APPENDIX E INSTRUMENTATION...
Transcript of APPENDIX E INSTRUMENTATION...
SABINA GOLD & SILVER CORP.
BACK RIVER PROJECT
2013 GEOMECHANICAL AND HYDROGEOLOGICAL SITE INVESTIGATION SUMMARY
VA101-517/3-1 Rev 0 September 23, 2013
APPENDIX E
INSTRUMENTATION SPECIFICATIONS
Appendix E1 Instrumentation Details Appendix E2 Thermistor Specifications Appendix E3 Vibrating Wire Piezometer Calibration Forms
SABINA GOLD & SILVER CORP.
BACK RIVER PROJECT
2013 GEOMECHANICAL AND HYDROGEOLOGICAL SITE INVESTIGATION SUMMARY
VA101-517/3-1 Rev 0 September 23, 2013
APPENDIX E1
INSTRUMENTATION DETAILS
(Pages E1-1 to E1-15)
Print Sep/20/13 12:49:24
Drillhole ID Location Northing1
(m)Easting1
(m)
Ground Elevation1
(masl)
Dip2
(°)Date of
CompletionDatalogger
IDThermistor
ID
Number of Thermistors
(Nodes)
Thermistor Installation Depths (m along hole)
Thermistor Elevations3
(masl)VWP
ID
VWP Serial
Number
VWP Installation Depths (m along hole)
VWP Elevations3
(masl)Current Period of Record Notes
13-GSE-277B LLAMA DEPOSIT 7,272,125 428,852 303 58 02/04/2013 DL04 TH04 10 157.6, 137.6, 117.6, 97.6, 77.6, 57.6,
37.6, 17.6168.7, 185.8, 202.9, 220.1, 237.2,
254.3, 271.3, 288.1 Pz04 1302369 157.6 169.0 02/04/2013-14/06/2013 4
13-GSE-284 LLAMA DEPOSIT 7,272,370 428,710 303 57 10/04/2013 DL05 TH05 10 158.3, 138.3, 118.3, 98.3, 78.3,
58.3,38.3, 18.3169.5, 186.1, 202.7, 219.5, 236.2,
253.1, 270.1, 287.1 Pz05 1302368 158.2 169.5 12/04/2013-27/06/2013 4, 6, 7
13-GSE-289 LLAMA DEPOSIT 7,272,218 428,790 303 50 30/04/2013 DL06 TH06 25
499.8, 479.8, 459.8, 439.8, 419.8, 399.8, 379.8, 359.8, 339.8, 319.8, 299.8, 269.8, 239.8, 209.8, 179.8,
149.8, 129.8, 109.8, 89.8, 69.8, 49.8, 29.8, 9.8
-76.9, -62.9, -48.9, -34.8, -20.6, -6.2, 8.3, 22.9, 37.6, 52.4, 67.3, 89.8, 112.3,
135.1, 158.1, 181.5, 197.2, 213.1, 229.2, 245.4, 261.7, 278.1, 294.5
Pz06b, Pz13b
1146012, 1302359 98.3, 499.9 222.4,-76.9 04/05/2013-27/06/2013 4 ,8
13-GSE-279 UMWELT DEPOSIT 7,270,260 430,189 297 68 13/04/2013 DL12 TH12 25
524.6, 504.6, 484.6, 464.6, 444.6, 424.6, 404.6, 384.6, 364.6, 344.6, 324.6, 294.6, 264.6, 234.6, 204.6, 174.6, 154.6, 134.6, 114.6, 94.6,
74.6, 54.6, 34.6, 14.6
-197.1, -179.1, -161.0, -142.7, -124.3, -105.8, -87.2, -68.6, -50.0, -31.2,
-12.5, 15.8, 44.1, 72.5, 100.9, 129.4, 148.4, 167.5, 186.6, 205.7, 224.9,
244.1, 263.3, 282.5
Pz12a, Pz12b
1146013, 1302357 459.6, 524.6 -138,-197.1 15/04/2013-26/05/2013 5
13-GSE-288 UMWELT DEPOSIT 7,270,686 430,310 305 42 30/04/2013 DL03 TH03 25
549.2, 529.2, 509.2, 489.2, 469.2, 449.2, 429.2, 409.2, 389.2, 369.2, 349.2, 319.2, 289.2, 259.2, 229.2, 199.2, 179.2, 159.2, 139.2, 119.2,
99.2, 79.2, 59.2, 39.2, 19.2
-85.0, -73.9, -62.5, -50.9, -39.1, -26.9, -14.4, -1.6, 11.6, 24.9,
38.4, 59.1, 80.3, 101.8, 123.4, 145.3, 160.4, 175.9, 191.6, 207.5, 223.6,
239.8, 256.0, 272.4, 288.9
Pz03a 1302355 549.3 -76.9 09/05/2013-26/05/2013 9
13-GSE-261B GOOSE DEPOSIT 7,269,381 433,838 289 54 29/03/2013 DL13 TH13 25
552.1, 532.1, 512.1, 492.1, 472.1, 452.1, 432.1, 412.1, 392.1, 372.1, 352.1, 322.1, 292.1, 262.1, 232.1, 202.1, 182.1, 162.1, 142.1, 122.1,
102.1, 82.1, 62.1, 42.1, 22.1
-162.6, -146.9, -131.1, -115.2, -99.3, -83.4, -67.4, -51.4, -35.4, -19.3, -3.2, 21.0, 45.4, 69.9, 94.6, 119.4, 136.1, 152.7, 169.4, 186.1, 202.9, 219.6,
236.4, 253.3, 270.3
Pz06a, Pz13a
1146011, 1302358 552.1, 652.1 -162.6,-240.4 30/03/2013- 23/04/2013,
27/04/2013-14/06/2013
13-GSE-286 GOOSE DEPOSIT 7,269,612 434,066 283 47 08/04/2013 DL01 TH01 10 199.9, 179.9, 159.9, 139.9, 119.9,
99.9, 79.9, 59.9, 39.9, 19.9135.8, 149.8, 163.9, 178.2, 192.7, 207.4, 222.2, 237.1, 252.2, 267.5 Pz01 1302370 199.9 135.8 08/04/2013-25/06/2013
