Specifications and Notes - GlobeNewswire
Transcript of Specifications and Notes - GlobeNewswire
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
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1072 0>107 20>
<10 730
<107 30
10740>10740>
<10750
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10760>10760>
<10770
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10780>10780>
<10790
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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
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1 0960 >10 960>
<10970
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1 0980 >10 980>
<10990
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1100 0>1100 0>
<11 010
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<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
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100 60>10060 >
<10 070
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10080>10080>
<100 90
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10100>10100>
<101 10
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10120>10120>
<10130
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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>
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<1039 0
10400>10400>
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<10410
10420>10420>
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<10430
10440>10440>
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<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