1 : 10 000metres

200 0 200 400 600

GEO DATA SOLUTIONS GDS Inc.

Ref #: RMFIAM-CHA10K

Scale:

Type:

Title:

Project:

Area:

Client:

Approved:I. D'Amours, P. Eng.

Map verification:F. Caty, I. D'Amours, P. Eng.

Data processing:C. Cortada

Project # : P19004 Date: Feb. 18, 2019

Helicopter-Borne Magnetic Survey

Nelligan, QC

32G/07

Residual Magnetic Field IntensityShadow: Inc. 45°, Dec. N0°E

Contoured at 5 nT intervals

Index:

-335-194-181-175-171-167-162-158-154-149-145-140-136-132-128-125-122-120-117-115-112-110-107-104-102

-99-97-94-91-87-84-81-78-75-72-68-65-62-59-56-52-50-48-46-44-42-41-39-37-35-33-31-29-27-25-23-20-18-15-13-10

-7-4-126

11152126323845536478

100126158201263427

1664

nT

5467

500

5468

000

5468

500

5469

000

5469

500

5470

000

5470

500

5471

000

5471

500

5472

000

5472

500

5473

000

5473

500

54675005468000

54685005469000

54695005470000

54705005471000

54715005472000

54725005473000

5473500

511500 512000 512500 513000 513500 514000 514500 515000 515500 516000 516500 517000 517500 518000 518500 519000

511500 512000 512500 513000 513500 514000 514500 515000 515500 516000 516500 517000 517500 518000 518500 51900049

°22'

49°2

3'49

°24'

49°2

5'

49°22'49°23'

49°24'49°25'

-74°50' -74°49' -74°48' -74°47' -74°46' -74°45'

-74°50' -74°49' -74°48' -74°47' -74°46' -74°45'