13-GSE-314 GOOSE DEPOSIT 7,269,764 434,278 281 51 07/05/2013 DL02 TH02 10 200, 180, 160, 140, 120, 100, 80, 60,
40, 20122.8, 137.3, 151.9, 166.7, 181.8, 197.2, 213.1, 299.3, 245.9, 263.1 Pz02 1302371 200.2 122.7 08/05/2013-25/06/2013
I:\1\01\00517\03\A\Report\Report 1, Rev 0 - SI Report\Appendices\Appendix E - Instrumentation Specifications\E1 - Installation Logs\[TS_ Summary_2013 Installations_Goose_RGM 22 8 2013.xlsx]Summary Table
NOTES:1. COORDINATES AND ELEVATION ARE BASED ON GYRO SURVEY DATA PROVIDED BY SABINA GOLD & SILVER CORP.2. DIP ANGLE IS THE AVERAGE DIP OF DRILL HOLE BASED ON GYRO SURVEY DATA. DIP ANGLE IS MEASURED FROM HORIZONTAL.3. THERMISTOR AND VWP ELEVATIONS BASED ON MEASURED ALONG HOLE DEPTHS AND GYRO SURVEY DATA.4. DEPTHS AND ELEVATIONS NOT LISTED FOR TWO THERMISTORS LOCATED ABOVE GROUND.5. DEPTH AND ELEVATION NOT LISTED FOR SINGLE THERMISTOR LOCATED ABOVE GROUND.6. FROM MAY 24, 2013 TO END OF PERIOD OF RECORD DATA FROM ALL THE THERMISTOR EXCEPT 169.5 MASL APPEAR ERRONEOUS. ERRONEOUS DATA MAY BE A RESULT OF DAMAGE TO CABLE FROM ICE.7. FROM JUNE 17, 2013 TO END OF PERIOD OF RECORD, DATA FROM THE THERMISTOR AT 169.5 MASL APPEARS ERRONEOUS. ERRONEOUS DATA MAY BE A RESULT OF DAMAGE TO CABLE FROM ICE.8. FROM JUNE 17, 2013 TO END OF DATA RECORD THE DATA FROM ALL THERMISTORS APPEAR ERRONEOUS. ERRONEOUS DATA MAY BE A RESULT OF DAMAGE TO CABLE FROM ICE.
9. . DATA FOR VWP RECORDED BY DATALOGGER AS A NOT APPLICABLE VALUE FOR ENTIRE PERIOD OF RECORD.
GOOSE PROPERTY: 2013 THERMISTOR INSTALLATION SUMMARY
BACK RIVER PROJECT
TABLE E1.1
SABINA GOLD & SILVER CORP.
2013 GEOMECHANICAL AND HYDROGEOLOGICAL SITE INVESTIGATION SUMMARY
0 23SEP'13 RGM BDPISSUED WITH REPORT VA101-517/3-1 RAMDATE DESCRIPTION PREP'D CHK'D APP'DREV
Page 1 of 1
E1-1 of 15
Print Sep/20/13 12:51:41
Drillhole ID Location Northing1
(m)Easting1
(m)
Ground Elevation1
(masl)
Dip2
(°)Date of
CompletionDatalogger
IDThermistor
ID
Number of Thermistors
(Nodes)
Thermistor Installation Depths (m along hole)
Thermistor Elevations3
(masl)VWP ID VWP Serial
NumberVWP Installation Depths
(m along hole)VWP Elevations3
(masl)Current Period of Record Notes
13-GRL-124 Lone Cow Pond 7,316,085 386,678 376 59 30/05/2013 DL07 TH07 10 196.6, 176.6, 156.6, 136.6, 116.6, 96.6, 76.6, 56.6, 36.6, 16.6
206.3, 223.5, 240.7, 257.9, 275.1, 292.4, 309.6, 326.9, 344.2, 361.5 - - - - 01/06/2013 - 21/07/2013
13-GRL-115 Locale 1 7,314,200 386,932 337 52 18/05/2013 DL09 TH09 10 64.0, 44.0, 24.0, 4.0 287.0, 302.6, 318.4, 334.2 - - - - 28/05/2013 - 21/07/2013 4
13-GRL-129 Locale 1 7,314,199 387,059 348 52 06/06/2013 DL08 TH08 10 196.5, 176.5, 156.5, 136.5, 116.5, 96.5, 76.5, 56.5, 36.5, 16.5
191.0, 206.8, 222.6, 238.5, 254.3, 270.2, 286.2, 302.3, 318.3, 334.5 Pz08 1302367 196.7 191.0 10/06/2013 - 21/07/2013
13-GRL-133 Locale 1 7,313,928 387,218 347 50 12/06/2013 DL11 TH11 10 196.5, 176.5, 156.5, 136.5, 116.5, 96.5, 76.5, 56.5, 36.5, 16.5
194.3, 209.5, 224.9, 240.3, 255.7, 271.5, 287.0, 302.6, 318.3, 334.2 - - - - 12/06/2013 - 21/07/2013
13-GRL-130 Locale 2 7,312,904 387,962 344 54 02/06/2013 DL10 TH10 10 57.7, 37.7, 17.7 297.5, 313.6, 329.9 Pz10 1302372 57.9 297.3 06/06/2013 - 21/07/2013 5I:\1\01\00517\03\A\Report\Report 1, Rev 0 - SI Report\Appendices\Appendix E - Instrumentation Specifications\E1 - Installation Logs\[TS_ Summary_2013 Installations_GEORGE_RGM 22 8 2013.xlsx]Summary Table
NOTES:1. COORDINATES AND ELEVATION ARE BASED ON GYRO SURVEY DATA PROVIDED BY SABINA GOLD & SILVER CORP.
