1-si report r0 - canada.ca · va101-343/6-1 rev 0 january 13, 2011 appendix b1 packer hydraulic...
TRANSCRIPT
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VA101-343/6-1 Rev 0
January 13, 2011
APPENDIX B
HYDROGEOLOGICAL DRILLHOLE DATA
Appendix B1 Packer Hydraulic Conductivity Testing Sheets Appendix B2 Monitoring Well Installation Details Appendix B3 Response Testing Sheets
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VA101-343/6-1 Rev 0
January 13, 2011
APPENDIX B1
PACKER HYDRAULIC CONDUCTIVITY TESTING SHEETS
(Page B1-1 to B1-56)
Lugen Test Field Data Sheet K10-04GT – Test 1 (15.1 – 39.0 m) Lugen Test Field Data Sheet K10-04GT – Test 2 (38.0 – 60.4 m) Lugen Test Field Data Sheet K10-04GT – Test 3 (58.7 – 80.2 m) Lugen Test Field Data Sheet K10-04GT – Test 4 (77.6 – 100.0 m) Lugen Test Field Data Sheet K10-05GT – Test 1 (22.7 – 39.9 m) Lugen Test Field Data Sheet K10-06GT – Test 1 (18.6 – 35.5 m) Lugen Test Field Data Sheet K10-09GT – Test 1 (42.3 – 65.3 m) Lugen Test Field Data Sheet K10-09GT – Test 2 (63.5 – 80.6 m) Lugen Test Field Data Sheet K10-12GT – Test 1 (15.1 – 22.9 m) Lugen Test Field Data Sheet K10-12GT – Test 2 (21.2 – 36.7 m) Lugen Test Field Data Sheet K10-13GT – Test 1 (10.5 – 18.3 m) Lugen Test Field Data Sheet K10-13GT – Test 2 (16.6 – 29.0 m) Lugen Test Field Data Sheet K10-13GT – Test 3 (28.8 – 39.7 m) Lugen Test Field Data Sheet K10-13GT – Test 4 (39.3 – 50.3 m) Lugen Test Field Data Sheet K10-14GT – Test 1 (10.6 – 21.5 m) Lugen Test Field Data Sheet K10-14GT – Test 2 (19.8 – 30.6 m) Lugen Test Field Data Sheet K10-14GT – Test 3 (28.9 – 39.8 m) Lugen Test Field Data Sheet K10-14GT – Test 4 (38.0 – 48.9 m) Lugen Test Field Data Sheet K10-14GT – Test 5 (47.2 – 58.1 m) Lugen Test Field Data Sheet K10-15AGT – Test 1 (16.6 – 28.9 m) Lugen Test Field Data Sheet K10-15AGT – Test 2 (27.3 – 36.6 m) Lugen Test Field Data Sheet K10-15AGT – Test 3 (34.9 – 48.8 m) Lugen Test Field Data Sheet K10-15AGT – Test 4 (47.1 – 61.0 m) Lugen Test Field Data Sheet K10-15AGT – Test 5 (12.1 – 61.0 m) Lugen Test Field Data Sheet K10-16GT – Test 1 (8.9 – 18.3 m) Lugen Test Field Data Sheet K10-16GT – Test 2 (18.1 – 27.4 m) Lugen Test Field Data Sheet K10-16GT – Test 3 (27.3 – 38.1 m) Lugen Test Field Data Sheet K10-16GT – Test 4 (37.9 – 20.3 m) Lugen Test Field Data Sheet K10-16GT – Test 5 (50.1 – 61.0 m) Lugen Test Field Data Sheet K10-17GT – Test 1 (8.9 – 19.8 m) Lugen Test Field Data Sheet K10-17GT – Test 2 (18.1 – 30.5 m) Lugen Test Field Data Sheet K10-17GT – Test 3 (28.9 – 39.6 m) Lugen Test Field Data Sheet K10-17GT – Test 4 (37.9 – 50.3 m) Lugen Test Field Data Sheet K10-17GT – Test 5 (47.2 – 61.0 m) Lugen Test Field Data Sheet K10-18GT – Test 1 (26.9 – 37.8 m) Lugen Test Field Data Sheet K10-18GT – Test 2 (37.6 – 48.5 m) Lugen Test Field Data Sheet K10-18GT – Test 3 (46.8 – 57.6 m) Lugen Test Field Data Sheet K10-19GT – Test 1 (9.0 – 18.4 m) Lugen Test Field Data Sheet K10-19GT – Test 2 (18.2 – 30.6 m)
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VA101-343/6-1 Rev 0
January 13, 2011
Lugen Test Field Data Sheet K10-20GT – Test 1 (12.0 – 22.9 m) Lugen Test Field Data Sheet K10-20GT – Test 2 (22.7 – 30.6 m) Lugen Test Field Data Sheet K10-21GT – Test 1 (8.9 – 18.4 m) Lugen Test Field Data Sheet K10-21GT – Test 2 (18.3 – 30.6 m) Lugen Test Field Data Sheet K10-22GT – Test 1 (10.5 – 25.6 m) Lugen Test Field Data Sheet K10-22GT – Test 2 (23.9 – 39.3 m) Lugen Test Field Data Sheet K10-22GT – Test 3 (40.7 – 57.6 m) Lugen Test Field Data Sheet K10-22GT – Test 4 (57.8 – 71.3 m) Lugen Test Field Data Sheet K10-22GT – Test 5 (71.2 – 100.3 m) Lugen Test Field Data Sheet K10-23GT – Test 1 (7.4 – 22.8 m) Lugen Test Field Data Sheet K10-23GT – Test 2 (22.6 – 33.5 m) Lugen Test Field Data Sheet K10-23GT – Test 3 (33.3 – 44.2 m) Lugen Test Field Data Sheet K10-23GT – Test 4 (53.1 – 63.9 m) Lugen Test Field Data Sheet K10-23GT – Test 5 (53.1 – 74.6 m) Lugen Test Field Data Sheet K10-24GT – Test 1 (5.9 – 18.2 m) Lugen Test Field Data Sheet K10-24GT – Test 2 (18.1 – 27.4 m) Lugen Test Field Data Sheet K10-24GT – Test 3 (28.7 – 36.5m)
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Page 1 of 1
SHEET 1 OF 4
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 1
DIP: 90 o DEPTH GROUNDWATER: 13.2 m TOP OF TEST INTERVAL: 49.50 15.09(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 4-Jul-10 GAUGE HEIGHT ABOVE GROUND: 0.6 m BOTTOM OF TEST INTERVAL: 128.00 39.02 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 407.0 442.0 476.0 512.0 545.0 580.0 litres/min
Take litres 35.00 34.00 36.00 33.00 35.000.55 Average Take l/m 35.00 34.00 36.00 33.00 35.00 34.60 7.49
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 609.0 647.0 685.0 723.0 761.0 800.0 litres/min
Take litres 38.00 38.00 38.00 38.00 39.000.97 Average Take l/m 38.00 38.00 38.00 38.00 39.00 38.20 6.81
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 839.0 886.0 931.0 979.0 1027.0 1075.0 litres/min
Take litres 47.00 45.00 48.00 48.00 48.001.38 Average Take l/m 47.00 45.00 48.00 48.00 48.00 47.20 7.15
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1097.0 1138.0 1197.0 1219.0 1260.0 1301.0 litres/min
Take litres 41.00 59.00 22.00 41.00 41.000.90 Average Take l/m 41.00 59.00 22.00 41.00 41.00 40.80 7.50
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1322.0 1354.0 1386.0 1419.0 1452.0 1486.0 litres/min
Take litres 32.00 32.00 33.00 33.00 34.000.55 Average Take l/m 32.00 32.00 33.00 33.00 34.00 32.80 7.10
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL MAX Lu= 7.496 MAX k= 7.50E-05DETERMINATION:
MIN Lu= 6.812 MIN k= 6.81E-05INTERPRETATION
REFERENCE: AVG Lu= 7.496 AVG k= 7.50E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT NO3 DILATION NO4 WASH-OUT YES5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:Flowmeter units: m3
TEST BY: JS REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-04GT packer tests.xls]Test 1
Print 01/04/11 9:56
KITSAULT PROJECT
Centre of Southeast Embankment
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-04GT
6.4
6.6
6.8
7.0
7.2
7.4
7.6
0.55 0.97 1.38 0.90 0.55
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
1.9
2.3
2.8
2.3
1.9
0.0
0.5
1.0
1.5
2.0
2.5
3.0
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 20SEPT'10 BH JSISSUED WITH REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-1 of 56
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Page 1 of 1
SHEET 2 OF 4
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 2
DIP: 90 o DEPTH GROUNDWATER: 11.5 m TOP OF TEST INTERVAL: 124.50 37.96(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 5-Jul-10 GAUGE HEIGHT ABOVE GROUND: 0.6 m BOTTOM OF TEST INTERVAL: 198.00 60.37 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1562.0 1567.0 1572.0 1577.0 1582.0 1587.0 litres/min
Take litres 5.00 5.00 5.00 5.00 5.001.65 Average Take l/m 5.00 5.00 5.00 5.00 5.00 5.00 0.78
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1593.0 1599.0 1605.0 1611.0 1617.0 1623.0 litres/min
Take litres 6.00 6.00 6.00 6.00 6.003.10 Average Take l/m 6.00 6.00 6.00 6.00 6.00 6.00 0.62
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1628.0 1636.0 1643.0 1652.0 1695.0 1666.0 litres/min
Take litres 8.00 7.00 9.00 43.00 -29.004.69 Average Take l/m 8.00 7.00 9.00 43.00 -29.00 7.60 0.57
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1670.0 1676.0 1681.0 1687.0 1693.0 1699.0 litres/min
Take litres 6.00 5.00 6.00 6.00 6.002.76 Average Take l/m 6.00 5.00 6.00 6.00 6.00 5.80 0.65
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1703.0 1707.0 1712.0 1716.0 1721.0 1725.0 litres/min
Take litres 4.00 5.00 4.00 5.00 4.001.59 Average Take l/m 4.00 5.00 4.00 5.00 4.00 4.40 0.70
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL MAX Lu= 0.779 MAX k= 7.79E-06DETERMINATION:
MIN Lu= 0.575 MIN k= 5.75E-06INTERPRETATION
REFERENCE: AVG Lu= 0.575 AVG k= 5.75E-06INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:Flowmeter units: m3
TEST BY: JS / BH REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-04GT packer tests.xls]Test 2
Print 01/04/11 9:56
KITSAULT PROJECT
Centre of Southeast Embankment
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-04GT
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.65 3.10 4.69 2.76 1.59
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