0 8 1 -

08

1-

0 81

-

-180

081-

0 8 1 -

- 1 6 0

-160

- 1 6 0

-160

-1

60

-1

60

-160

0 4 1 -

0 4 1 -

-1

40

-140

-1

40

041-

- 1 4 0

-140

- 1 4 0

0 4 1 -

-1

40

-1

40

04

1-

04

1-

041-

021-

02

1-

02

1-

021-

0 2 1-

02

1-

021-

- 12

0

-1

20

- 1 20

-1

20

-1

20

021-

08-

08

-

-80

- 8 0

-8

0

-80

-80

-80

08-

0 8 -

-8

0

08

-

08-

08-

-80

08-

-6

0

0 6 -

0 6 -

-6

0

06-

0 6 -

06-

-6

0

-60

-60

06-

-6

0

-60

-6

0

- 60

0 6 -

0 6 -

- 6 0

06

-

- 6 0

-6

0

- 60

- 6 0

06-

06-

04-

04 -

0 4 -

04

-

-4

0

- 4 0

-40 - 4 0

-40

-40

-40

-40

- 4 0

04 -

-40

0 4 -

04

-

- 4 0

04

-

0 2 -

02

-

20

- 20

0 2 -

-2

0

-2

0

-20

- 2 0

-2

0

-20

-20

02

-

0 2

2

2 0

20

20

02

20

0 2

20

0 4

4 0

4 0

40

4 0

40

06

6 0

6 0

06

06

6 0 6 0

6 0

60

0 6

6 0

06

06

08

80

08

08

08

80

0 8

80

08

02

1

12

0

021

021

02

1

04

1

04

1

1 4 0

0 0 2 -

-200

00

1 -

0 0 1 -

001-

-100

- 1 0 0-1000

01

-

0 0 1 -

001-

0 0 1 -

00

1-

001

-

00

1 -

-1

00

001- 0 0 1 -

100

100

100

10

0

100

100

001

2 0 0

2 0 0

200

200

002

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

00

0

0

0

0

0

0

0

0

0

0

0

0

0

0

00

0

0

0

0

0

0

0

0

0

0

0

0

5 0 0

5 0 0

5 0 0

Specifications and Notes Survey Line Specifications: Total Project Line Kilometers: ........................................ 394 km Line Spacing: ..................................................................... 50 m Tie Spacing: ..................................................................... 500 m Line Azimuth: .................................................................. N 00°E Tie Azimuth ..................................................................... N 90°E Geodetic Specifications Map Projection: .................................................................. UTM Datum: .............................................................. NAD83 (CSRS) Zone: ............................................................................ 18 North Central Meridian: ...........................................................75° West False Easting: ............................................................... 500 000 False Northing:......................................................................... 0 Helicopter Specifications Helicopter: ............................................. AS350 BA+ (C-GOVD) Average Speed: .............................................................. 40 m/s Average Flying Height: ....................................................... 35 m Magnetometer Specification Magnetometer: ............................................ Geometrics Cesium Magnetometer Installation: .............................................. Stinger Sample Rate: ..................................................................... 10Hz Base Station Magnetometer: ............ GEM GSM-19 Overhauser Ancillary Equipment Data Acquisition System: ................................ RMS DAARC500 Laser Altimeter: ........................................ Renishaw ILM-1200R GPS Receiver: .................................................... Novatel DL-V3 GPS Differential Correction: .............................................. SBAS GPS Sample Rate: .............................................................. 1 Hz

Flight Path GPS data recorded during flight were corrected using Canadian Spatial Reference System: “Precise Point Positioning” method. Magnetic Contours

500 nT ......................................

100 nT ......................................

20 nT ........................................

5 nT .........................................

Magnetic low: ...........................

Note: Magnetic data were corrected for diurnal drift and for altitude using drape surface as reference. Tie-line levelling was then applied. Data Gridding Cell size: .................................................. 12.5 m Planimetric Symbols

Topographic Contours: .............

Drainage: ..................................

Survey Boundary: .....................

Claim boundary: ........................

Road .........................................

Topographic and hydrographic information from

Geobase Canvec 1: 50K.    

49°15'

49°30'

49°45'

50°00'

49°15'

49°30'

49°45'

50°00'-75°30' -75°00' -74°30' -74°00'

-75°30' -75°00' -74°30' -74°00'

SURVEYAREA

Chapais

Chibougamau

Lac àl'Eau Jaune

Lac Caopatina

LacChibougamau

Lac Surprise

Lac Doda

Lac Opémisca

1 : 10 000metres

200 0 200 400 600

GEO DATA SOLUTIONS GDS Inc.

Ref #: VD1IAM-CHA10K

Scale:

Type:

Title:

Project:

Area:

Client:

Approved:I. D'Amours, P. Eng.

Map verification:F. Caty, I. D'Amours, P. Eng.

Data processing:C. Cortada

Project # : P19004 Date: Feb. 18, 2019

Helicopter-Borne Magnetic Survey

Nelligan, QC

32G/07

First Vertical Derivative of Magnetic Field

Shadow: Inc. 45°, Dec. N0°E

Index:

-15.811-2.836-1.998-1.626-1.407-1.240-1.112-1.016-0.938-0.874-0.820-0.774-0.734-0.697-0.663-0.633-0.606-0.579-0.554-0.530-0.507-0.487-0.467-0.449-0.432-0.414-0.399-0.384-0.370-0.355-0.342-0.329-0.316-0.304-0.291-0.279-0.267-0.254-0.242-0.231-0.219-0.208-0.195-0.184-0.172-0.160-0.149-0.136-0.125-0.112-0.100-0.087-0.073-0.060-0.045-0.029-0.0130.0050.0240.0440.0670.0920.1210.1540.1900.2300.2740.3220.3780.4390.5060.5860.6820.8030.9591.1411.3771.6962.1432.8603.9996.088