2. DIP ANGLE IS THE AVERAGE DIP OF DRILL HOLE BASED ON GYRO SURVEY DATA. DIP ANGLE IS MEASURED FROM HORIZONTAL.
3. THERMISTOR AND VWP ELEVATIONS BASED ON MEASURED ALONG HOLE DEPTHS AND GYRO SURVEY DATA.4. DEPTHS AND ELEVATIONS NOT LISTED FOR SIX THERMISTORS LOCATED ABOVE GROUND.
5. DEPTHS AND ELEVATIONS NOT LISTED FOR SEVEN THERMISTORS LOCATED ABOVE GROUND.
GEORGE PROPERTY: 2013 THERMISTOR INSTALLATION SUMMARY
BACK RIVER PROJECT
TABLE E1.2
SABINA GOLD & SILVER CORP.
2013 GEOMECHANICAL AND HYDROGEOLOGICAL SITE INVESTIGATION SUMMARY
0 23SEP'13 RGM BDPISSUED WITH REPORT VA101-517/3-1 RAMDATE DESCRIPTION PREP'D CHK'D APP'DREV
Page 1 of 1
E1-2 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Lowered (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):
Salinity after Flushing (%):Volume of Grout Injected (L):
Grout Mix :Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Start Grouting:Finish Grouting:
Borehole Dia. :
Upper Vibrating Wire Piezometer
Deepest Thermistor Node on String
Lower Vibrating Wire Piezometer
552.1 TH13
ID
PZ13aNot Recorded
2
551
600 L H20 / 110 kg Portland Cement
Flushing and Grouting
~100 (Drillers Estimate)
Not RecordedPiezometer Validation Check
NQ
N/AData Logger ID
DL13
Depth (m)
654.1
552.1
Depth (m)
Van Ruth Plug (m)
End of Hole (m)
Base of PVC (m)
804
Depth (m) ID
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GSE‐261B
Final Stick Up (m)
Back River Project
SB / JBC / RGM
1" Schedule 40 PVC Pipe
804
‐54654.09
ID Not Recorded
29/03/2013 12:1029/03/2013 12:18
Not Recorded
Not Recorded
22
231.68/138.89
3.00
~100 (Drillers Estimate)
231.06/138.37
105 m from bottom of PVC tremie
2.28
Installation Details
2.97
221
2.0 m from bottom of PVC tremie
105 m from bottom of PVC tremie
Not Recorded
29/03/2013 19:3029/03/2013 22:48
30/03/2013 0:00
Installation Log (Date/Time)
654.1
652.1 PZ6a
29/03/2013 23:00
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.
E1-3 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Raised (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):Salinity after Flushing (%):
Volume of Grout Injected (L):Grout Mix:
Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Start Grouting:Finish Grouting:
Borehole Dia. :
02/04/2013 1:00
Installation Log (Date/Time)
N/A
157.6 Pz04
02/04/2013 0:50Van Ruth Plug (m)
01/04/2013 19:0001/04/2013 19:1501/04/2013 21:5002/04/2013 0:13
Installation Details
2.97
55
2.5 m from bottom of PVC tremie
2.5 m from bottom of PVC tremie
Not Recorded
Not Recorded
Not Recorded
20
74.540
2.05
Not Recorded72.705
N/A
3.28
Not RecordedPiezometer Validation Check
Not Recorded
Not Recorded0
~300
280 L H20 / 120 Kg Portland Cement
Flushing and Grouting
Not Recorded
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GSE‐277B
Back River ProjectFinal Stick Up (m)
N/A
RGM / SB
1" Schedule 40 PVC Pipe
160.5
‐58N/A
NQ160.1
End of Hole (m)
Data Logger ID
Deepest Thermistor Node on String
Vibrating Wire Piezometer
Base of PVC (m)
DL04
Depth (m) ID
160.5
TH04157.6
Depth (m) ID
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND SURFACE.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.5. VALIDATION CHECKS BASED ON INSTALLATION CALCULATIONS.
E1-4 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Lowered (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):
Salinity after Flushing (%):Volume of Grout Injected (L):
Grout Mix:
Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Van Ruth Plug (m) Start Grouting:
Finish Grouting:
Borehole Dia. : NQ740.0
End of Hole (m)
Data Logger ID
459.6 Pz12b
Upper Vibrating Wire Piezometer
Deepest Thermistor Node on String
DL12
Depth (m) ID
526.6
TH12524.6
Depth (m) ID
Depth (m) ID
Lower Vibrating Wire Piezometer
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GSE‐279
Back River ProjectFinal Stick Up (m)
N/A
Not Recorded
RGM / JBC
1" Schedule 40 PVC Pipe
740
68
555
Not Recorded
Not Recorded
21
188.85/120.12
5.94
Not Recorded195.38/126.55
67 m from bottom of PVC tremie
2.02
Not RecordedPiezometer Validation Check
Installation Details
2.97
178
2.0 m from bottom of PVC tremie
2.0 m from bottom of PVC tremie
Not Recorded
Not Recorded2
~500 L330 L H20 / 440 kg Portland Cement
Flushing and Grouting
13/04/2013 16:56
Installation Log (Date/Time)
555.0
524.6 Pz12a
13/04/2013 16:47
Base of PVC (m)
Not Recorded
Not RecordedNot Recorded
13/04/2013 14:4613/04/2013 15:53
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.
E1-5 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Lowered (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):
Salinity after Flushing (%):Volume of Grout Injected (L):
Grout Mix:
Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Start Grouting:Finish Grouting:
Borehole Dia. :
End of Hole (m)
~50
09/04/2013 5:2009/04/2013 6:0210/04/2013 21:3011/04/2013 0:34
11/04/2013 1:11
Installation Log (Date/Time)
N/A
158.2 Pz05
11/04/2013 0:50
Not Recorded0
~210
150 L H20/ 60 kg Portland Cement
Flushing and Grouting
Installation Details
2.97
55
2.0 m from bottom of PVC tremie
2.0 m from bottom of PVC tremie
09/04/2013 3:2009/04/2013 8:09
0
72.705
2.97
2.77
75.152
N/A
3.11
Not RecordedPiezometer Validation Check
2.95
CAV/DBR/RGM/JBC
1" Schedule 40 PVC Pipe
161
‐57N/A
2.5
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GSE‐284
Final Stick Up (m)
Back River Project
Deepest Thermistor Node on String
Vibrating Wire Piezometer Sensor
NQ
N/AData Logger ID
DL05
Depth (m) ID
160.2
TH05158.2
Depth (m) ID
161
Base of PVC (m)
Van Ruth Plug (m)
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.
