rpt on heliborne em geophys surv bonar stefansson …

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REPORT ON A HELICOPTER-BORNE TIME DOMAIN ELECTROMAGNETIC GEOPHYSICAL SURVEY Bonar-Stefansson Lake Project Bonar Township Ontario, Canada RECEIVED NOV 1 8 21C3 SEOSCIENCF ASSESSMENT OfFICE Geotech Ltd. 30 Industrial Parkway. South Aurora, Ontario L4G 3W2 Tel: 905 841 5004 Fax: 905841 0611 Email: [email protected] Survey flown in October 2003 Illl l 42B06NB2001 2.26651 BONAR 010

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Page 1: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

REPORT ON A HELICOPTER-BORNE

TIME DOMAIN ELECTROMAGNETIC

GEOPHYSICAL SURVEY

Bonar-Stefansson Lake Project

Bonar Township Ontario, Canada

RECEIVEDNOV 1 8 21C3

SEOSCIENCF ASSESSMENT OfFICE

Geotech Ltd.

30 Industrial Parkway. South

Aurora, Ontario L4G 3W2

Tel: 905 841 5004

Fax: 905841 0611

Email: [email protected]

Survey flown in October 2003

Illl l

42B06NB2001 2.26651 BONAR 010

Page 2: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

TABLE OF CONTENTS

INTRODUCTION..............................................................................................................................SIJRVEYAREA.....................................................^SURVEY OPERATIONS...................................................................................................................................................5AIRCRAFT AND EQUIPMENT.............................................,..................,.....................................................................61 Akcraft.........................................................................................................................................................................^2 Electromagnetic System...............................................................................................................................................63 Airborne magnetometer...............................................................................................................................................?4 Ancillary Systems ........................................................................................................................................................7

4.1 Radar Altimeter.........................................................4.2 OPS Navigation System......................................................................................................................................74.3 Digital Acquisition System..................................................................................................................................7

5 Base Station.................................................................................................................................................................8PERSONNEL..............................................................................................................................................^DATA PROCESSING AND PRESENTATION...............................................................................................................9DELIVERABLES.............................................................................................................................................10CONCLUSIONS...............................................................................................................................................................l l

TABLE OF FIGURES

FIGURE l - LOCATION MAP ..........................................................................................................................................4FIGURE 2 ..........................................................................................................................6FIGURE 3.........................................................................................................................................................................6

TABLES

TABLE l-SAMPLINGRATES...................................................................................................................

(ieotech Ltd. n A . , ^ , . . 0 - Renort on an Airborne (.reonnvsicalSurvev

Page 3: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

REPORT ON A HELICOPTER-BORNE TIME DOMAIN ELECTROMAGNETIC SURVEY

Stefansson Lake Block, Bonar Township, Ontario, Canada

INTRODUCTION

This report describes the helicopter-borne geophysical survey carried out on behalf of Larry Gervais by Geotech Ltd. under an agreement dated October 2003. Principal geophysical sensors included a time domain electromagnetic system and a cesium magnetometer. Ancillary equipment included a OPS navigation system and a radar altimeter.

One block, referred to as Stefansson Lake Block in the Bonar Township area, was surveyed. The block is located approximately 125 km west of Timmins. The coordinates of the centre of the area are 83 0 l' 30" W, 480 24' N. The total area of the blocks is 4.4 km2, the total line kilometres flown was 47.7 km. Data acquisition was initiated and completed on October 18th, 2003.

This report describes the survey, the data processing and presentation.

~ " - Renort on an Airborne Geonhvsical Survev

Page 4: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

SURVEY AREA

The survey area is shown in figure l.

Figure l - Location Map

'i i ' i i ' i 'i i

TimminsStefansson Lake Block

Foleyet

-7r lff -7.- a,*"*00 -n-'w

- Renort on an Airborne Gennhvstcal Sutvev

Page 5: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

SURVEY OPERATIONS

Survey operations were based out of Timmins.

The nominal EM sensor terrain clearance was 30 m (EM bird height above ground, i.e. helicopter is maintained 65 m above ground). Nominal survey speed was 80 km/hour. The data-recording rates of the data acquisition was 0. l second for electromagnetics and magnetometer, 0.5 second for altimeter, l second for OPS. This translates to a geophysical reading about every 2 metres along flight track. Navigation was assisted by a GPS receiver and data acquisition system, which reports GPS co-ordinates as latitude/longitude and directs the pilot over a pre-programmed survey grid.

