2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
MountLorneLandfill DRILL:GeotechMST-Odex W23101317-ML-MW01
Whitehorse,YT 6704724N;507653E;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 SAND-tracegravel,sometotracesilt,uniformlygraded,veryfineto 0
G1 -cementsealfrom0to0.3m
mediumgrainedsand,gravelis20mm,subrounded,damp,very
loose,orangebrown
1
-nogravel,lightbrown
G2
5
-somesilt
2
3
10
-sandisveryfinetofinegrained
G3
4
15
-moist
5
6
20
7
25
8
-sandisveryfinetomediumgrained
G4
9
30
10
SAND-tracesilt,tracegravel,wellgradedsand,gravelis5-10mm
G5
35
SANDANDSILT-veryfinetomediumgrainedsand,moist,lightbrown
11
G6
SAND-somegravel,wellgradedsand,gravelis5-15mm,moist,medium
G7
brown
12
40
-nogravel,somesilt,uniformlygraded,veryfinetofinegrainedsand,
lightbrown
13
SANDandSILT-tracegravel,poorlygraded,veryfinetofinegrained
G8
sand,gravelis5-10mm,subrounded,moist,mediumbrown
45
14
SAND-somesilt,somegravel,veryfinetocoarsegrainedsand,gravelis
15
5-15mm,subrounded,moist,mediumbrown
50
SANDandGRAVEL-tracesilt,veryfinetocoarsegrainedsand,gravel
G9
is5-15mm,subrounded,moist,mediumbrown
16
55
17
GRAVEL-somesand,wellgradedsand,gravelis5-20mm,subrounded
G10
toangular,damp,mediumbrown
18 59
LOGGEDBY:BW COMPLETIONDEPTH:30.4m
REVIEWEDBY:RMM COMPLETE:10/29/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page1of2
ENVIRONMENTALW23101317.004.GPJEBA.GDT1/7/11





2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
MountLorneLandfill DRILL:GeotechMST-Odex W23101317-ML-MW01
Whitehorse,YT 6704724N;507653E;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
18
60
SAND-somegravel,finetocoarsegrainedsand,gravelis5-10mm,
G11
subrounded,moist-wet,mediumbrown
19
-veryfinetocoarsegrainedsand,lightbrown
G12
65
20
SANDandGRAVEL-wellgradedsand,gravelis5-20mm,wet,medium
21
G13
brown
70
SAND-gravelly,wellgradedsand,gravelis5-20mm,wet,medium
brown
22
SANDandGRAVEL-wellgraded,veryfinetocoarsegrainedsand,
gravelis5-20mm,wet,mediumbrown
75
23
24
80
SAND-poorlygraded,veryfinetomediumgrainedsand,moist,medium
G14
brown
25
-somegravel,poorlygraded,veryfinetocoarsegrainedsand,gravel
G15
is5-20mm,subroundedtoangular,moisttowet
85
26
SANDandGRAVEL-wellgraded,veryfinetoverycoarsegrainedsand,
G16
gravelis5-20mm,subroundedtoangular,moist
27
90
SAND-tracegravel,poorlygraded,veryfinetocoarsegrainedsand,
G17
gravelis5-20mm,saturated,darkbrown
28
-saturated
G18
95
29
30
100
ENDOFBOREHOLE@30.4m(Holecollapsedto30.2m)
31
NOTE:Theselogsreflectdisturbedmaterialrecoveredfromdrillreturn.
Particlesizesandshapes(particularlygravel)areaffectedbydrilling
process.Cobblesandbouldersifpresentarenotindicatedthrough
32 105
thisdrillingmethod.Moisturecontentiseffectedbytheuseofairto
recoverdrillmaterial.
33
110
34
35
115
36 118
LOGGEDBY:BW COMPLETIONDEPTH:30.4m
REVIEWEDBY:RMM COMPLETE:10/29/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page2of2
ENVIRONMENTALW23101317.004.GPJEBA.GDT1/7/11