2.9
4.3
5.9
4.0
2.8
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 20SEPT'10 BH JSISSUED WITH REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-2 of 56
-
Page 1 of 1
SHEET 3 OF 4
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 3
DIP: 90 o DEPTH GROUNDWATER: 14.1 m TOP OF TEST INTERVAL: 192.50 58.69(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 5-Jul-10 GAUGE HEIGHT ABOVE GROUND: 0.6 m BOTTOM OF TEST INTERVAL: 263.00 80.18 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1849.8 1851.3 1852.8 1854.4 1855.9 1857.4 litres/min
Take litres 1.50 1.50 1.60 1.50 1.502.14 Average Take l/m 1.50 1.50 1.60 1.50 1.50 1.52 0.20
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1841.6 1843.1 1846.5 1841.1 1851.3 1853.6 litres/min
Take litres 1.50 3.40 -5.40 10.20 2.304.14 Average Take l/m 1.50 3.40 -5.40 10.20 2.30 2.40 0.20
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1855.1 1857.3 1859.7 1862.0 1864.3 1866.6 litres/min
Take litres 2.20 2.40 2.30 2.30 2.306.69 Average Take l/m 2.20 2.40 2.30 2.30 2.30 2.30 0.13
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1868.7 1870.6 1872.6 1874.6 1876.6 1878.6 litres/min
Take litres 1.90 2.00 2.00 2.00 2.003.86 Average Take l/m 1.90 2.00 2.00 2.00 2.00 1.98 0.17
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1879.7 1881.3 1882.8 1884.4 1885.9 1887.3 litres/min
Take litres 1.60 1.50 1.60 1.50 1.402.48 Average Take l/m 1.60 1.50 1.60 1.50 1.40 1.52 0.18
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL MAX Lu= 0.199 MAX k= 1.99E-06DETERMINATION:
MIN Lu= 0.131 MIN k= 1.31E-06INTERPRETATION
REFERENCE: AVG Lu= 0.131 AVG k= 1.31E-06INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:Flowmeter units: m3
TEST BY: JS REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-04GT packer tests.xls]Test 3
VA101-343/6 K10-04GTKITSAULT PROJECT
Centre of Southeast Embankment
Print 01/04/11 9:56
LUGEON TEST FIELD DATA SHEET
0.0
0.1
0.1
0.2
0.2
0.3
2.14 4.14 6.69 3.86 2.48
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
3.6
5.6
8.2
5.3
4.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
0.00 0.50 1.00 1.50 2.00 2.50 3.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 20SEPT'10 BH JSISSUED WITH REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-3 of 56
-
Page 1 of 1
SHEET 4 OF 4
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 4
DIP: 90 o DEPTH GROUNDWATER: 19.7 m TOP OF TEST INTERVAL: 254.50 77.59(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 5-Jul-10 GAUGE HEIGHT ABOVE GROUND: 0.6 m BOTTOM OF TEST INTERVAL: 328.00 100.00 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 2564.0 2660.0 2743.0 2833.0 2919.0 3010.0 litres/min
Take litres 96.00 83.00 90.00 86.00 91.002.96 Average Take l/m 96.00 83.00 90.00 86.00 91.00 89.20 7.97
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 3212.0 3322.0 3440.0 3540.0 3650.0 3770.0 litres/min
Take litres 110.00 118.00 100.00 110.00 120.006.00 Average Take l/m 110.00 118.00 100.00 110.00 120.00 111.60 6.20
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 3970.0 4107.0 4245.0 4384.0 4524.0 4660.0 litres/min
Take litres 137.00 138.00 139.00 140.00 136.008.96 Average Take l/m 137.00 138.00 139.00 140.00 136.00 138.00 5.60
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 4765.0 4895.0 5024.0 5150.0 5278.0 5408.0 litres/min
Take litres 130.00 129.00 126.00 128.00 130.006.00 Average Take l/m 130.00 129.00 126.00 128.00 130.00 128.60 7.15
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 5612.0 5727.0 5839.0 5944.0 6054.0 6162.0 litres/min
Take litres 115.00 112.00 105.00 110.00 108.002.96 Average Take l/m 115.00 112.00 105.00 110.00 108.00 110.00 9.83
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL MAX Lu= 9.828 MAX k= 9.83E-05DETERMINATION:
MIN Lu= 5.602 MIN k= 5.60E-05INTERPRETATION
REFERENCE: AVG Lu= 5.602 AVG k= 5.60E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:Flowmeter units: m3
TEST BY: BH REVIEWED BY: JS
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-04GT packer tests.xls]Test 4
Print 01/04/11 9:56
KITSAULT PROJECT
Centre of Southeast Embankment
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-04GT
0.0
2.0
4.0
6.0
8.0
10.0
12.0
2.96 6.00 8.96 6.00 2.96
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
5.0
8.0
11.0
8.0
5.0
0.0
2.0
4.0
6.0
8.0
10.0
12.0
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 20SEPT'10 BH JSISSUED WITH REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-4 of 56
-
Page 1 of 1
SHEET 1 OF 1
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 1
DIP: 90 o DEPTH GROUNDWATER: 22.0 m TOP OF TEST INTERVAL: 74.50 22.71(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 6-Jul-10 GAUGE HEIGHT ABOVE GROUND: 0.6 m BOTTOM OF TEST INTERVAL: 131.00 39.94 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 6920.0 6932.6 6944.5 6956.4 6968.7 6980.1 litres/min
Take litres 12.60 11.90 11.90 12.30 11.401.03 Average Take l/m 12.60 11.90 11.90 12.30 11.40 12.02 2.12
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 6987.0 7001.4 7015.4 7028.8 7042.7 7056.5 litres/min
Take litres 14.40 14.00 13.40 13.90 13.801.45 Average Take l/m 14.40 14.00 13.40 13.90 13.80 13.90 2.18
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7063.0 7083.0 7103.0 7123.0 7142.6 7162.1 litres/min
Take litres 20.00 20.00 20.00 19.60 19.502.34 Average Take l/m 20.00 20.00 20.00 19.60 19.50 19.82 2.50
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7168.0 7182.5 7197.0 7212.0 7228.8 7244.7 litres/min
Take litres 14.50 14.50 15.00 16.80 15.901.24 Average Take l/m 14.50 14.50 15.00 16.80 15.90 15.34 2.55
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7252.7 7263.2 7275.0 7286.8 7298.7 7310.2 litres/min
Take litres 10.50 11.80 11.80 11.90 11.500.90 Average Take l/m 10.50 11.80 11.80 11.90 11.50 11.50 2.12
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL MAX Lu= 2.547 MAX k= 2.55E-05DETERMINATION:
MIN Lu= 2.118 MIN k= 2.12E-05INTERPRETATION
REFERENCE: AVG Lu= 2.293 AVG k= 2.29E-05INTERPRETATION 1 LAMINAR YES
TYPE OF FLOW: 2 TURBULENT NO3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:Flowmeter units: m3
TEST BY: JS REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-05GT packer tests.xls]Test 1
KITSAULT PROJECT
Centre of Southeast Embankment
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-05GT
Print 01/04/11 8:57
0.0
0.5
1.0
1.5
2.0
2.5
3.0
1.03 1.45 2.34 1.24 0.90
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
3.3
3.7
4.6
3.53.2
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
0.00 5.00 10.00 15.00 20.00 25.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30 NOV'2010 JS BBISSUED WITH REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-5 of 56
-
Page 1 of 1
SHEET 1 OF 1
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 1
DIP: 90 o DEPTH GROUNDWATER: 4.0 m TOP OF TEST INTERVAL: 61.00 18.60(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 8-Jul-10 GAUGE HEIGHT ABOVE GROUND: 0.9 m BOTTOM OF TEST INTERVAL: 116.50 35.52 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7554.5 7555.6 7556.8 7558.0 7559.2 7560.3 litres/min
Take litres 1.10 1.20 1.20 1.20 1.100.76 Average Take l/m 1.10 1.20 1.20 1.20 1.10 1.16 0.55
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7561.5 7562.8 7564.1 7565.3 7566.5 7567.7 litres/min
Take litres 1.30 1.30 1.20 1.20 1.201.59 Average Take l/m 1.30 1.30 1.20 1.20 1.20 1.24 0.35
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7568.7 7570.3 7572.1 7573.6 7575.3 7576.9 litres/min
Take litres 1.60 1.80 1.50 1.70 1.602.28 Average Take l/m 1.60 1.80 1.50 1.70 1.60 1.64 0.35
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7577.6 7578.8 7580.0 7581.3 7582.5 7583.7 litres/min
Take litres 1.20 1.20 1.30 1.20 1.201.59 Average Take l/m 1.20 1.20 1.30 1.20 1.20 1.22 0.35
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7583.9 7584.8 7585.7 7586.6 7587.5 7588.5 litres/min
Take litres 0.90 0.90 0.90 0.90 1.000.69 Average Take l/m 0.90 0.90 0.90 0.90 1.00 0.92 0.46
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL MAX Lu= 0.552 MAX k= 5.52E-06DETERMINATION:
MIN Lu= 0.348 MIN k= 3.48E-06INTERPRETATION
REFERENCE: AVG Lu= 0.351 AVG k= 3.51E-06INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:Flowmeter units: m3
TEST BY: JS REVIEWED BY: JS
