APPENDIX E INSTRUMENTATION...

45
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

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