E1-6 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Raised (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):
Salinity after Flushing (%):Volume of Grout Injected (L):
Vibrating Wire Piezometer Grout Mix:
Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Base of PVC (m) Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Van Ruth Plug (m) Start Grouting:
Finish Grouting:
End of Hole (m)
Borehole Dia. : NQ
N/AData Logger ID
DL01
Depth (m)
201.9
Deepest Thermistor Node on String
ID
201.9
TH01199.9
Depth (m) ID
Not Recorded
RGM / SB / DBR
1" Schedule 40 PVC Pipe
200
‐47N/A
2.5
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GSE‐286
Final Stick Up (m)
Back River Project
07/04/2013 10:10
17
70.26
3.00
Not Recorded69.75
N/A
3.01
Not RecordedPiezometer Validation Check
Installation Details
2.97
69
2.0 m above bottom of PVC tremie 2.0 m above bottom of PVC tremie
Not Recorded
Not Recorded0
~250
250 L H20/ 140 kg Portland Cement
Flushing and Grouting
08/04/2013 3:03
Installation Log (Date/Time)
N/A
199.9 Pz01
Not Recorded
Not Recorded
Not RecordedNot Recorded
08/04/2013 1:2008/04/2013 2:25
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.
E1-7 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Lowered (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):Salinity after Flushing (%):
Volume of Grout Injected (L):Grout Mix:
Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Start Grouting:Finish Grouting:
Borehole Dia. :
End of Hole (m)
~30
29/04/2013 3:0029/04/2013 15:2530/04/2013 7:0330/04/2013 9:28
30/04/2013 9:51
Installation Log (Date/Time)
550.9
549.3 Pz03a
30/04/2013 9:30
2991
1
500
38 L H2O / 20 kg Portland Cement
Flushing and Grouting
Installation Details
2.97
186
1.7 m from bottom of PVC tremie
1.8 m from bottom of PVC tremie
29/04/2013 3:0029/04/2013 15:25
22
20.9
9.27
Not Recorded37.4
N/A
1.5
0.7
Piezometer Validation Check
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GSE‐288
Final Stick Up (m)
Back River Project
11.1
DD, SB
1" Schedule 40 PVC Pipe
698
‐42550.9
2.9
Vibrating Wire Piezometer Sensor
Deepest Thermistor Node on String
NQ3
0.7Data Logger ID
DL03
Depth (m) ID
550.9
TH03549.2
Depth (m) ID
698
Base of PVC (m)
Van Ruth Plug (m)
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.
E1-8 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Raised (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):Salinity after Flushing (%):
Volume of Grout Injected (L):Grout Mix:
Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Start Grouting:Finish Grouting:
Borehole Dia. :
Deepest Thermistor Node on String
Lower Vibrating Wire Piezometer
Base of PVC (m)
Van Ruth Plug (m)
End of Hole (m)
~70
29/04/2013 11:3029/04/2013 12:0029/04/2013 22:0030/04/2013 0:30
30/04/2013 4:00
Installation Log (Date/Time)
N/A
499.9 Pz06B
30/04/2013 3:00
Not Recorded0
~490
75 L H2O / 40 kg Portland Cement
Flushing and Grouting
Installation Details
2.97
170
1.3 m from bottom of PVC tremie
1.4 m from bottom of PVC tremie
28/04/2013 23:00
Upper Vibrating Wire Piezometer
29/04/2013 7:00
20
432.32/89.06
0.55
Not Recorded432.14/88.55
402.9 m from bottom of PVC tremie
3.7
0.6
Piezometer Validation Check
Not Recorded
DBR/SB/JAB/CAV
1" Schedule 40 PVC Pipe
501.2
‐50N/A
2.7
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GSE‐289
Final Stick Up (m)
Back River Project
98.3 PZ13B
NQ
0.6Data Logger ID
DL06
Depth (m) ID
501.2
TH06499.8
Depth (m) ID
501.2
Depth (m) ID
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.
E1-9 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Lowered (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):Salinity after Flushing (%):
Volume of Grout Injected (L):Grout Mix:
Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Start Grouting:Finish Grouting:
Borehole Dia. :
07/05/2013 14:57
Installation Log (Date/Time)
201.4
200.2 Pz02
07/05/2013 14:35
250
38 L H2O / 20 kg Portland Cement
Flushing and Grouting
Not Recorded
07/05/2013 3:3307/05/2013 4:0007/05/2013 13:1707/05/2013 14:34
Not Recorded1
Installation Details
2.97
68
1.7 m from bottom of PVC tremie
1.8 m from bottom of PVC tremie
Not Recorded07/05/2013 6:02
22
83.06
8.86
2.20
91.17
N/A
1.5
0.7
Piezometer Validation Check
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GSE‐314
Final Stick Up (m)
Back River Project
2.20
DD, SB
1" Schedule 40 PVC Pipe
250
‐51200
2.9
NQ
0.7Data Logger ID
DL02
Depth (m)
250
Van Ruth Plug (m)
Deepest Thermistor Node on String
Lower Vibrating Wire Piezometer
End of Hole (m)
ID
201.4
TH02200.0
Depth (m) ID
Base of PVC (m)
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.
E1-10 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe piece (m):
Total Number of PVC Pipe pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Piezometer Point of Attachment:
Original Stick Up (before cutting PVC Pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Lowered (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):
Salinity after Flushing (%):Volume of Grout Injected (L):
Grout Mix:
Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Van Ruth Plug (m) Start Grouting:
Finish Grouting:
Borehole Dia. :
0
N/A
N/A
18/05/2013 0:3018/05/2013 0:49
18/05/2013 2:40
Installation Log (Date/Time)
N/A
64.0 TH09
18/05/2013 1:20
Base of PVC (m)
374
0
~250 L280 L H20/ 180 kg Portland Cement
Flushing and Grouting
Installation Details
2.97
23
N/A
2.0 m from bottom of PVC
17/05/2013 19:0017/05/2013 20:50
N/A
N/A
N/A
N/A
N/A
N/A
2.34
0.36
Piezometer Validation Check
N/A
DD
1" Schedule 40 PVC Pipe
69.5
‐52N/A
2.6
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GRL‐115
Back River Project
Data Logger ID
Final Stick Up (m)
NQ
0.36
DL09
66.0
Depth (m) ID
69.5
End of Hole (m)
Deepest Thermistor Node on String
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.