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-06GT packer tests.xls]Test 1
KITSAULT PROJECT
Down gradient of TMF South Embankment
Print 01/04/11 9:22
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-06GT
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.76 1.59 2.28 1.59 0.69
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
1.2
2.1
2.8
2.1
1.2
0.0
0.5
1.0
1.5
2.0
2.5
3.0
0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED WITH REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-6 of 56
-
Page 1 of 1
SHEET 1 OF 2
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 1
DIP: 90 o DEPTH GROUNDWATER: 20.9 m TOP OF TEST INTERVAL: 138.80 42.32(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 15-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.5 m BOTTOM OF TEST INTERVAL: 214.25 65.32 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 540.0 593.0 644.0 695.0 746.0 797.0 litres/min
Take litres 53.00 51.00 51.00 51.00 51.001.52 Average Take l/m 53.00 51.00 51.00 51.00 51.00 51.40 5.95
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 835.0 905.0 971.0 1040.0 1108.0 1176.0 litres/min
Take litres 70.00 66.00 69.00 68.00 68.002.96 Average Take l/m 70.00 66.00 69.00 68.00 68.00 68.20 5.70
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1206.0 1288.0 1371.0 1454.0 1536.0 1619.0 litres/min
Take litres 82.00 83.00 83.00 82.00 83.004.48 Average Take l/m 82.00 83.00 83.00 82.00 83.00 82.60 5.34
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 1683.0 1750.0 1818.0 1888.0 1950.0 2017.0 litres/min
Take litres 67.00 68.00 70.00 62.00 67.002.96 Average Take l/m 67.00 68.00 70.00 62.00 67.00 66.80 5.58
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 2043.0 2095.0 2145.0 2191.0 2242.0 2292.0 litres/min
Take litres 52.00 50.00 46.00 51.00 50.001.52 Average Take l/m 52.00 50.00 46.00 51.00 50.00 49.80 5.76
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL MAX Lu= 5.948 MAX k= 5.95E-05DETERMINATION:
MIN Lu= 5.342 MIN k= 5.34E-05INTERPRETATION
REFERENCE: AVG Lu= 5.342 AVG k= 5.34E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:Flowmeter units: m3
TEST BY: BH REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-09GT packer tests.xls]Test 1
KITSAULT PROJECT
Plant Site
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-09GT
Print 01/04/11 10:01
5.0
5.1
5.2
5.3
5.4
5.5
5.6
5.7
5.8
5.9
6.0
1.52 2.96 4.48 2.96 1.52
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
3.8
5.2
6.7
5.2
3.8
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED WITH REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-7 of 56
-
Page 1 of 1
SHEET 2 OF 2
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 2
DIP: 90 o DEPTH GROUNDWATER: 21.6 m TOP OF TEST INTERVAL: 208.25 63.49(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 16-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.5 m BOTTOM OF TEST INTERVAL: 264.25 80.56 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 2523.0 2584.0 2649.0 2716.0 2784.0 2852.0 litres/min
Take litres 61.00 65.00 67.00 68.00 68.001.79 Average Take l/m 61.00 65.00 67.00 68.00 68.00 65.80 9.40
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 3577.0 3654.0 3730.0 3807.0 3883.0 3960.0 litres/min
Take litres 77.00 76.00 77.00 76.00 77.002.90 Average Take l/m 77.00 76.00 77.00 76.00 77.00 76.60 8.62
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 3074.0 3160.0 3246.0 3331.0 3416.0 3501.0 litres/min
Take litres 86.00 86.00 85.00 85.00 85.004.14 Average Take l/m 86.00 86.00 85.00 85.00 85.00 85.40 7.76
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 4964.0 5038.0 5113.0 5188.0 5263.0 5340.0 litres/min
Take litres 74.00 75.00 75.00 75.00 77.002.69 Average Take l/m 74.00 75.00 75.00 75.00 77.00 75.20 8.81
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 4564.0 4629.0 4694.0 4760.0 4824.0 4890.0 litres/min
Take litres 65.00 65.00 66.00 64.00 66.002.07 Average Take l/m 65.00 65.00 66.00 64.00 66.00 65.20 8.73
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 9.399 MAX k= 9.40E-05DETERMINATION:
MIN Lu= 7.761 MIN k= 7.76E-05INTERPRETATION
REFERENCE: AVG Lu= 7.761 AVG k= 7.76E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC I.E JUMPY. NO LEAKS WERE NOTICED DURING THE TEST.
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-09GT packer tests.xls]Test 2
VA101-343/6 K10-09GTKITSAULT PROJECT
Plant Site
Print 01/04/11 10:01
LUGEON TEST FIELD DATA SHEET
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
1.79 2.90 4.14 2.69 2.07
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
4.1
5.2
6.4
5.0
4.4
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-8 of 56
-
Page 1 of 1
SHEET 1 OF 2
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 1
DIP: 90 o DEPTH GROUNDWATER: 0.0 m TOP OF TEST INTERVAL: 49.50 15.09(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 18-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 75.30 22.96 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 5412.0 5415.1 5418.3 5421.4 5424.4 5427.3 litres/min
Take litres 3.10 3.20 3.10 3.00 2.900.55 Average Take l/m 3.10 3.20 3.10 3.00 2.90 3.06 5.90
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 5432.0 5435.9 5439.6 5443.2 5446.7 5450.1 litres/min
Take litres 3.90 3.70 3.60 3.50 3.401.17 Average Take l/m 3.90 3.70 3.60 3.50 3.40 3.62 3.60
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 5455.0 5459.1 5463.1 5467.1 5471.0 5474.9 litres/min
Take litres 4.10 4.00 4.00 3.90 3.901.65 Average Take l/m 4.10 4.00 4.00 3.90 3.90 3.98 2.87
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 5477.4 5480.6 5484.0 5486.8 5490.0 5493.1 litres/min
Take litres 3.20 3.40 2.80 3.20 3.101.10 Average Take l/m 3.20 3.40 2.80 3.20 3.10 3.14 3.30
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 5495.0 5497.5 5500.0 5502.5 5505.0 5507.4 litres/min
Take litres 2.50 2.50 2.50 2.50 2.400.55 Average Take l/m 2.50 2.50 2.50 2.50 2.40 2.48 4.78
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 5.898 MAX k= 5.90E-05DETERMINATION:
MIN Lu= 2.870 MIN k= 2.87E-05INTERPRETATION
REFERENCE: AVG Lu= 2.870 AVG k= 2.87E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:Gauge pressures were steady for test, no leaks were noticed.
TEST BY: BH REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-12GT packer tests.xls]Test 1
Print 01/04/11 10:06
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-12GTKITSAULT PROJECT
Plant Site
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
0.55 1.17 1.65 1.10 0.55
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
0.7
1.3
1.8
1.2
0.7
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-9 of 56
-
Page 1 of 1
SHEET 2 OF 2
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 2
DIP: 90 o DEPTH GROUNDWATER: 17.3 m TOP OF TEST INTERVAL: 69.50 21.19(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 19-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.2 m BOTTOM OF TEST INTERVAL: 120.30 36.68 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 5629.0 5655.0 5682.0 5710.0 5737.0 5764.0 litres/min
Take litres 26.00 27.00 28.00 27.00 27.000.48 Average Take l/m 26.00 27.00 28.00 27.00 27.00 27.00 7.47
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 5806.0 5846.0 5885.0 5925.0 5964.0 6004.0 litres/min
Take litres 40.00 39.00 40.00 39.00 40.001.38 Average Take l/m 40.00 39.00 40.00 39.00 40.00 39.60 7.92
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 6116.0 6169.0 6223.0 6276.0 6326.0 6377.0 litres/min
Take litres 53.00 54.00 53.00 50.00 51.002.07 Average Take l/m 53.00 54.00 53.00 50.00 51.00 52.20 8.60
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 6420.0 6463.0 6505.0 6547.0 6589.0 6632.0 litres/min
Take litres 43.00 42.00 42.00 42.00 43.001.45 Average Take l/m 43.00 42.00 42.00 42.00 43.00 42.40 8.30
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 6686.0 6718.0 6749.0 6780.0 6812.0 6844.0 litres/min
Take litres 32.00 31.00 31.00 32.00 32.000.76 Average Take l/m 32.00 31.00 31.00 32.00 32.00 31.60 7.82
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 8.601 MAX k= 8.60E-05DETERMINATION:
MIN Lu= 7.474 MIN k= 7.47E-05INTERPRETATION
REFERENCE: AVG Lu= 7.879 AVG k= 7.88E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT NO3 DILATION YES4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS: NO LEAKS WERE NOTICED DURING THE TEST.