57.443

nT/m

Specifications and Notes Survey Line Specifications: Total Project Line Kilometers: ........................................ 394 km Line Spacing: ..................................................................... 50 m Tie Spacing: ..................................................................... 500 m Line Azimuth: .................................................................. N 00°E Tie Azimuth: .................................................................... N 90°E Geodetic Specifications Map Projection: .................................................................. UTM Datum: .............................................................. NAD83 (CSRS) Zone: ............................................................................ 18 North Central Meridian: ...........................................................75° West False Easting: ............................................................... 500 000 False Northing:......................................................................... 0 Helicopter Specifications Helicopter: ............................................. AS350 BA+ (C-GOVD) Average Speed: .............................................................. 40 m/s Average Flying Height: ....................................................... 35 m Magnetometer Specification Magnetometer: ............................................ Geometrics Cesium Magnetometer Installation: .............................................. Stinger Sample Rate: ..................................................................... 10Hz Base Station Magnetometer: ............ GEM GSM-19 Overhauser Ancillary Equipment Data Acquisition System: ................................ RMS DAARC500 Laser Altimeter: ........................................ Renishaw ILM-1200R GPS Receiver: .................................................... Novatel DL-V3 GPS Differential Correction: .............................................. SBAS GPS Sample Rate: .............................................................. 1 Hz

Flight Path GPS data recorded during flight were corrected using Canadian Spatial Reference System: “Precise Point Positioning” method.

Note: Magnetic data were corrected for diurnal drift and for altitude using drape surface as reference. Tie-line levelling was then applied. Data Gridding Cell size: .................................................. 12.5 m Planimetric Symbols

Topographic Contours: .............

Drainage: ..................................

Survey Boundary: .....................

Claim boundary: ........................

Road .........................................

Topographic and hydrographic information from

Geobase Canvec 1: 50K.    

6500

< 15750 Flight line number

Flight line direction

Fiducial number

5467

500

5468

000

5468

500

5469

000

5469

500

5470

000

5470

500

5471

000

5471

500

5472

000

5472

500

5473

000

5473

500

54675005468000

54685005469000

54695005470000

54705005471000

54715005472000

54725005473000

5473500

511500 512000 512500 513000 513500 514000 514500 515000 515500 516000 516500 517000 517500 518000 518500 519000

511500 512000 512500 513000 513500 514000 514500 515000 515500 516000 516500 517000 517500 518000 518500 51900049

°22'

49°2

3'49

°24'

49°2

5'

49°22'49°23'

49°24'49°25'

-74°50' -74°49' -74°48' -74°47' -74°46' -74°45'

-74°50' -74°49' -74°48' -74°47' -74°46' -74°45'

5467

500

5468

000

5468

500

5469

000

5469

500

5470

000

5470

500

5471

000

5471

500

5472

000

5472

500

5473

000

5473

500

54675005468000

54685005469000

54695005470000

54705005471000

54715005472000

54725005473000

5473500

511500 512000 512500 513000 513500 514000 514500 515000 515500 516000 516500 517000 517500 518000 518500 519000

511500 512000 512500 513000 513500 514000 514500 515000 515500 516000 516500 517000 517500 518000 518500 51900049

°22'

49°2

3'49

°24'

49°2

5'

49°22'49°23'

49°24'49°25'

-74°50' -74°49' -74°48' -74°47' -74°46' -74°45'

-74°50' -74°49' -74°48' -74°47' -74°46' -74°45'