E1-11 of 15
Install Date:Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC Pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Raised (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):
Salinity after Flushing (%):Volume of Grout Injected:
Grout Mix (L):Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Van Ruth Plug (m) Start Grouting:
Finish Grouting:
End of Hole (m)
Borehole Dia. :
90
N/A
N/A
30/05/2013 4:02
Deepest Thermistor Node on String
30/05/2013 5:12
30/05/2013 5:35
Installation Log (Date/Time)
198.65
196.55 TH07
30/05/2013 5:25
Base of PVC (m)
1422
1
92 L92 L H20 / 60 kg Portland Cement
Flushing and Grouting
Installation Details
2.96
68
N/A
2.0 m from bottom of PVC tremie
30/05/2013 1:343:05
N/A
N/A
N/A
N/A
N/A
N/A
2.73
0.85
Piezometer Validation Check
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GRL‐124
Final Stick Up (m)
Back River Project
2.59
CAV
1" Schedule 40 PVC Pipe
281
‐59201
2.35
30/05/2013
NQ
0.85Data Logger ID
DL07
198.55
Depth (m) ID
281
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.
E1-12 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Lowered (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):
Salinity after Flushing (%):Volume of Grout Injected (L):
Grout Mix:
Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Base of PVC (m) Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Van Ruth Plug (m) Start Grouting:
Finish Grouting:
End of Hole (m)
Borehole Dia. :
40
05/06/2013 16:1505/06/2013 16:5605/06/2013 20:0605/06/2013 21:30
05/06/2013 22:06
Installation Log (Date/Time)
198.7
196.7 PZ08
05/06/2013 21:40
05/06/2013 18:30
Installation Details
2.97
68
2.0 m from bottom of PVC tremie
2.2 m from bottom of PVC tremie
05/06/2013 14:30
N/A
2.74
0.72
Piezometer Validation Check
20.46
21
58.85
5.94
19.64
65.59
1400
0.4
265
70 L H2O / 40 kg Portland Cement
Flushing and Grouting
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GRL‐129
Final Stick Up (m)
Back River Project
DD/DBR/CAV
1" Schedule 40 PVC Pipe
320
‐52198.66
2.64
NQ
0.72Data Logger ID
DL08
Depth (m)
320
Deepest Thermistor Node on String
ID
198.7
TH08196.5
Depth (m) ID
Lower Vibrating Wire Piezometer
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE.4. BENTONITE POWDER NOT AVAILABLE FOR GROUT MIX.
E1-13 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Lowered (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):Salinity after Flushing (%):
Volume of Grout Injected (L):Grout Mix:
Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Start Grouting:Finish Grouting:
Borehole Dia. : NQ
0.8Data Logger ID
DL10
Depth (m)
60.5
Deepest Thermistor Node on String
ID
59.9
TH1057.7
Depth (m) ID
Lower Vibrating Wire Piezometer
N/A
DBR
1" Schedule 40 PVC Pipe
60.5
‐54N/A
2.9
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GRL‐130
Final Stick Up (m)
Back River Project
02/06/2013 13:15
21
19.20
31.37
3.75
50.48
N/A
1.3
0.8
Piezometer Validation Check
Installation Details
2.96
21
2.0 m above bottom of PVC2.2m above bottom of PVC
Not Recorded
817
1
170
170 L H2O / 80 kg Portland Cement
Flushing and Grouting
Base of PVC (m)
Van Ruth Plug (m)
End of Hole (m)
85
Not RecordedNot Recorded
02/06/2013 14:3002/06/2013 15:30
02/06/2013 16:22
Installation Log (Date/Time)
N/A
57.9 Pz10
02/06/2013 15:45
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE, MEASURED THROUGH PVC.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.
E1-14 of 15
Project:
Project Number:
Drillhole ID:Drillhole Depth (m):
Drillhole Dip (°):Depth of Van Ruth Plug (m):
Height of Rods/Drillhead (above ground) (m):
Installer(s):
Type and Diameter of Tremie Pipe Used:Average Length of PVC Pipe Piece (m):
Total Number of PVC Pipe Pieces Installed:Lower Vibrating Wire Piezometer Point of Attachment:
Deepest Thermistor Node Point of Attachment:
Upper Vibrating Wire Piezometer Point of Attachment:
Original Stick Up (before cutting PVC pipe) (m):
Final PVC Stick Up (m):
Groundwater Level (m):
Salinity (%):Initial Piezometer Readings (m):
Height Installation Raised (m):
Groundwater Level (m):
Piezometer Readings (m):
Volume of Fresh Water Injected (L):
Salinity after Flushing (%):Volume of Grout Injected (L):
Grout Mix:
Water Injected Post Grouting (L):
Start Installing PVC Pipe:Finish Installing PVC Pipe:
Base of PVC (m) Start Piezometer Validation Check:Finish Validation Check:
Start Flushing with Fresh Water:
Finish Flushing:Van Ruth Plug (m) Start Grouting:
Finish Grouting:
End of Hole (m)
Borehole Dia. :
12/06/2013 0:23
Installation Log (Date/Time)
198.52
196.5 TH11
12/06/2013 0:18
N/A
N/A
11/06/2013 23:0012/06/2013 0:15
Installation Details
2.963
68
N/A
2.0 m from bottom of PVC
11/06/2013 20:15
2.98
0.63
Piezometer Validation Check
1231
1
200
170 L H2O / 80 kg Portland Cement
Flushing and Grouting
64
11/06/2013 22:30
N/A
N/A
N/A
N/A
N/A
201
2.58
N/A
VWP / Thermistor Completion Diagram
VA101‐517/0313‐GRL‐133
Final Stick Up (m)
Back River Project
Deepest Thermistor Node on String
NQ
0.63Data Logger ID
DL‐11
198.5
Depth (m) ID
281
2.92
DD
1" Schedule 40 PVC Pipe
281
‐50
NOTES:1. DATA LOGGER NOT GROUNDED.2. ALL DEPTHS ARE DOWNHOLE AND RELATIVE TO GROUND SURFACE.3. GROUNDWATER LEVEL IS DOWNHOLE AND RELATIVE TO GROUND
SURFACE.4. BENTONITE POWDER NOT AVAILABLE ON SITE FOR GROUT MIX.