The operator was responsible for monitoring of the system integrity. He also maintained a detailed flight log during the survey noting the times of the flight as well as any unusual geophysical or topographic feature.

On return of the aircrew to the base camp the survey data was transferred from a compact flash card (PCMCIA) to the data processing computer.

~ * - Renort on an Airborne Creonhvsical Survev

Page 6: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

AIRCRAFT AND EQUIPMENT

l Aircraft

An Astar BA helicopter, registration C-GOVH - owned and operated by Canadian Helicopters was used for the survey. Installation of the geophysical and ancillary equipment was carried out by Geotech Ltd. in Timmins.

2 Electromagnetic System

The electromagnetic system was a Geotech Time Domain EM system. The layout is as indicated in Figures 2 below.

VersaTEM Configuration

Magnetometer

Rxloop

Transmitter loop

Figure 2

VersaTEM 30 Hz Base Frequency Sample Times

Location of decay windows

(cam.r ports)

ami: 111:1 i i i7.5 7.7 7.* LI L3 LS

Tx Pulse

D 1 2 34 5 6 7 8 9 10 11 121314 15 16

msec

Half-Waveform

Tx Pulse

Figure 3

Receiver and transmitter coils were concentric and Z-direction oriented. Transmitter coil diameter was 18.5 metres, the number of turns was 5. Receiver coil diameter was 1.1 metre, the number of turns was 60. Transmitter pulse repetition rate was 30 Hz. Peak current was 110 A. Duty cycle was

O Geotech Ltd.- Renort on an Airborne Geonhvsical Survev

Page 7: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

Peak dipole moment was 140000 NIA.Wave form - trapezoid.Twenty-six measurement gates were used in the range from 110 us to 6340 us.The transmitter waveform and the receiver decay recording scheme is shown diagrammaticallybelow in Figure 3.Recording sampling rate was 10 samples per second.The EM bird was towed 35m below the helicopter.

3 Airborne magnetometer

The magnetic sensor utilized for the survey was a Geometrics G-823 A, optically pumped cesium vapor magnetic field sensor, mounted in a separate bird towed 15m below the helicopter. The sensitivity of the magnetic sensor is 0.02 nanoTesla (nT) at a sampling interval of 0.1 seconds. The G-823 A Magnetometer consists of a sensor head and sensor driver electronics with CM-201 counter joined by a cable. The magnetometer sends the measured magnetic field strength as nanoTeslas to the data acquisition system via the RS-232 port.

4 Ancillary Systems

4.1 Radar Altimeter

A Terra TRA 3000/TRI30 radar altimeter was used to record terrain clearance. The antenna was mounted beneath the bubble of the helicopter cockpit.

4.2 GPS Navigation System

The navigation system used was a Geotech PC based navigation system utilizing an Ashtech GG24 navigation card, Geotech navigate software, a full screen display with controls in front of the pilot to direct the flight and an Ashtech GPS antenna mounted on the helicopter tail. The co-ordinates of the blocks were set-up prior to the survey and the information was fed into the airborne navigation system.

4.3 Digital Acquisition System

A Geotech data acquisition system recorded the digital survey data on an internal compact flash card. Data is displayed on an LCD screen as traces to allow the operator to monitor the integrity of the system. Contents and update rates were as follows:

Q -—' - Renort on an Airborne Geonhvsical Survev

Page 8: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

5 Base Station

DATATYPE

IDEM

Magnetometer

OPS Position

RadarAltimeter

SAMPLING

0.1 sec

0.1 sec

1.0 sec

0.5 sec

Table l - Sampling Rates

A combine magnetometer/GPS base station was utilized on this project. A Scintrex CS-2 Cesium vapour magnetometer was used as a magnetic sensor with a sensitivity of 0.001 nT. The base station was recording the magnetic field together with the OPS time at l Hz on a base station computer. The base station magnetometer sensor was installed in Timmins away from electric transmission lines and moving ferrous objects such as motor vehicles. The magnetometer base station's data was backed-up to the data processing computer at the end of each survey day.

Geotech Ltd. - Renort on an Airborne Geonhvsical Survev

Page 9: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

PERSONNEL

The following Geotech Ltd. personnel were involved in the project

FieldGeophysicists: Petr KuzminSystem Engineer/Operator: Pavel Tishin

OfficeData Processing/Reporting: Andrei Bagrianski

The survey pilot and the mechanic were employed directly by the helicopter operator — Canadian Helicopters.

Pilot: Philippe Leynaert Mechanic: Patrice Chaput

Overall management of the survey was carried out from the Aurora offices of Geotech Ltd. by Edward Morrison, President.

