2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW04
Carmacks,YT 6890632N;431917E;Zone8
SPT A-CASING SHELBYTUBE NORECOVERY DISTURBEDCORE
SAMPLETYPE
BENTONITE PEAGRAVEL GROUT DRILLCUTTINGS SLOUGH SAND
BACKFILLTYPE
well
SOIL NOTES&
Monitoring
DESCRIPTION COMMENTS
Depth(ft)
Depth(m)
SAMPLETYPE
SAMPLENUMBER
0 SAND-uniformlygraded,veryfinetofinegrainedsand,moisttowet, 0
veryloose,yellowbrown
G1
1
5
2 G2
3
10
4
-orangebrown
G3
15
-gravelly,wellgradedsand,gravelis5-30mm,subroundedto
5
G4
angular,moist
-damp
G5
6
20
SANDandGRAVEL-wellgradedsand,gravelis5-20mm,subrounded
G6
toangular,moist
7
25
-damp
8
9
30
10 G7
35
11
G8
SAND-somegravel,wellgradedsand,gravelis5-10mm,angular,damp
G9
12 todry
40
GRAVEL-sandy,wellgradedsand,gravelis5-10mm,subroundedto
angular,dry
13
G10
45
14
G11
GRAVELandSAND-wellgradedsand,gravelis5-10mm,subrounded
G12
15
toangular,dry
50
16
-subangulartoangular
55
G13
17
-subroundedtoangular
18
60
SAND-gravelly,finetocoarsegrainedsand,gravelis5-10mm,moist
G14
19
GRAVELandSAND-veryfinetocoarsegrainedsand,gravelis
5-10mm,subangulartoangular,dry
20 G15 6566
LOGGEDBY:BW COMPLETIONDEPTH:52.6m
REVIEWEDBY:RMM COMPLETE:10/5/2010
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DRAWINGNO: Page1of3
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2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW04
Carmacks,YT 6890632N;431917E;Zone8
SPT A-CASING SHELBYTUBE NORECOVERY DISTURBEDCORE
SAMPLETYPE
BENTONITE PEAGRAVEL GROUT DRILLCUTTINGS SLOUGH SAND
BACKFILLTYPE
SOIL NOTES&
well
DESCRIPTION COMMENTS
Depth(ft)
Depth(m)
Monitoring
SAMPLETYPE
SAMPLENUMBER
20
GRAVEL-sandy,wellgradedsand,gravelis5-10mm,subroundedto
21
angular,dry
70
G16
22
G17
75
23
-gravelis5-20mm
-somesand
24
G18
80
25
SAND-somegravel,wellgradedsand,gravelis5-10mm,angular,dry
G19
85
26
GRAVEL-sandy,finetoverycoarsegrainedsand,gravelis5-10mm,
G20
subangulartoangular,dry
27 GRAVELandSAND-finetocoarsegrainedsand,gravelis5-10mm,
G21
subangulartoangular,dry
90
28
95
29
SAND-somegravel,finetocoarsegrainedsand,gravelis5-10mm,
G22
subangulartoangular,damp
30
100
31
G23
32 105
-gravelly
G24
33
SANDandGRAVEL-wellgradedsand,gravelis5-10mm,subangularto
G25
angular,dry
110
34
SAND-gravelly,wellgradedsand,gravelis5-10mm,subangularto
G26
angular,dry
35
115
SANDandGRAVEL-wellgradedsand,gravelis5-10mm,subangularto
angular,dry
36
120
SAND-somegravel,wellgradedsand,gravelis5-10mm,subangularto
37
G27
angular,dry
GRAVEL-somesand,wellgradedsand,gravelis5-10mm,subangular
G28
toangular,dry
38
125
39
G29
130
SANDandGRAVEL-wellgradedsand,gravelis5-10mm,subangularto
40 131
LOGGEDBY:BW COMPLETIONDEPTH:52.6m
REVIEWEDBY:RMM COMPLETE:10/5/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page2of3
ENVIRONMENTALW23101317.004.GPJEBA.GDT2/15/11





2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW04
Carmacks,YT 6890632N;431917E;Zone8
SPT A-CASING SHELBYTUBE NORECOVERY DISTURBEDCORE
SAMPLETYPE
BENTONITE PEAGRAVEL GROUT DRILLCUTTINGS SLOUGH SAND
BACKFILLTYPE
SOIL NOTES&
well
DESCRIPTION COMMENTS
Depth(ft)
Depth(m)
Monitoring
SAMPLETYPE
SAMPLENUMBER
40 angular,dry
G30
41
135
42
140
43 SAND-somegravel,wellgradedsand,gravelis5-10mm,subangularto
angular,dry
G31
44
145
G32
45
150
46
GRAVEL-sandy,wellgradedsand,gravelis5-10mm,subroundedto
G33
47
angular,dry
155
SAND-somegravel,wellgradedsand,gravelis5mm,subangular,dry
48
160
49
SANDandGRAVEL-wellgradedsand,gravelis5-10mm,subangularto
G34
angular,dry
50
165
-saturated
G35
51
170
52
ENDOFBOREHOLE@52.6m
53
175
NOTE:Theselogsreflectdisturbedmaterialrecoveredfromdrillreturn.
Particlesizesandshapes(particularlygravel)areaffectedbydrilling
54
process.Cobblesandbouldersifpresentarenotindicatedthrough
thisdrillingmethod.Moisturecontentiseffectedbytheuseofairto
recover.
180
55
56
185
57
190
58
59
195
60 197
LOGGEDBY:BW COMPLETIONDEPTH:52.6m
REVIEWEDBY:RMM COMPLETE:10/5/2010
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DRAWINGNO: Page3of3
ENVIRONMENTALW23101317.004.GPJEBA.GDT2/15/11