E1-15 of 15
SABINA GOLD & SILVER CORP.
BACK RIVER PROJECT
2013 GEOMECHANICAL AND HYDROGEOLOGICAL SITE INVESTIGATION SUMMARY
VA101-517/3-1 Rev 0 September 23, 2013
APPENDIX E2
THERMISTOR SPECIFICATIONS
(Pages E2-1 to E2-13)
Customer:Project:
ID: Thermistor type:Total length: (m) 210.00 Resistance at 25°C:Lead length: (m) 30.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11
12
BK
10Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH01 YSI 4403110 kOhms
13
14
15
16
17
18
19
20
21
22
23
24
25
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-1 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 210.00 Resistance at 25°C:Lead length: (m) 30.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11
12
BK
10Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH02 YSI 4403110 kOhms
13
14
15
16
17
18
19
20
21
22
23
24
25
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-2 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 560.00 Resistance at 25°C:Lead length: (m) 30.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11 WH (GN) 200.0
12 WH (BU) 230.0
BK
25Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH03 YSI 4403110 kOhms
( )
13 WH (YW) 260.0
14 WH (BN) 290.0
15 WH (OR) 320.0
16 WH (RD/BK) 350.0
17 WH (GN/BK) 370.0
18 WH (OR/BK) 390.0
19 WH (RD/BK) 410.0
20 WH (BN/BK) 430.0
21 WH (GY) 450.0
22 WH (PU) 470.0
23 WH (PU/BN) 490.0
24 WH (BU/BN) 510.0
25 WH (GN/BN) 530.0
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-3 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 265.00 Resistance at 25°C:Lead length: (m) 85.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11
12
BK
10Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH04 YSI 4403110 kOhms
13
14
15
16
17
18
19
20
21
22
23
24
25
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-4 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 390.00 Resistance at 25°C:Lead length: (m) 210.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11
12
BK
10Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH05 YSI 4403110 kOhms
13
14
15
16
17
18
19
20
21
22
23
24
25
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-5 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 660.00 Resistance at 25°C:Lead length: (m) 130.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11 WH (GN) 200.0
12 WH (BU) 230.0
BK
25Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH06 YSI 4403110 kOhms
( )
13 WH (YW) 260.0
14 WH (BN) 290.0
15 WH (OR) 320.0
16 WH (RD/BK) 350.0
17 WH (GN/BK) 370.0
18 WH (OR/BK) 390.0
19 WH (RD/BK) 410.0
20 WH (BN/BK) 430.0
21 WH (GY) 450.0
22 WH (PU) 470.0
23 WH (PU/BN) 490.0
24 WH (BU/BN) 510.0
25 WH (GN/BN) 530.0
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-6 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 210.00 Resistance at 25°C:Lead length: (m) 30.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11
12
BK
10Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH07 YSI 4403110 kOhms
13
14
15
16
17
18
19
20
21
22
23
24
25
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-7 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 390.00 Resistance at 25°C:Lead length: (m) 210.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11
12
BK
10Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH08 YSI 4403110 kOhms
13
14
15
16
17
18
19
20
21
22
23
24
25
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-8 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 210.00 Resistance at 25°C:Lead length: (m) 30.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11
12
BK
10Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH09 YSI 4403110 kOhms
13
14
15
16
17
18
19
20
21
22
23
24
25
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-9 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 210.00 Resistance at 25°C:Lead length: (m) 30.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11
12
BK
10Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH10 YSI 4403110 kOhms
13
14
15
16
17
18
19
20
21
22
23
24
25
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-10 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 210.00 Resistance at 25°C:Lead length: (m) 30.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11
12
BK
10Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH11 YSI 4403110 kOhms
13
14
15
16
17
18
19
20
21
22
23
24
25
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-11 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 560.00 Resistance at 25°C:Lead length: (m) 30.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11 WH (GN) 200.0
12 WH (BU) 230.0
BK
25Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH12 YSI 4403110 kOhms
( )
13 WH (YW) 260.0
14 WH (BN) 290.0
15 WH (OR) 320.0
16 WH (RD/BK) 350.0
17 WH (GN/BK) 370.0
18 WH (OR/BK) 390.0
19 WH (RD/BK) 410.0
20 WH (BN/BK) 430.0
21 WH (GY) 450.0
22 WH (PU) 470.0
23 WH (PU/BN) 490.0
24 WH (BU/BN) 510.0
25 WH (GN/BN) 530.0
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-12 of 13
Customer:Project:
ID: Thermistor type:Total length: (m) 560.00 Resistance at 25°C:Lead length: (m) 30.00 Number of beads:
Termination: Connection type:
Wire 1 Wire 21 RD 0.0
2 WH 20.0
3 GN 40.0
4 BU 60.0
5 YW 80.0
6 BN 100.0
7 OR 120.0
8 PU 140.0
9 GY 160.0
10 WH (RD) 180.0
11 WH (GN) 200.0
12 WH (BU) 230.0
BK
25Connector Single ended
Bead # Colour code Position from bottom (m)
Thermistor cable datasheet
Sabina Gold SilverGoose Lake
TH13 YSI 4403110 kOhms
( )
13 WH (YW) 260.0
14 WH (BN) 290.0
15 WH (OR) 320.0
16 WH (RD/BK) 350.0
17 WH (GN/BK) 370.0
18 WH (OR/BK) 390.0
19 WH (RD/BK) 410.0
20 WH (BN/BK) 430.0
21 WH (GY) 450.0
22 WH (PU) 470.0
23 WH (PU/BN) 490.0
24 WH (BU/BN) 510.0
25 WH (GN/BN) 530.0
Abbreviations used:
YW: Yellow GN: Green WH: White BN: BrownBK: Black RD: Red OR: OrangeBU: Blue GY: Grey PU: Purple
Notation used: AA (BB[/CC]) = AA-coloured wire with a BB[/CC]- coloured stripe[s]
1430 Hocquart Suite 100 St-Bruno, QC J3V 6E1 Canada Tel: 1.450.441.5444 Fax: 1.450.441.0677www.gkmconsultants.com · [email protected]
E2-13 of 13
SABINA GOLD & SILVER CORP.