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-12GT packer tests.xls]Test 2
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-12GTKITSAULT PROJECT
Plant Site
Print 01/04/11 10:06
6.8
7.0
7.2
7.4
7.6
7.8
8.0
8.2
8.4
8.6
8.8
0.48 1.38 2.07 1.45 0.76
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
2.3
3.2
3.9
3.3
2.6
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
0.00 10.00 20.00 30.00 40.00 50.00 60.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-10 of 56
-
Page 1 of 1
SHEET 1 OF 4
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 1
DIP: 90 o DEPTH GROUNDWATER: 0.0 m TOP OF TEST INTERVAL: 34.50 10.52(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 20-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.4 m BOTTOM OF TEST INTERVAL: 60.00 18.29 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 6958.0 6972.0 6986.0 7000.0 7014.0 7027.0 litres/min
Take litres 14.00 14.00 14.00 14.00 13.000.48 Average Take l/m 14.00 14.00 14.00 14.00 13.00 13.80 28.51
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7065.0 7080.0 7096.0 7111.0 7127.0 7142.0 litres/min
Take litres 15.00 16.00 15.00 16.00 15.000.76 Average Take l/m 15.00 16.00 15.00 16.00 15.00 15.40 22.05
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7194.0 7213.5 7233.4 7253.4 7273.4 7293.1 litres/min
Take litres 19.50 19.90 20.00 20.00 19.701.24 Average Take l/m 19.50 19.90 20.00 20.00 19.70 19.82 18.46
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7313.0 7326.0 7339.4 7352.6 7366.0 7379.7 litres/min
Take litres 13.00 13.40 13.20 13.40 13.700.76 Average Take l/m 13.00 13.40 13.20 13.40 13.70 13.34 19.10
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7395.0 7405.7 7416.4 7427.4 7438.4 7449.0 litres/min
Take litres 10.70 10.70 11.00 11.00 10.600.34 Average Take l/m 10.70 10.70 11.00 11.00 10.60 10.80 28.66
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 28.658 MAX k= 2.87E-04DETERMINATION:
MIN Lu= 18.460 MIN k= 1.85E-04INTERPRETATION
REFERENCE: AVG Lu= 18.460 AVG k= 1.85E-04INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC I.E JUMPY. NO LEAKS WERE NOTICED DURING THE TEST.
TEST BY: BH REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-13GT packer tests.xls]Test 1
VA101-343/6 K10-13GTKITSAULT PROJECT
Coarse Ore Stockpile
Print 01/04/11 15:07
LUGEON TEST FIELD DATA SHEET
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
0.48 0.76 1.24 0.76 0.34
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
0.6
0.9
1.4
0.9
0.5
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
0.00 5.00 10.00 15.00 20.00 25.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-11 of 56
-
Page 1 of 1
SHEET 2 OF 4
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 2
DIP: 90 o DEPTH GROUNDWATER: 0.0 m TOP OF TEST INTERVAL: 54.50 16.62(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 19-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.4 m BOTTOM OF TEST INTERVAL: 95.10 28.99 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7504.0 7518.0 7533.0 7547.0 7561.0 7575.0 litres/min
Take litres 14.00 15.00 14.00 14.00 14.000.69 Average Take l/m 14.00 15.00 14.00 14.00 14.00 14.20 13.83
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7582.0 7602.0 7621.0 7636.0 7654.0 7672.0 litres/min
Take litres 20.00 19.00 15.00 18.00 18.001.38 Average Take l/m 20.00 19.00 15.00 18.00 18.00 18.00 9.57
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7689.0 7710.0 7732.0 7753.0 7774.0 7795.0 litres/min
Take litres 21.00 22.00 21.00 21.00 21.002.07 Average Take l/m 21.00 22.00 21.00 21.00 21.00 21.20 7.76
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7814.0 7829.0 7845.0 7860.0 7875.0 7891.0 litres/min
Take litres 15.00 16.00 15.00 15.00 16.001.38 Average Take l/m 15.00 16.00 15.00 15.00 16.00 15.40 8.19
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7901.0 7915.0 7921.0 7932.0 7942.0 7952.0 litres/min
Take litres 14.00 6.00 11.00 10.00 10.000.69 Average Take l/m 14.00 6.00 11.00 10.00 10.00 10.20 9.93
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 13.830 MAX k= 1.38E-04DETERMINATION:
MIN Lu= 7.755 MIN k= 7.76E-05INTERPRETATION
REFERENCE: AVG Lu= 7.755 AVG k= 7.76E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:Results are misleading because the rock from 55-65ft is highly fractured and the rock from 65-95is very tight with almost no joints.
TEST BY: BH REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-13GT packer tests.xls]Test 2
Print 01/04/11 15:07
KITSAULT PROJECT
Coarse Ore Stockpile
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-13GT
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
0.69 1.38 2.07 1.38 0.69
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
0.8
1.5
2.2
1.5
0.8
0.0
0.5
1.0
1.5
2.0
2.5
0.00 5.00 10.00 15.00 20.00 25.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-12 of 56
-
Page 1 of 1
SHEET 3 OF 4
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 3
DIP: 90 o DEPTH GROUNDWATER: 30.2 m TOP OF TEST INTERVAL: 94.60 28.84(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 19-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.4 m BOTTOM OF TEST INTERVAL: 130.10 39.66 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7977.3 7979.0 7980.5 7981.9 7983.4 7984.8 litres/min
Take litres 1.70 1.50 1.40 1.50 1.400.97 Average Take l/m 1.70 1.50 1.40 1.50 1.40 1.50 0.34
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7987.0 7989.0 7990.8 7992.7 7994.5 7996.4 litres/min
Take litres 2.00 1.80 1.90 1.80 1.902.07 Average Take l/m 2.00 1.80 1.90 1.80 1.90 1.88 0.33
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 7999.0 8001.2 8003.1 8005.2 8007.0 8008.9 litres/min
Take litres 2.20 1.90 2.10 1.80 1.903.10 Average Take l/m 2.20 1.90 2.10 1.80 1.90 1.98 0.29
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 8009.7 8011.2 8012.7 8014.2 8015.6 8017.1 litres/min
Take litres 1.50 1.50 1.50 1.40 1.502.07 Average Take l/m 1.50 1.50 1.50 1.40 1.50 1.48 0.26
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 8017.7 8018.8 8019.9 8021.0 8022.0 8023.1 litres/min
Take litres 1.10 1.10 1.10 1.00 1.100.97 Average Take l/m 1.10 1.10 1.10 1.00 1.10 1.08 0.24
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 0.336 MAX k= 3.36E-06DETERMINATION:
MIN Lu= 0.242 MIN k= 2.42E-06INTERPRETATION
REFERENCE: AVG Lu= 0.242 AVG k= 2.42E-06INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT NO3 DILATION NO4 WASH-OUT NO5 VOID FILLING YES
DRILLING / TEST RESULTS COMMENTS:Gauge pressures were very erratic for P2 and P3. Minor leak out of casing was noticed. Rock RQD was very high.