DATA PROCESSING AND PRESENTATION

Flight Path

The flight path, recorded by the acquisition program as WGS 84 latitude/longitude, was converted into the UTM co-ordinate system in Oasis Montaj.

The flight path was drawn using linear interpolation between x,y positions from the navigation system. Positions are updated every second and expressed as UTM eastings (x) and UTM northings (y).

——————-—' - Renort on an Airborne Geonhvxical Survev

Page 10: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

Electromagnetic Data

A three stage digital filtering process was used to reject major sferic events and to reduce system noise. Local sferic activity can produce sharp, large amplitude events that cannot be removed by conventional filtering procedures. Smoothing or stacking will reduce their amplitude but leave a broader residual response that can be confused with geological phenomena. To avoid this possibility, a computer algorithm searches out and rejects the major sferic events. The filter used was a 16 point non-linear filter.

The signal to noise ratio was further improved by the application of a low pass linear digital filter. This filter has zero phase shift which prevents any lag or peak displacement from occurring, and it suppresses only variations with a wavelength less than about l second or 20 metres. This filter is a symmetrical l sec linear filter. The results are presented as stacked profiles of EM voltages for the gate times.

Magnetic Data

The processing of the magnetic data involved the correction for diurnal variations by using the digitally recorded ground base station magnetic values. The base station magnetometer data was edited and merged into the Geosoft GOB database on a daily basis. The aero magnetic data was corrected for diurnal variations by subtracting the observed magnetic base station deviations. The corrected magnetic line data from the survey was interpolated between survey lines using a random point gridding method to yield x-y grid values for a standard grid cell size of approximately 0.2 cm at the mapping scale. The Minimum Curvature algorithm was used to interpolate values onto a rectangular regular spaced grid.

DELIVERABLES

The survey is described in a report, which is provided in four copies. The preliminary and final maps were produced at a scale of l: 10,000.

MAPS

The final results of the survey are presented in a colour magnetic contour map and an EM profiles map at a logarithmic scale. The coordinate/projection system used was WGS84, Universal Transverse Mercator, zone 17. For reference the WGS84 latitude and longitude are also noted on the maps. All the maps show the flight path trace.

The map products are as follows:

l. Total Field Magnetic color contour map on the GPS flight path, on paper in two copies

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Page 11: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

2. EM Profile Map at a logarithmic scale of the twenty one gates times (220 - 6340 us) on the GPS flight path, on paper in two copies.3. Total Field Magnetic black and white contour map on the GPS flight path, on paper in two copies4. EM Profile black and white map at a logarithmic scale of the twenty one gates times (220 - 6340 us) on the GPS flight path, on paper in two copies.

DIGITAL DATA on CD-ROM

Four copies of CD-ROMs were prepared to accompany the report. Each CD-ROM contains a digital file of the line data in ASCII format in addition to the maps in Geosoft format. A readme.txt file may be found on the CD-ROM that describes the contents in more detail.

CONCLUSIONS

A time domain electromagnetic helicopter-borne geophysical survey has been completed over the Stefansson Lake Block, Bonar Township, Ontario, Canada. The total areal coverage amounts to 4.4 km2 . Total survey line coverage is 47.7 line kilometres. The principal sensors included a Time Domain EM system and a magnetometer. Results have been presented as colour line maps at a scale of 1:10,000.

No EM anomalies were identified. Two round-shaped (about 500 m in diameter) magnetic anomalies might present some interest. Ground follow-up of those magnetic anomalies should be carried out if favourably supported by other geoscientific data.

Respectfully submitted,

Andrei Bagrianski, Geotech Ltd.

—-————-—' - Renort on an Airborne Geonhvsical Survev 77

Page 12: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

ONTMIO MINISTRY OF NORTHERN DEVELOPMENT AND MINES

Transaction No:

Recording Date:

Approval Date:

W0360.01795

2003-NOV-17

2003-NOV-19

Work Report Summary

Status: APPROVED

Work Done from: 2003-OCT-18

to: 2003-OCT-18

Client(s):

304026

Survey Type(s):

876097 ALBERTA LTD.

AEM

WgrKReport Details:

Claim# Perform

P 1180890 311,051

P 1180891 38,288

319,339

External Credits:

Reserve:

Perform Approve

311,051

38,288

319,339

SO

Applied Applied Approve

36,400 36,400

34,800 34,800

311,200 311,200

Assign

SO

SO

SO

Assign Approve Reserve

0 S4.651

0 33,488

30 58,139

Reserve Approve o ue Date

34,651 2004-SEP-24

33,488 2004-SEP-24

38,139

38, 1 39 Reserve of Work Reportft W0360.01 795

58,139 Total Remaining

Status of claim is based on information currently on record.

