2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
HainesJunctionLandfill DRILL:GeotechMST-Odex W23101317-HJ-MW03
HainesJunction,YT 6739803N;363094E;Zone8
SPT A-CASING SHELBYTUBE NORECOVERY DISTURBED CORE
SAMPLETYPE
BENTONITE PEAGRAVEL GROUT DRILLCUTTINGS SLOUGH SAND
BACKFILLTYPE
well
SOIL NOTES&
Monitoring
DESCRIPTION COMMENTS
Depth(ft)
Depth(m)
SAMPLETYPE
SAMPLENUMBER
0 SILT-somesand,poorlygraded,wet,firm,brown 0
G1
1
SAND-uniformlygraded,finegrainedsand,moist,yellowbrown
G2
5
-tracegravel,gravelis5-25mm,angular,veryloose
2 G3
SILT-somegravel,somesand,wellgradedsand,gravelis5-20mm,
G4
3
subrounded,angular,moist,brown 10
SANDandSILT-tracetosomegravel,wellgradedsand,gravelis G5
5-15mm,subrounded,angular,moist,brown
4
G6
SILT-sandy,somegravel,wellgradedsand,gravelis5-15mm,
15
subangulartoangular,damp,brown
5
G7
-damp
6
20
7
-tracesand
25
-somesand,finetomediumgrainedsand,gravelis5-10mm,
8
G8
subroundedtoangular
9
30
10
G9
35
11
G10
12
40
13
45
14
-moisttowet,greybrown
G11
15
50
G12
16
55
17
18
60
G13
19
65
20
G14
21
70
22
75
23
G15
24
80
25 82
LOGGEDBY:BW COMPLETIONDEPTH:41.9m
REVIEWEDBY:RMM COMPLETE:10/13/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page1of2
ENVIRONMENTALW23101317.004.GPJEBA.GDT2/1/11





2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
HainesJunctionLandfill DRILL:GeotechMST-Odex W23101317-HJ-MW03
HainesJunction,YT 6739803N;363094E;Zone8
SPT A-CASING SHELBYTUBE NORECOVERY DISTURBED CORE
SAMPLETYPE
BENTONITE PEAGRAVEL GROUT DRILLCUTTINGS SLOUGH SAND
BACKFILLTYPE
SOIL NOTES&
well
DESCRIPTION COMMENTS
Depth(ft)
Depth(m)
Monitoring
SAMPLETYPE
SAMPLENUMBER
25
G16
85
26
-tracegravel,wellgradedsand,gravelis5-20mm,moist,grey
G17
27
-somegravel
90
28
95
29
30
100
31
-darkgrey
G18
32 105
33
110
34 G19
35
115
36
120
37
GRAVEL-somesand,finetocoarsegrainedsand,gravelis5-20mm,
38
moist,grey
G20 125
SILTandSAND-somegravel,finetomediumgrainedsand,gravelis
5-15mm,subangular,stiff,moist,lightgrey
39
SILT-somegravel,somesand,finetocoarsegrainedsand,gravelis G21
130
5-20mm,moist,darkgrey
40
G22
SILTandSAND-somegravel,wellgradedsand,gravelis5-15mm,
subroundedtoangular,moist,darkgrey
G23
41
SANDandGRAVEL-somesilt,wellgradedsand,gravelis5-25mm, 135
subangulartoangular,saturated,mediumgrey
G24
42
ENDOFBOREHOLE@41.9m
140
43
NOTE:Theselogsrefectdisturbedmaterialrecoveredfromdrillreturn.
Particlesizesandshapes(particularlygravel)areaffectedbydrilling
process.Cobblesandbouldersifpresentarenotindicatedthrough
44
145
thisdrillingmethod.Moisturecontentiseffectedbytheuseofairto
recoverdrillmaterial.
45
150
46
47
155
48
160
49
50 164
LOGGEDBY:BW COMPLETIONDEPTH:41.9m
REVIEWEDBY:RMM COMPLETE:10/13/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page2of2
ENVIRONMENTALW23101317.004.GPJEBA.GDT2/1/11