TEST BY: BH REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-13GT packer tests.xls]Test 3
VA101-343/6 K10-13GTKITSAULT PROJECT
Coarse Ore Stockpile
Print 01/04/11 15:07
LUGEON TEST FIELD DATA SHEET
0.0
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.4
0.97 2.07 3.10 2.07 0.97
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
4.1
5.2
6.3
5.2
4.1
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
0.00 0.50 1.00 1.50 2.00 2.50
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS, BH BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-13 of 56
-
Page 1 of 1
SHEET 4 OF 4
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 4
DIP: 90 o DEPTH GROUNDWATER: 30.2 m TOP OF TEST INTERVAL: 129.00 39.33(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 21-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.4 m BOTTOM OF TEST INTERVAL: 165.00 50.30 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 8302.0 8356.0 8409.0 8462.0 8516.0 8570.0 litres/min
Take litres 54.00 53.00 53.00 54.00 54.001.45 Average Take l/m 54.00 53.00 53.00 54.00 54.00 53.60 10.60
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 8760.0 8825.0 8889.0 8954.0 9017.0 9082.0 litres/min
Take litres 65.00 64.00 65.00 63.00 65.002.96 Average Take l/m 65.00 64.00 65.00 63.00 65.00 64.40 9.58
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 9265.0 9338.0 9410.0 9483.0 9556.0 9628.0 litres/min
Take litres 73.00 72.00 73.00 73.00 72.004.14 Average Take l/m 73.00 72.00 73.00 73.00 72.00 72.60 9.07
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 9799.0 9860.0 9921.0 9982.0 10043.0 10104.0 litres/min
Take litres 61.00 61.00 61.00 61.00 61.002.76 Average Take l/m 61.00 61.00 61.00 61.00 61.00 61.00 9.39
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 10313.0 10365.0 10417.0 10468.0 10520.0 10572.0 litres/min
Take litres 52.00 52.00 51.00 52.00 52.001.17 Average Take l/m 52.00 52.00 51.00 52.00 52.00 51.80 10.89
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 10.894 MAX k= 1.09E-04DETERMINATION:
MIN Lu= 9.065 MIN k= 9.07E-05INTERPRETATION
REFERENCE: AVG Lu= 9.065 AVG k= 9.07E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC I.E JUMPY. NO LEAKS WERE NOTICED DURING THE TEST.
TEST BY: BH REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-13GT packer tests.xls]Test 4
VA101-343/6 K10-13GTKITSAULT PROJECT
Coarse Ore Stockpile
Print 01/04/11 15:07
LUGEON TEST FIELD DATA SHEET
0.0
2.0
4.0
6.0
8.0
10.0
12.0
1.45 2.96 4.14 2.76 1.17
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
4.6
6.1
7.3
5.9
4.3
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 23NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-14 of 56
-
Page 1 of 1
SHEET 1 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 1
DIP: 90 o DEPTH GROUNDWATER: 0.0 m TOP OF TEST INTERVAL: 34.90 10.64(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 22-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 70.40 21.46 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 10757.5 10759.3 10761.2 10763.1 10764.9 10766.8 10768.6 litres/min
Take litres 1.80 1.90 1.90 1.80 1.90 1.80.48 Average Take l/m 1.80 1.90 1.90 1.80 1.90 1.8 1.85 2.88
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 10773.4 10775.6 10777.6 10779.7 10781.8 10783.8 litres/min
Take litres 2.15 2.05 2.10 2.10 2.000.69 Average Take l/m 2.15 2.05 2.10 2.10 2.00 2.08 2.40
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 10787.4 10789.8 10792.1 10794.5 10796.8 10799.1 litres/min
Take litres 2.40 2.30 2.35 2.35 2.301.17 Average Take l/m 2.40 2.30 2.35 2.35 2.30 2.34 1.69
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 10801.0 10803.1 10805.1 10807.2 10809.2 10811.2 litres/min
Take litres 2.10 2.00 2.10 2.00 2.000.76 Average Take l/m 2.10 2.00 2.10 2.00 2.00 2.04 2.17
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 10813.0 10814.8 10816.5 10818.1 10819.8 10821.5 litres/min
Take litres 1.75 1.70 1.65 1.70 1.650.55 Average Take l/m 1.75 1.70 1.65 1.70 1.65 1.69 2.36
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 2.884 MAX k= 2.88E-05DETERMINATION:
MIN Lu= 1.686 MIN k= 1.69E-05INTERPRETATION
REFERENCE: AVG Lu= 1.686 AVG k= 1.69E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:SOME LEAKING FROM THE WATER SWIVEL WAS NOTICED
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-14GT Packer Tests.xls]Test 1
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-14GTKITSAULT PROJECT
Downgradient of Northeast TMF Embankment
Print 01/04/11 10:34
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
0.48 0.69 1.17 0.76 0.55
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
0.6
0.8
1.3
0.9
0.7
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
0.00 0.50 1.00 1.50 2.00 2.50
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
JS BB KJBDESCRIPTION PREP'D CHK'D APP'D
0 30NOV'2010 ISSUED FOR REPORT 101-343/6-1DATEREV
B1-15 of 56
-
Page 1 of 1
SHEET 2 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 2
DIP: 90 o DEPTH GROUNDWATER: 17.0 m TOP OF TEST INTERVAL: 64.90 19.79(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 23-Jul-10 GAUGE HEIGHT ABOVE GROUND: 0.8 m BOTTOM OF TEST INTERVAL: 100.40 30.61 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 10856.0 10865.0 10873.5 10882.2 10890.6 10899.0 litres/min
Take litres 9.00 8.50 8.70 8.40 8.400.76 Average Take l/m 9.00 8.50 8.70 8.40 8.40 8.60 3.13
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 10918.2 10932.0 10946.0 10960.6 10975.4 10990.2 litres/min
Take litres 13.80 14.00 14.60 14.80 14.801.38 Average Take l/m 13.80 14.00 14.60 14.80 14.80 14.40 4.21
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11009.0 11028.0 11054.0 11086.0 11118.0 11149.0 litres/min
Take litres 19.00 26.00 32.00 32.00 31.002.07 Average Take l/m 19.00 26.00 32.00 32.00 31.00 28.00 6.72
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11187.5 11208.8 11229.2 11250.4 11271.4 11292.6 litres/min
Take litres 21.30 20.40 21.20 21.00 21.201.38 Average Take l/m 21.30 20.40 21.20 21.00 21.20 21.02 6.14
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11301.6 11317.9 11334.0 11350.5 11366.6 11382.8 litres/min
Take litres 16.30 16.10 16.50 16.10 16.200.76 Average Take l/m 16.30 16.10 16.50 16.10 16.20 16.24 5.90
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL Transducer data and water meter MAX Lu= 6.715 MAX k= 6.72E-05DETERMINATION:
MIN Lu= 3.125 MIN k= 3.13E-05INTERPRETATION
REFERENCE: AVG Lu= 4.843 AVG k= 4.84E-05
INTERPRETATION 1 LAMINAR NOTYPE OF FLOW: 2 TURBULENT NO
3 DILATION YES4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC FOR P2 AND P3. NO LEAKS WERE NOTICED DURING THE TEST.
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-14GT Packer Tests.xls]Test 2
Print 01/04/11 10:34
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-14GTKITSAULT PROJECT
Downgradient of Northeast TMF Embankment
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
0.76 1.38 2.07 1.38 0.76
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
2.5
3.2
3.9
3.2
2.5
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
0.00 5.00 10.00 15.00 20.00 25.00 30.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
JS BB KJBDESCRIPTION PREP'D CHK'D APP'D
0 30NOV'2010 ISSUED FOR REPORT 101-343/6-1DATEREV
B1-16 of 56
-
Page 1 of 1
SHEET 3 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 3
DIP: 90 o DEPTH GROUNDWATER: 19.0 m TOP OF TEST INTERVAL: 94.90 28.93(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 23-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 130.40 39.76 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11428.5 11433.8 11438.6 11443.3 11448.1 11452.7 litres/min
Take litres 5.30 4.80 4.70 4.80 4.601.03 Average Take l/m 5.30 4.80 4.70 4.80 4.60 4.84 1.47
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11460.0 11468.3 11475.0 11482.0 11489.0 11495.8 litres/min
Take litres 8.30 6.70 7.00 7.00 6.802.07 Average Take l/m 8.30 6.70 7.00 7.00 6.80 7.16 1.62
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11506.6 11517.2 11528.1 11538.2 11549.0 11560.3 litres/min
Take litres 10.60 10.90 10.10 10.80 11.303.10 Average Take l/m 10.60 10.90 10.10 10.80 11.30 10.74 1.94
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11569.4 11579.0 11588.7 11596.8 11605.9 11614.7 litres/min
Take litres 9.60 9.70 8.10 9.10 8.802.07 Average Take l/m 9.60 9.70 8.10 9.10 8.80 9.06 2.05
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11622.0 11629.5 11636.6 11643.8 11651.2 11658.6 litres/min
Take litres 7.50 7.10 7.20 7.40 7.401.03 Average Take l/m 7.50 7.10 7.20 7.40 7.40 7.32 2.22
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL Transducer pressures MAX Lu= 2.223 MAX k= 2.22E-05DETERMINATION:
MIN Lu= 1.470 MIN k= 1.47E-05INTERPRETATION
REFERENCE: AVG Lu= 2.223 AVG k= 2.22E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT NO3 DILATION NO4 WASH-OUT YES5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS VERY ERRATIC AT ALL PRESSURES. NO LEAKS WERE NOTICED DURING THE TEST.