42B06NE2001 2.26651 BONAR 900

2003-Nov-27 13:33 Armstrongjd Page 1 of 1

Page 13: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

Ministry ofNorthern Developmentand Mines

Date: 2003-NOV-21

Ministers duDeveloppement du Nord et des Mines Ontario

GEOSCIENCE ASSESSMENT OFFICE 933 RAMSEY LAKE ROAD, 6th FLOOR SUDBURY, ONTARIO P3E 6B5

876097 ALBERTA LTD. BOX 43TIMMINS, ONTARIO P4N 7C5 CANADA

Tel: (888)415-9845 Fax:(877)670-1555

Dear Sir or Madam

Submission Number: 2.26651 Transaction Number(s): W0360.01795

Subject: Approval of Assessment Work

We have approved your Assessment Work Submission with the above noted Transaction Number(s). The attached Work Report Summary indicates the results of the approval.

At the discretion of the Ministry, the assessment work performed on the mining lands noted in this work report may be subject to inspection and/or investigation at any time.

If you have any question regarding this correspondence, please contact STEVEN BENETEAU by email at [email protected] or by phone at (705) 670-5855.

Yours Sincerely,

XVl ^ CRon C. Gashinski

Senior Manager, Mining Lands Section

Cc: Resident Geologist

876097 Alberta Ltd. (Claim Holder)

Assessment File Library

876097 Alberta Ltd. (Assessment Office)

Visit our website at http://wvwv.gov.on.ca/MNDM/LANDS/mlsmnpge.htm Page: 1 Correspondence 10:18885

Page 14: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

42B06NE2001 2.26651 BONAR 200

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Page 15: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

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Survey Specifications:Aircraft: Astar BA helicopter, Registration C-GOVH Flight Line Spacing: 100 metres Nominal terrain clearance 65 metres EM sensor is 35 metres under helicopter Magnetic sensor is 15 metres under helicopter

Instruments:Geotech Time Domain Electromagnetic System with concentric RxATx geometry Geometrics G823A Optically-pumped, High Sensitivity Cesium Magnetometer Mag Resolution 0.02 nT at 10 samples/sec Navigation: Ashtech GG24 Board S Sensor, Update Rate 1 Hz

Contour intervals:

___ _ 10 nT- 50 nT_____ 200 nT

100 O

Scale 1:10000100 200 300 400 500 600 700

metreWGS847UTMzone17N

Bonar-Stefansson Lake Project Bonar Township Ontario, Canada

Geotech IDEM SystemTotal Field Magnetics

Flown and processed by Geotech Ltd.30 Industrial Parkway S.,

Aurora, Ontario, Canada L4G 3W2

October 2003

42B06NE2001 2.26651 BONAR 210

Page 16: RPT ON HELIBORNE EM GEOPHYS SURV BONAR STEFANSSON …

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Survey Specifications:Aircraft: Astar BA helicopter, Registration C-GOVH Flight Line Spacing: 100 metres Nominal terrain clearance 65 metres EM sensor is 35 metres under helicopter Magnetic sensor is 15 metres under helicopter

Instruments:Geotech Time Domain Electromagnetic System with concentric Rx/Tx geometry Geometrics G823A Optically-pumped, High Sensitivity Cesium Magnetometer Mag Resolution 0.02 nT at 10 samples/sec Navigation: Ashtech GG24 Board 8. Sensor, Update Rate 1 Hz

Profiles scale 1 mm = 0,05 pV/A/mM-

(Linear between +/-0 . 2 pV/A/mM-

logarithmic above 0.2 pV/A/mM-

0. 22

O . 26

0.30

O . 35

0.41

0.48

0.57

0.68

0.81

O . 96

1.13

1 .34

1 . 60

1 . 90

2.24

2.66

3.18

3.78

4.46

5 . 30

6 . 34

N-

100

Scale 1:10000100 200 300 400 500 600 700

metreWGS84;UTMzone17N

Bonar-Stefansson Lake Project Bonar Township Ontario, Canada

Geotech IDEM SystemIDEM Profiles

Time Gates 0.22 - 6.34 ms

Flown and processed by Geotech Ltd.30 Industrial Parkway S.,

Aurora, Ontario, Canada L4G 3W2

October 2003

42B06NE2001 2.26651 BONAR 220