. Follow the
next steps:
1. Right click on the DEM
layer in the left table.
2. Select “generate
contours”
3. Impute desired contour
interval.
4. Select “ok”.
From the ground
up.
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51
Build Ortho mosaic photo
• To construct an ortho
mosaic photo follow the
next steps.
1. Select “workflow”
Select “build ortho
mosaic”.
2. Impute desired
parameters.
3. Select “ok”.
From the ground
up.
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52
Wall mapping and surface
construction
With Agisoft it is also possible to use the software to contruct 3d model and point clouds using generic photo recognition.
This can be done by unloading multiple overlapping photo of an object into Agisoft.
If with in the photo’s there are reference point you can pin reference markers do designated location and the 3d model of the object will be scaled and reference to the coordinate system of choice.
These types of models can be handy to achieve high definition models of pit walls and surfaces. Pit wall models can be used to map geological features in mining software.
The following slides will break down the process of constructing these models and demonstrate its benefits and capability’s.
From the ground
up.
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Staking reference points
1. Along the toe of the wall you will have to stake targets with spray paint.
2. Each marker will need to be numbered and visible in the photo.
3. Every photo would require a minimum of two reference point in the photo.
4. Survey the centre of each target.
From the ground
up.
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Taking the photos
1. When taking the photos of the object/wall take them parallel to the surface moving along.
2. Then make another 2 pass’s at a closer distance each pass across the wall.
3. Note: keep the camera angle square to the object. It is best to avoid shadows in the pictures, photos of pit walls have the best resolution when the rock is wet and shaded.
From the ground
up.
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55
Importing pictures
1. Open Agisoft Software and add
photos from photo shoot.
From the ground
up.
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56
Import Reference Points
1. Select “reference tab” in the bottom
left corner.
2. Select “import” in the top right.
3. Import surveyed reference markers
in a CSV format.
4. Fill in the table with the same
parameters as show in picture.
At this point in the process it is time to
incorporate control points which were
staked on the ground before the flight
had taken place.
From the ground
up.
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Align Photos
1. In the top tool bar select: “Workflow”--
“Align Photos”.
2. Ensure all parameters match the
following screen.
3. This process could take between 10 to
30min depending on the accuracy you
wish to proceed with.
From the ground
up.
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58
Pin Reference Points to
targets
6. Click, hold and drag the
flag/marker to the center of the target
point visible in the photo.
7. Repeat this process for every
marker and every photo in the
project. This process could take up to
40min to complete.
• It is now time to pin the
reference points to the markers
in the pictures.
1. Select: “reference tab”.
2. Select the first photo.
3. Right click on photo
4. Select “place marker”
5. Select “marker number”
From the ground
up.
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Optimise Camera Angles
Once all markers have been pined to
the associated visual reference
markers in all the pictures it is now
time to optimise camera angles. This
process is when Agisoft re-adjusts
photo alignment and scales the
drawing to fit the datum and grid
selected in previous steps. Also at this
stage the drawing is now ready for
arcuate depth construction within the
model, this will take place in the
following steps:
1. Select optimise camera angles.
2. Check boxes shown in the picture.
3. Select ok.
From the ground
up.
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60
Construct various surfaces
Follow the same steps in previous
slides to construct the different types
of surfaces.
1. Dence Clound
2. Mesh
3. Orthomosaic photo
From the ground
up.
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61
Mapping geological features
After models have been constructed it is possible to draw polylines onto the surfaces or photo. This
tool can be handy for tracing geological features on the surface. To accomplish this you need to
trace a polyline onto the orthomosaic photo than you can export this line as a dxf. The dxf can than
converted to a string file and opened in surpac. Because the polyline is being traced on a
georeferenced picture it only have x,y attributes. To give the segment its z value you can drape the
string over top of the dtm file which roots from the same Agisoft project.
From the ground
up.
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62
Mapping geological features
1. Select “orthomosaic” photo in the
workspace tab.
2. Select “draw polyline” in tool bar.
3. Trace desired geological feature.
4. In this exampled an argillite feature
was traced.
From the ground
up.
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Mapping geological features
1. Select “Shapes” folder.
2. Right click on layer.
3. Select “export layer”
4. Select “dxf” in save as type.
5. Name file
From the ground
up.
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64
Mapping geological features
1. In Surpac convert dxf to string file.
2. Open DTM surface of the wall.
3. Drape string of the desired DTM.
Mining Technology: Blast Movement Monitoring
Download this presentation:
www.AnacondaMining.com/CorporatePresentation.pdf