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-14GT Packer Tests.xls]Test 3
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-14GTKITSAULT PROJECT
Downgradient of Northeast TMF Embankment
Print 01/04/11 10:34
0.0
0.5
1.0
1.5
2.0
2.5
1.03 2.07 3.10 2.07 1.03
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
3.0
4.1
5.1
4.1
3.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
0.00 2.00 4.00 6.00 8.00 10.00 12.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
JS BB KJBDESCRIPTION PREP'D CHK'D APP'D
0 30NOV'2010 ISSUED FOR REPORT 101-343/6-1DATEREV
B1-17 of 56
-
Page 1 of 1
SHEET 4 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 4
DIP: 90 o DEPTH GROUNDWATER: 30.5 m TOP OF TEST INTERVAL: 124.90 38.08(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 24-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 160.40 48.90 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11717.0 11726.8 11736.0 11745.2 11754.2 11762.9 litres/min
Take litres 9.80 9.20 9.20 9.00 8.702.31 Average Take l/m 9.80 9.20 9.20 9.00 8.70 9.18 1.55
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11829.0 11838.9 11849.0 11859.4 11869.6 11879.9 litres/min
Take litres 9.90 10.10 10.40 10.20 10.303.69 Average Take l/m 9.90 10.10 10.40 10.20 10.30 10.18 1.37
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11898.0 11904.5 11930.3 11946.4 11962.0 11978.0 litres/min
Take litres 6.50 25.80 16.10 15.60 16.005.07 Average Take l/m 6.50 25.80 16.10 15.60 16.00 16.00 1.80
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11991.0 12002.7 12014.3 12025.6 12037.0 12048.3 litres/min
Take litres 11.70 11.60 11.30 11.40 11.303.55 Average Take l/m 11.70 11.60 11.30 11.40 11.30 11.46 1.58
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 11776.0 11784.5 11792.8 11800.8 11808.8 11816.6 litres/min
Take litres 8.50 8.30 8.00 8.00 7.802.07 Average Take l/m 8.50 8.30 8.00 8.00 7.80 8.12 1.43
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 1.797 MAX k= 1.80E-05DETERMINATION:
MIN Lu= 1.373 MIN k= 1.37E-05INTERPRETATION
REFERENCE: AVG Lu= 1.547 AVG k= 1.55E-05INTERPRETATION 1 LAMINAR YES
TYPE OF FLOW: 2 TURBULENT NO3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS EXTREMLY ERRATIC. LOW CONFIDENCE ON WATER PRESSURE READINGS. PRESSURE ADJUSTED FROM TRANSDUCER.
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-14GT Packer Tests.xls]Test 4
Print 01/04/11 10:34
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-14GTKITSAULT PROJECT
Downgradient of Northeast TMF Embankment
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.31 3.69 5.07 3.55 2.07
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
5.5
6.8
8.2
6.7
5.2
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
JS BB KJBDESCRIPTION PREP'D CHK'D APP'D
0 30NOV'2010 ISSUED FOR REPORT 101-343/6-1DATEREV
B1-18 of 56
-
Page 1 of 1
SHEET 5 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 5
DIP: 90 o DEPTH GROUNDWATER: 30.5 m TOP OF TEST INTERVAL: 154.90 47.23(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 24-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 190.40 58.05 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 12164.0 12200.0 12236.0 12270.0 12306.0 12341.0 litres/min
Take litres 36.00 36.00 34.00 36.00 35.001.72 Average Take l/m 36.00 36.00 34.00 36.00 35.00 35.40 6.70
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 12383.0 12428.0 12469.0 12513.0 12560.0 12600.0 litres/min
Take litres 45.00 41.00 44.00 47.00 40.003.10 Average Take l/m 45.00 41.00 44.00 47.00 40.00 43.40 6.40
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 12617.0 12668.0 12719.0 12771.0 12823.0 12876.0 litres/min
Take litres 51.00 51.00 52.00 52.00 53.004.48 Average Take l/m 51.00 51.00 52.00 52.00 53.00 51.80 6.26
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 12897.0 12943.0 12987.0 13034.0 13077.0 13122.0 litres/min
Take litres 46.00 44.00 47.00 43.00 45.003.45 Average Take l/m 46.00 44.00 47.00 43.00 45.00 45.00 6.29
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13224.0 13263.0 13301.0 13339.0 13378.0 13416.0 litres/min
Take litres 39.00 38.00 38.00 39.00 38.002.07 Average Take l/m 39.00 38.00 38.00 39.00 38.00 38.40 6.79
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 6.786 MAX k= 6.79E-05DETERMINATION:
MIN Lu= 6.263 MIN k= 6.26E-05INTERPRETATION
REFERENCE: AVG Lu= 6.263 AVG k= 6.26E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC I.E JUMPY. A LARGE AMOUNT OF WATER WAS NOTICED TO BE SPILLING OUT OF THE CASING.THE PACKER MAY NOT HAVE SEALED CORRECTLY SO THESE RESULTS SHOULD NOT BE RELIED UPON
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-14GT Packer Tests.xls]Test 5
Print 01/04/11 10:34
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-14GTKITSAULT PROJECT
Downgradient of Northeast TMF Embankment
6.0
6.1
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.9
1.72 3.10 4.48 3.45 2.07
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
4.9
6.3
7.6
6.6
5.2
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
0.00 10.00 20.00 30.00 40.00 50.00 60.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
JS BB KJBDESCRIPTION PREP'D CHK'D APP'D
0 30NOV'2010 ISSUED FOR REPORT 101-343/6-1DATEREV
B1-19 of 56
-
Page 1 of 1
SHEET 1 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 1
DIP: 90 o DEPTH GROUNDWATER: 0.3 m TOP OF TEST INTERVAL: 54.50 16.62(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 26-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 95.00 28.96 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13478.0 13478.9 13479.7 13480.6 13481.4 13482.2 litres/min
Take litres 0.90 0.80 0.90 0.80 0.800.55 Average Take l/m 0.90 0.80 0.90 0.80 0.80 0.84 0.98
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13483.7 13485.6 13487.3 13488.9 13490.5 13492.1 litres/min
Take litres 1.85 1.70 1.65 1.60 1.601.24 Average Take l/m 1.85 1.70 1.65 1.60 1.60 1.68 0.99
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13493.5 13495.6 13497.6 13499.6 13501.6 13503.5 litres/min
Take litres 2.10 2.00 2.00 1.95 1.901.79 Average Take l/m 2.10 2.00 2.00 1.95 1.90 1.99 0.83
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13504.5 13505.9 13508.4 13509.7 13511.0 13512.2 litres/min
Take litres 1.35 2.55 1.30 1.25 1.251.17 Average Take l/m 1.35 2.55 1.30 1.25 1.25 1.54 0.95
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13512.9 13513.5 13514.2 13514.8 13515.4 13516.0 litres/min
Take litres 0.60 0.65 0.60 0.60 0.650.55 Average Take l/m 0.60 0.65 0.60 0.60 0.65 0.62 0.73
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 0.985 MAX k= 9.85E-06DETERMINATION:
MIN Lu= 0.726 MIN k= 7.26E-06INTERPRETATION
REFERENCE: AVG Lu= 0.896 AVG k= 8.96E-06INTERPRETATION 1 LAMINAR YES
TYPE OF FLOW: 2 TURBULENT NO3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:THE WATER GAUGE WAS STEADY. NO LEAKS WERE NOTICED DURING THE TEST.
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-15AGT Packer Tests.xls]Test 1
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-15AGTKITSAULT PROJECT
Downstream of South Abutment
Print 01/04/11 10:43
0.0
0.2
0.4
0.6
0.8
1.0
1.2
0.55 1.24 1.79 1.17 0.55
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
0.7
1.4
1.9
1.3
0.7
0.0
0.5
1.0
1.5
2.0
2.5
0.00 0.50 1.00 1.50 2.00 2.50
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 GW JSISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-20 of 56
-
Page 1 of 1
SHEET 2 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 2
DIP: 90 o DEPTH GROUNDWATER: 0.3 m TOP OF TEST INTERVAL: 89.60 27.32(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 27-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 120.10 36.62 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 533.5 534.5 535.6 536.5 537.5 538.4 litres/min
Take litres 1.00 1.10 0.90 1.00 0.901.03 Average Take l/m 1.00 1.10 0.90 1.00 0.90 0.98 0.90
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 539.1 540.5 541.9 543.3 544.6 545.9 litres/min
Take litres 1.40 1.40 1.40 1.30 1.302.07 Average Take l/m 1.40 1.40 1.40 1.30 1.30 1.36 0.66
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 547.5 549.1 550.8 552.5 554.1 555.8 litres/min
Take litres 1.60 1.70 1.70 1.60 1.703.10 Average Take l/m 1.60 1.70 1.70 1.60 1.70 1.66 0.55
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 557.0 558.3 559.5 560.8 562.0 563.2 litres/min
Take litres 1.30 1.20 1.30 1.20 1.202.14 Average Take l/m 1.30 1.20 1.30 1.20 1.20 1.24 0.59
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 564.0 564.7 565.5 566.3 567.0 567.8 litres/min
Take litres 0.70 0.80 0.80 0.70 0.801.03 Average Take l/m 0.70 0.80 0.80 0.70 0.80 0.76 0.70
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 0.898 MAX k= 8.98E-06DETERMINATION:
MIN Lu= 0.551 MIN k= 5.51E-06INTERPRETATION
REFERENCE: AVG Lu= 0.551 AVG k= 5.51E-06INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS STEADY, P3 WAS A LITTLE JUMPY. NO LEAKS WERE NOTICED DURING THE TEST.