BACK RIVER PROJECT
2013 GEOMECHANICAL AND HYDROGEOLOGICAL SITE INVESTIGATION SUMMARY
VA101-517/3-1 Rev 0 September 23, 2013
APPENDIX E3
VIBRATING WIRE PIEZOMETER CALIBRATION FORMS
(Pages E3-1 to E3-13)
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1146011
February 28, 2012
22.2
1003.7
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500SH-3-7.5 MPa
Applied
Pressure
(MPa)
Cable Length: 660 meters
Calibration Instruction: VW Pressure Transducers
0.0 8835 0.018 0.24 -0.001 -0.01883688361.5 7978 1.497 -0.04 1.502 0.02797879783.0 7115 2.983 -0.23 2.999 -0.01711771184.5 6247 4.482 -0.24 4.499 -0.02624862486.0 5369 5.996 -0.05 6.001 0.02537053707.5 4486 7.518 0.25 7.500 0.0044874488
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.001725
-7.779E-09 -0.001621
0.002611
8846
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.2502
-1.128E-06 -0.2351
0.3786
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-1 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1146012
February 28, 2012
22.2
1003.7
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500SH-3-7.5 MPa
Applied
Pressure
(MPa)
Cable Length: 660 meters
Calibration Instruction: VW Pressure Transducers
0.0 8849 0.020 0.27 -0.002 -0.03885088501.5 7997 1.500 -0.01 1.504 0.05799779973.0 7142 2.983 -0.22 3.001 0.01714271424.5 6279 4.480 -0.26 4.498 -0.03628062806.0 5407 5.994 -0.08 5.998 -0.02540854087.5 4526 7.524 0.31 7.501 0.0245264526
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.001736
-8.837E-09 -0.001617
0.001996
8861
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.2517
-1.282E-06 -0.2346
0.2894
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-2 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1146013
February 28, 2012
22.2
1003.7
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500SH-3-7.5 MPa
Applied
Pressure
(MPa)
Cable Length: 560 meters
Calibration Instruction: VW Pressure Transducers
0.0 8805 0.020 0.27 -0.002 -0.03880688061.5 7950 1.499 -0.01 1.504 0.05795079503.0 7092 2.983 -0.23 3.000 0.00709370934.5 6225 4.481 -0.25 4.499 -0.01622662276.0 5353 5.992 -0.11 5.997 -0.04535353527.5 4467 7.524 0.32 7.502 0.0344674466
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.001730
-8.889E-09 -0.001612
0.002533
8817
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.2508
-1.289E-06 -0.2337
0.3673
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-3 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1302355
February 11, 2013
20.8
986.3
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500SH-3-7.5 MPa
Applied
Pressure
(MPa)
Cable Length: 560 meters
Calibration Instruction: VW Pressure Transducers
0.0 8848 0.019 0.25 -0.002 -0.03884988491.5 8013 1.499 -0.01 1.503 0.05801380133.0 7175 2.984 -0.22 3.000 0.00717671764.5 6330 4.481 -0.25 4.498 -0.03633163316.0 5477 5.995 -0.07 5.999 -0.01547754767.5 4616 7.521 0.29 7.501 0.0146154614
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.001772
-8.658E-09 -0.001656
0.002682
8859
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.2570
-1.256E-06 -0.2401
0.3890
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-4 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1302357
February 11, 2013
20.8
986.3
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500SH-3-7.5 MPa
Applied
Pressure
(MPa)
Cable Length: 560 meters
Calibration Instruction: VW Pressure Transducers
0.0 8751 0.015 0.20 -0.002 -0.02875287521.5 7892 1.499 -0.01 1.503 0.04789378933.0 7032 2.986 -0.19 2.999 -0.01703370334.5 6164 4.485 -0.20 4.499 -0.01616561666.0 5292 5.995 -0.06 5.999 -0.01529252917.5 4411 7.517 0.23 7.501 0.0144114411
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.001728
-6.618E-09 -0.001641
0.002552
8760
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.2507
-9.599E-07 -0.2381
0.3702
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-5 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1302358
February 11, 2013
20.8
986.3
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500SH-3-7.5 MPa
Applied
Pressure
(MPa)
Cable Length: 560 meters
Calibration Instruction: VW Pressure Transducers
0.0 8706 0.015 0.20 -0.001 -0.02870787071.5 7854 1.499 -0.01 1.502 0.03785478543.0 7000 2.986 -0.18 2.999 -0.01700070004.5 6138 4.487 -0.17 4.500 0.00613861386.0 5273 5.995 -0.07 5.999 -0.02527252717.5 4398 7.517 0.22 7.501 0.0143984398
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.001741
-6.515E-09 -0.001656
0.001996
8715
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.2525
-9.449E-07 -0.2402
0.2894
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-6 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1302359
February 11, 2013
20.8
986.3
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500SH-3-7.5 MPa
Applied
Pressure
(MPa)
Cable Length: 560 meters
Calibration Instruction: VW Pressure Transducers
0.0 8806 0.016 0.22 -0.003 -0.04880788071.5 7936 1.501 0.01 1.505 0.07793679363.0 7066 2.984 -0.21 3.000 0.00706770674.5 6188 4.482 -0.24 4.498 -0.02618861886.0 5302 5.993 -0.09 5.998 -0.03530253027.5 4406 7.521 0.28 7.502 0.0244074407
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.001706
-7.519E-09 -0.001606
0.002637
8816
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.2474
-1.091E-06 -0.2330
0.3824
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-7 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1302367