<10490

<10490

10500>10500>

<10510

<10510

10520>10520>

<105 30

<105 30

10540>10540>

<105 50

<10 550

10560>10560>

<10570

<10570

10580>10580>

<10590

<10590

10600>10600>

<10610

<10610

10620>10620>

<106 30

<10 630

10640>10640>

<10650

<10650

10660>10660>

<10670

<10670

10680>10680>

<1 069 0

<1 069 0

107 00>1070 0>

<1 0710

<10710

1072 0>107 20>

<10 730

<107 30

10740>10740>

<10750

<10750

10760>10760>

<10770

<10770

10780>10780>

<10790

<10790

10800>10800>

<10810

<10810

10820>10820>

<10830

<10830

10840>10840>

<10850

<10850

10860>10860>

<10870

<10870

108 80>1088 0>

<10890

<10890

10900>10900>

<10910

<10910

1092 0>109 20>

<10930

<10930

1094 0>1094 0>

<10950

<10950

1 0960 >10 960>

<10970

<10970

1 0980 >10 980>

<10990

<10990

1100 0>1100 0>

<11 010

<1101 0

<50010 <50010

50020> 50020>

<50030 <50030

50040> 50040>

<50050 <50050

50060> 50060>

<50070 <50070

50080> 50080>

<10010

<10010

1 0020>10020>

<10030

<10030

10040>10040>

<10 050

<100 50

100 60>10060 >

<10 070

<1007 0

10080>10080>

<100 90

<10 090

10100>10100>

<101 10

<10 110

10120>10120>

<10130

<10130

1 0140 >10 140>

<101 50

<10 150

10160>10160>

<10170

<10170

10180>10180>

<1 0190

<10190

10200>10200>

<1 0210

<1021 0

10220>10220>

<10230

<10230

10240>10240>

<10 250

<102 50

10260>10260>

<10270

<10270

10280>10280>

<10290

<10290

10300>10300>

<10310

<10310

10320>10320>

<10330

<10330

10340>10340>

<10350

<10350

10360>10360>

<10 370

<103 70

10380>10380>

<1 0390

<1039 0

10400>10400>

<10410

<10410

10420>10420>

<10430

<10430

10440>10440>

<10450

<10450

10460>10460>

<10470

<10470

10480>10480>

71 30

0.0

7120

0.0

7110

0.0

7100

0.0

7070

0.0

706 0

0.0

7050

0.0

7040

0.0

7010

0.0

7000

0.0

6990

0.0

6980

0.0

697 0

0.0

6940

0.0

6930

0.0

6920

0.0

6910

0.0

690 0

0.0

68 70

0.0

686 0

0.0

685 0

0.0

6840

0.0

6830

0.0

6810

0.0

6800

0.0

6790

0.0

6780

0.0

6770

0.0

6740

0.0

6730

0.0

6720

0.0

6710

0.0

6700

0.0

6680

0.0

667 0

0.0

66 60

0.0

6650

0.0

6630

0.0

662 0

0.0

6610

0.0

660 0

0.0

6580

0.0

657 0

0.0

6560

0.0

655 0

0.0 6530

0.0

652 0

0.0 65 10

0.0

63600.0

63800.0

63900.064000.0

64100.0

64300.0

64500.0

64700.0

64900.0

5310

0.0

52 90

0.0

52 80

0.0

5270

0.0 526 0

0.0

52 50

0.0

5220

0.0

521 0

0.0

5200

0.0

519 0

0.0

5180

0.0

5160

0.0

515 0

0.0

514 0

0.0

5130

0.0

5100

0.0

50 90

0.0

5080

0.0

50 70

0.0

5040

0.0

5030

0.0

502 0

0.0

5010

0.0

4980

0.0

4970

0.0

4960

0.0

4950

0.0

4940

0.0

49 20

0.0

4910

0.0

4900

0.0

4890

0.0

488 0

0.0

48 50

0.0

4840

0.0

4830

0.0

4820

0.0

48 00

0.0

4790

0.0

4780

0.0

4770

0.0

4740

0.0

49°15'

49°30'

49°45'

50°00'

49°15'

49°30'

49°45'

50°00'-75°30' -75°00' -74°30' -74°00'

-75°30' -75°00' -74°30' -74°00'

SURVEYAREA

Chapais

Chibougamau

Lac àl'Eau Jaune

Lac Caopatina

LacChibougamau

Lac Surprise

Lac Doda

Lac Opémisca