TEST BY: BH REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-15AGT Packer Tests.xls]Test 2
Print 01/04/11 10:43
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-15AGTKITSAULT PROJECT
Downstream of South Abutment
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
1.03 2.07 3.10 2.14 1.03
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
1.2
2.2
3.2
2.3
1.2
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-21 of 56
-
Page 1 of 1
SHEET 3 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 3
DIP: 90 o DEPTH GROUNDWATER: 0.3 m TOP OF TEST INTERVAL: 114.60 34.94(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 27-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 160.10 48.81 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13598.8 13600.7 13602.4 13604.1 13605.8 13607.4 litres/min
Take litres 1.85 1.75 1.70 1.65 1.601.24 Average Take l/m 1.85 1.75 1.70 1.65 1.60 1.71 0.89
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13610.0 13612.7 13615.2 13617.7 13620.1 13622.5 litres/min
Take litres 2.65 2.55 2.50 2.40 2.402.76 Average Take l/m 2.65 2.55 2.50 2.40 2.40 2.50 0.62
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13630.0 13633.0 13636.0 13638.9 13641.8 13644.7 litres/min
Take litres 3.00 3.00 2.90 2.90 2.854.07 Average Take l/m 3.00 3.00 2.90 2.90 2.85 2.93 0.50
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13646.6 13648.6 13650.6 13652.6 13654.6 13656.6 litres/min
Take litres 2.00 2.00 2.00 2.00 2.002.48 Average Take l/m 2.00 2.00 2.00 2.00 2.00 2.00 0.55
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13657.7 13659.0 13660.3 13661.6 13662.9 13664.2 litres/min
Take litres 1.30 1.30 1.30 1.30 1.301.24 Average Take l/m 1.30 1.30 1.30 1.30 1.30 1.30 0.68
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 0.893 MAX k= 8.93E-06DETERMINATION:
MIN Lu= 0.502 MIN k= 5.02E-06INTERPRETATION
REFERENCE: AVG Lu= 0.502 AVG k= 5.02E-06INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:NO LEAKS WERE NOTICED DURING THE TEST.
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-15AGT Packer Tests.xls]Test 3
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-15AGTKITSAULT PROJECT
Downstream of South Abutment
Print 01/04/11 10:43
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
1.24 2.76 4.07 2.48 1.24
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
1.4
2.9
4.2
2.6
1.4
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 GW JSISSUED FOR REPORT 101-343/6-1 BBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-22 of 56
-
Page 1 of 1
SHEET 4 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 4
DIP: 90 o DEPTH GROUNDWATER: 0.3 m TOP OF TEST INTERVAL: 154.50 47.10(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 27-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 200.10 61.01 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13700.0 13702.7 13705.1 13707.4 13709.6 13711.6 litres/min
Take litres 2.65 2.45 2.25 2.20 2.051.79 Average Take l/m 2.65 2.45 2.25 2.20 2.05 2.32 0.86
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13719.4 13722.1 13724.7 13727.2 13729.7 13732.2 litres/min
Take litres 2.70 2.55 2.55 2.50 2.503.38 Average Take l/m 2.70 2.55 2.55 2.50 2.50 2.56 0.52
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13739.4 13743.3 13747.0 13750.7 13754.2 13757.6 litres/min
Take litres 3.90 3.70 3.65 3.55 3.405.45 Average Take l/m 3.90 3.70 3.65 3.55 3.40 3.64 0.47
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13761.5 13764.3 13767.0 13769.7 13772.2 13774.8 litres/min
Take litres 2.80 2.70 2.65 2.55 2.553.34 Average Take l/m 2.80 2.70 2.65 2.55 2.55 2.65 0.55
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13776.1 13777.8 13779.4 13780.9 13782.5 13784.0 litres/min
Take litres 1.65 1.60 1.55 1.55 1.551.86 Average Take l/m 1.65 1.60 1.55 1.55 1.55 1.58 0.57
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 0.863 MAX k= 8.63E-06DETERMINATION:
MIN Lu= 0.469 MIN k= 4.69E-06INTERPRETATION
REFERENCE: AVG Lu= 0.469 AVG k= 4.69E-06INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC FOR P2 AND P3. STABLE FOR P1. NO LEAKS WERE NOTICED DURING THE TEST. WATER WAS COMING OUT OF THE CASING
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-15AGT Packer Tests.xls]Test 4
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-15AGTKITSAULT PROJECT
Downstream of South Abutment
Print 01/04/11 10:43
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
1.79 3.38 5.45 3.34 1.86
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
1.9
3.5
5.6
3.5
2.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-23 of 56
-
Page 1 of 1
SHEET 5 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 5
DIP: 90 o DEPTH GROUNDWATER: 0.3 m TOP OF TEST INTERVAL: 39.60 12.07(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 27-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 200.10 61.01 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13802.4 13804.2 13805.8 13807.4 13809.0 13810.7 litres/min
Take litres 1.80 1.60 1.60 1.60 1.700.69 Average Take l/m 1.80 1.60 1.60 1.60 1.70 1.66 0.41
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13813.2 13815.9 13818.5 13821.0 13823.4 13825.9 litres/min
Take litres 2.70 2.60 2.50 2.40 2.501.38 Average Take l/m 2.70 2.60 2.50 2.40 2.50 2.54 0.34
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13828.8 13832.5 13836.1 13839.5 13842.9 13846.3 litres/min
Take litres 3.70 3.60 3.40 3.40 3.402.07 Average Take l/m 3.70 3.60 3.40 3.40 3.40 3.50 0.32
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13847.3 13849.5 13851.6 13853.8 13856.1 13858.4 litres/min
Take litres 2.20 2.10 2.20 2.30 2.301.38 Average Take l/m 2.20 2.10 2.20 2.30 2.30 2.22 0.30
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13859.2 13860.3 13861.5 13862.7 13863.9 13865.1 litres/min
Take litres 1.10 1.20 1.20 1.20 1.200.69 Average Take l/m 1.10 1.20 1.20 1.20 1.20 1.18 0.29
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 0.407 MAX k= 4.07E-06DETERMINATION:
MIN Lu= 0.289 MIN k= 2.89E-06INTERPRETATION
REFERENCE: AVG Lu= 0.289 AVG k= 2.89E-06INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT NO3 DILATION NO4 WASH-OUT NO5 VOID FILLING YES
DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC FOR P2 AND P3. STABLE FOR P1. NO LEAKS WERE NOTICED DURING THE TEST. WATER WAS COMING OUT OF THE CASING
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-15AGT Packer Tests.xls]Test 5
Print 01/04/11 10:43
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-15AGTKITSAULT PROJECT
Downstream of South Abutment
0.0
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.4
0.5
0.69 1.38 2.07 1.38 0.69
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
0.8
1.5
2.2
1.5
0.8
0.0
0.5
1.0
1.5
2.0
2.5
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-24 of 56
-
Page 1 of 1
SHEET 1 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 1
DIP: 90 o DEPTH GROUNDWATER: 0.0 m TOP OF TEST INTERVAL: 29.50 8.99(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 28-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 60.00 18.29 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13956.8 13961.9 13967.3 13972.9 13978.5 13984.0 litres/min
Take litres 5.10 5.40 5.60 5.60 5.500.34 Average Take l/m 5.10 5.40 5.60 5.60 5.50 5.44 12.87
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13987.9 13993.6 13999.3 14004.9 14010.5 14016.1 litres/min
Take litres 5.70 5.65 5.65 5.60 5.600.48 Average Take l/m 5.70 5.65 5.65 5.60 5.60 5.64 10.23
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14027.0 14036.2 14045.2 14054.0 14062.8 14071.6 litres/min
Take litres 9.20 9.00 8.80 8.80 8.800.97 Average Take l/m 9.20 9.00 8.80 8.80 8.80 8.92 8.92
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14074.8 14080.8 14086.7 14092.6 14098.6 14104.6 litres/min
Take litres 5.95 5.95 5.90 6.00 6.000.55 Average Take l/m 5.95 5.95 5.90 6.00 6.00 5.96 9.69
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14109.7 14114.6 14119.6 14124.5 14129.4 14134.4 litres/min
Take litres 4.90 5.00 4.85 4.95 4.950.34 Average Take l/m 4.90 5.00 4.85 4.95 4.95 4.93 11.66
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 12.865 MAX k= 1.29E-04DETERMINATION:
MIN Lu= 8.921 MIN k= 8.92E-05INTERPRETATION
REFERENCE: AVG Lu= 8.921 AVG k= 8.92E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-16GT packer test.xls]Test 1
Print 01/04/11 10:53
KITSAULT PROJECT
Along South Embankment
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-16GT
NO LEAKS WERE NOTICED DURING TESTING. FLOW RATE SEEMED HIGH. ALLOWED APPROX 5MIN FOR TEST ZONE TO FILL BEFORE STARTING TEST. HOLE WAS WASHED FOR APPROX 35MIN BEFORE TEST AS EACH ROD WAS BEING GREASED BEFORE DRILLING.