February 11, 2013
20.9
988.1
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500S-3-3 MPa
Applied
Pressure
(MPa)
Cable Length: 390 meters
Calibration Instruction: VW Pressure Transducers
0.0 8859 0.003 0.10 -0.001 -0.02886088610.6 8082 0.600 0.00 0.601 0.03808380831.2 7305 1.197 -0.11 1.200 0.00730673061.8 6524 1.796 -0.12 1.800 -0.01652565252.4 5740 2.399 -0.04 2.400 -0.01574057403.0 4952 3.004 0.13 3.000 0.0149524952
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.0007679
-1.881E-09 -0.0007419
0.001367
8864
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.1114
-2.728E-07 -0.1076
0.1982
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-8 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1302368
February 11, 2013
20.9
988.1
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500S-3-3 MPa
Applied
Pressure
(MPa)
Cable Length: 390 meters
Calibration Instruction: VW Pressure Transducers
0.0 8688 0.006 0.22 0.000 0.00868986890.6 7905 0.599 -0.03 0.600 0.00790679061.2 7118 1.195 -0.15 1.200 0.00711871181.8 6326 1.795 -0.18 1.799 -0.02632763272.4 5527 2.400 0.00 2.401 0.03552755273.0 4726 3.006 0.20 3.000 -0.0147274727
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.0007571
-2.945E-09 -0.0007176
0.0008769
8697
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.1098
-4.271E-07 -0.1041
0.1272
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-9 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1302369
February 11, 2013
20.9
988.1
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500S-3-3 MPa
Applied
Pressure
(MPa)
Cable Length: 265 meters
Calibration Instruction: VW Pressure Transducers
0.0 8713 0.001 0.04 0.000 -0.01871487140.6 7966 0.601 0.03 0.601 0.03796779671.2 7221 1.199 -0.03 1.200 -0.01722172211.8 6474 1.799 -0.04 1.800 -0.02647464742.4 5724 2.400 0.01 2.400 0.01572557253.0 4975 3.002 0.05 3.000 0.0049764976
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.0008027
-6.975E-10 -0.0007931
0.001217
8715
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.1164
-1.012E-07 -0.1150
0.1765
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-10 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1302370
February 11, 2013
20.9
988.1
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500S-3-3 MPa
Applied
Pressure
(MPa)
Cable Length: 210 meters
Calibration Instruction: VW Pressure Transducers
0.0 8805 0.006 0.19 0.000 0.00880688060.6 8037 0.599 -0.03 0.600 0.00803880381.2 7265 1.196 -0.15 1.200 0.01726572651.8 6489 1.795 -0.17 1.800 -0.01648964892.4 5708 2.399 -0.05 2.400 -0.01570857073.0 4921 3.006 0.20 3.000 0.0149214921
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.0007724
-2.966E-09 -0.0007317
0.0009681
8813
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.1120
-4.301E-07 -0.1061
0.1404
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-11 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1302371
February 11, 2013
20.9
988.1
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500S-3-3 MPa
Applied
Pressure
(MPa)
Cable Length: 210 meters
Calibration Instruction: VW Pressure Transducers
0.0 8780 0.007 0.22 0.000 0.00878187810.6 8017 0.598 -0.05 0.600 -0.01801880181.2 7248 1.195 -0.16 1.201 0.02724872481.8 6476 1.794 -0.20 1.800 -0.02647664762.4 5696 2.399 -0.04 2.400 0.01569756973.0 4913 3.007 0.22 3.000 0.0049134913
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.0007757
-3.328E-09 -0.0007301
0.0009894
8789
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.1125
-4.827E-07 -0.1059
0.1435
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-12 of 13
48 Spencer St. Lebanon, NH 03766 USA
Vibrating Wire Pressure Transducer Calibration Report
Model Number:
Serial Number:
Date of Calibration:
Temperature:
Barometric Pressure:
Technician:
1302372
February 11, 2013
20.9
988.1
Gage
Reading
1st Cycle
Calculated
Pressure
(Linear)
Error
Linear
(%FS)
Calculated
Pressure
(Polynomial)
Error
Polynomial
(%FS)
°C
mbar
Average
Gage
Reading
Gage
Reading
2nd Cycle
4500S-3-3 MPa
Applied
Pressure
(MPa)
Cable Length: 210 meters
Calibration Instruction: VW Pressure Transducers
0.0 8741 0.005 0.15 0.000 0.00874287430.6 7962 0.599 -0.03 0.600 0.00796379631.2 7180 1.196 -0.14 1.200 -0.01718071801.8 6393 1.796 -0.14 1.800 0.00639363932.4 5602 2.399 -0.03 2.400 0.01560256023.0 4809 3.004 0.15 3.000 -0.0148094808
Regression Zero:
Polynomial Gage factors: A: B: C:
Thermal Factor (K):
-0.0007626
-2.316E-09 -0.0007313
0.001074
8748
(psi) Linear Gage Factor (G): (psi/ digit)
Polynomial Gage Factors: A: B: C:
Thermal Factor (K): (psi/ °C)
-0.1106
-3.359E-07 -0.1061
0.1558
Calculated Pressures: Linear, P = G(R
Polynomial, P = AR
The above instrument was found to be in tolerance in all operating ranges.
The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1.
This report shall not be reproduced except in full without written permission of Geokon Inc.
1-R
0)+K(T
1-T
0)-(S
1-S
0)*
1 12
1 0 1 0+ BR + C + K(T -T )-(S )*-S
(MPa/ digit)
(MPa/ °C)
(MPa) Linear Gage Factor (G):
Calculate C by setting P=0 and R = initial field zero reading into the polynomial equation1
= initial field zero reading into the polynomial equationCalculate C by setting P=0 and R1
*Barometric pressures expressed in MPa or psi. Barometric compensation is not required with vented transducers.
E3-13 of 13