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
0.34 0.48 0.97 0.55 0.34
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
0.5
0.6
1.1
0.7
0.5
0.0
0.2
0.4
0.6
0.8
1.0
1.2
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-25 of 56
-
Page 1 of 1
SHEET 2 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 2
DIP: 90 o DEPTH GROUNDWATER: 0.9 m TOP OF TEST INTERVAL: 59.50 18.14(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 29-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.3 m BOTTOM OF TEST INTERVAL: 90.00 27.44 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14156.9 14157.5 14158.1 14158.7 14159.2 14159.7 litres/min
Take litres 0.60 0.60 0.60 0.50 0.500.69 Average Take l/m 0.60 0.60 0.60 0.50 0.50 0.56 0.66
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14160.4 14161.1 14161.8 14162.4 14162.9 14163.5 litres/min
Take litres 0.70 0.70 0.60 0.50 0.601.38 Average Take l/m 0.70 0.70 0.60 0.50 0.60 0.62 0.42
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14164.2 14165.0 14165.6 14166.2 14166.9 14167.5 litres/min
Take litres 0.80 0.60 0.60 0.70 0.552.07 Average Take l/m 0.80 0.60 0.60 0.70 0.55 0.65 0.31
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14167.6 14168.1 14168.5 14168.9 14169.3 14169.6 litres/min
Take litres 0.50 0.40 0.40 0.35 0.351.38 Average Take l/m 0.50 0.40 0.40 0.35 0.35 0.40 0.27
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14169.8 14170.0 14170.2 14170.4 14170.6 14170.8 litres/min
Take litres 0.20 0.20 0.20 0.20 0.200.69 Average Take l/m 0.20 0.20 0.20 0.20 0.20 0.20 0.24
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 0.660 MAX k= 6.60E-06DETERMINATION:
MIN Lu= 0.236 MIN k= 2.36E-06INTERPRETATION
REFERENCE: AVG Lu= 0.236 AVG k= 2.36E-06INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT NO3 DILATION NO4 WASH-OUT NO5 VOID FILLING YES
DRILLING / TEST RESULTS COMMENTS:
GAUGE WAS STEADY THROUGHOUT TEST, NOL EAKS WERE NOTICED.
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-16GT packer test.xls]Test 2
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-16GTKITSAULT PROJECT
Downstream of South Abutment
Print 01/04/11 10:53
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.69 1.38 2.07 1.38 0.69
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
0.9
1.6
2.3
1.6
0.9
0.0
0.5
1.0
1.5
2.0
2.5
0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-26 of 56
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Page 1 of 1
SHEET 3 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 3
DIP: 90 o DEPTH GROUNDWATER: 0.9 m TOP OF TEST INTERVAL: 89.50 27.29(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 29-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.3 m BOTTOM OF TEST INTERVAL: 125.00 38.11 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14196.7 14197.8 14199.0 14200.1 14201.3 14202.4 litres/min
Take litres 1.10 1.20 1.10 1.20 1.101.03 Average Take l/m 1.10 1.20 1.10 1.20 1.10 1.14 0.84
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14203.4 14205.5 14207.5 14209.4 14211.4 14213.3 litres/min
Take litres 2.10 2.00 1.90 2.00 1.902.07 Average Take l/m 2.10 2.00 1.90 2.00 1.90 1.98 0.80
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14216.1 14218.9 14221.6 14224.3 14227.0 14229.7 litres/min
Take litres 2.80 2.70 2.70 2.70 2.703.03 Average Take l/m 2.80 2.70 2.70 2.70 2.70 2.72 0.77
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14230.6 14232.4 14234.2 14236.0 14237.8 14239.5 litres/min
Take litres 1.80 1.80 1.80 1.80 1.702.07 Average Take l/m 1.80 1.80 1.80 1.80 1.70 1.78 0.72
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14240.3 14241.3 14242.3 14243.4 14244.4 14245.5 litres/min
Take litres 1.00 1.00 1.10 1.00 1.101.03 Average Take l/m 1.00 1.00 1.10 1.00 1.10 1.04 0.77
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 0.840 MAX k= 8.40E-06DETERMINATION:
MIN Lu= 0.719 MIN k= 7.19E-06INTERPRETATION
REFERENCE: AVG Lu= 0.772 AVG k= 7.72E-06INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:
PRESSURE GAUGE WAS STEADY, NO LEAKS WERE NOTICED.
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-16GT packer test.xls]Test 3
Print 01/04/11 10:53
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-16GTKITSAULT PROJECT
Downstream of South Abutment
0.6
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.9
1.03 2.07 3.03 2.07 1.03
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
1.3
2.3
3.3
2.3
1.3
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
0.00 0.50 1.00 1.50 2.00 2.50 3.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-27 of 56
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Page 1 of 1
SHEET 4 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 4
DIP: 90 o DEPTH GROUNDWATER: 0.9 m TOP OF TEST INTERVAL: 124.50 37.96(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 29-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 165.00 50.30 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14275.0 14277.5 14280.3 14283.1 14285.6 14288.6 14291.3 litres/min
Take litres 2.50 2.80 2.75 2.55 3.00 2.71.38 Average Take l/m 2.50 2.80 2.75 2.55 3.00 2.7 2.72 1.39
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14294.1 14298.3 14302.5 14306.7 14310.8 14315.0 litres/min
Take litres 4.20 4.20 4.20 4.10 4.152.55 Average Take l/m 4.20 4.20 4.20 4.10 4.15 4.17 1.23
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14320.0 14325.9 14331.5 14337.0 14342.5 14347.9 litres/min
Take litres 5.90 5.60 5.50 5.50 5.404.27 Average Take l/m 5.90 5.60 5.50 5.50 5.40 5.58 1.01
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14353.5 14357.4 14361.1 14364.9 14368.6 14372.3 litres/min
Take litres 3.85 3.75 3.75 3.75 3.702.48 Average Take l/m 3.85 3.75 3.75 3.75 3.70 3.76 1.14
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 14375.0 14377.8 14380.5 14383.2 14385.8 14388.5 litres/min
Take litres 2.75 2.75 2.65 2.65 2.701.45 Average Take l/m 2.75 2.75 2.65 2.65 2.70 2.70 1.33
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 1.393 MAX k= 1.39E-05DETERMINATION:
MIN Lu= 1.010 MIN k= 1.01E-05INTERPRETATION
REFERENCE: AVG Lu= 1.010 AVG k= 1.01E-05INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10-16GT packer test.xls]Test 4
LUGEON TEST FIELD DATA SHEET
VA101-343/6 K10-16GTKITSAULT PROJECT
Downstream of South Abutment
Print 01/04/11 10:53
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.38 2.55 4.27 2.48 1.45
Luge
ons
Stage Gauge Pressure (BAR)
STAGE PRESSURE VERSUS LUGEON VALUE
1.6
2.8
4.5
2.7
1.6
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
0.00 1.00 2.00 3.00 4.00 5.00 6.00
Pres
sure
(Bar
s)
Q (l/m)
FLOW VERSUS PRESSURE PLOT
Note: Permeability calculation dependent upon flow classification:
0 30NOV'2010 JS BBISSUED FOR REPORT 101-343/6-1 KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV
B1-28 of 56
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Page 1 of 1
SHEET 5 OF 5
PROJECT: PROJECT NO: DRILLHOLE:
AREA: TEST NO: 5
DIP: 90 o DEPTH GROUNDWATER: 0.9 m TOP OF TEST INTERVAL: 164.50 50.15(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)
DATE: 29-Jul-10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 200.00 60.98 ft (DOWN HOLE) m (DOWN HOLE)
GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13638.0 13638.8 13639.5 13640.3 13641.0 13641.8 litres/min
Take litres 0.80 0.70 0.75 0.75 0.752.07 Average Take l/m 0.80 0.70 0.75 0.75 0.75 0.75 0.31
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13642.7 13643.9 13645.1 13646.2 13647.3 13648.3 litres/min
Take litres 1.20 1.15 1.15 1.05 1.054.07 Average Take l/m 1.20 1.15 1.15 1.05 1.05 1.12 0.24
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13649.2 13650.6 13652.0 13653.3 13654.6 13655.8 litres/min
Take litres 1.40 1.35 1.30 1.30 1.255.72 Average Take l/m 1.40 1.35 1.30 1.30 1.25 1.32 0.21
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13656.5 13657.4 13658.2 13659.1 13659.9 13660.8 litres/min
Take litres 0.83 0.85 0.85 0.85 0.853.46 Average Take l/m 0.83 0.85 0.85 0.85 0.85 0.85 0.21
GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON(BAR) Flowmeter litres 13661.3 13662.1 13663.0 13663.9 13664.8 13665.7 litres/min
Take litres 0.80 0.90 0.90 0.85 0.902.62 Average Take l/m 0.80 0.90 0.90 0.85 0.90 0.87 0.28
LUGEONS, cm/s APPROXIMATE PERMEABILITY, cm/s
STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 0.305 MAX k= 3.05E-06DETERMINATION:
MIN Lu= 0.206 MIN k= 2.06E-06INTERPRETATION
REFERENCE: AVG Lu= 0.206 AVG k= 2.06E-06INTERPRETATION 1 LAMINAR NO
TYPE OF FLOW: 2 TURBULENT YES3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO
DRILLING / TEST RESULTS COMMENTS:THE WATER GAUGE WAS ERRATIC THROUGHOUT THE TEST. LOW CONFIDENCE ON PRESSURE DATAPRESSURES WERE CORRECTED WITH TRANSDUCER DATA.
TEST BY: GW REVIEWED BY: BB
M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\B1 - PACKER TESTS\[K10