2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
HainesJunctionLandfill DRILL:GeotechMST-Odex W23101317-HJ-MW01
HainesJunction,YT 6740207N;363116E;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,traceclay,finetomediumgrainedsand,moist,firm, 0
G1
brown
1
G2
5
-sometotraceclay,tracefinesand,moisttowet
2 G3
-someclay
3
10
-some sand,somegravel,noclay,veryfinetomediumgrainedsand,
G4
gravelis5-20mm,subroundedtoangular
4
15
5
G5
6
20
-mediumbrown
7
G6
25
8
9
30
G7
10
35
11 -veryfinetocoarsegrainedsand,moist,darkbrown
-traceclay,damp
G8
12
40
13
-tracegravel
45
14
G9
15
50
16
G10
55
17
18
60
-darkgreyishbrown,damptomoist
G11
19
65
20
-somesandtosandy,noclay,gravelis5-15mm,damp
21 69
LOGGEDBY:BW COMPLETIONDEPTH:38.4m
REVIEWEDBY:RMM COMPLETE:10/15/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page1of2
ENVIRONMENTALW23101317.004.GPJEBA.GDT1/28/11





2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
HainesJunctionLandfill DRILL:GeotechMST-Odex W23101317-HJ-MW01
HainesJunction,YT 6740207N;363116E;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
G12
21
70
22
75
23
SAND-somegravel,somesilt,wellgradedsand,gravelis5-20mm,
24
G13
subangulartoangular,damp,lightgrey
80
SANDandGRAVEL-somesilt,veryfinetocoarsegrainedsand,gravel
G14
25 is5-20mm,subangulartoangular,damp,lightgrey
85
26
27
90
SAND-silty,somegravel,veryfinetocoarsegrainedsand,gravelis
G15
28 5-20mm,subangulartoangular,damp,lightgrey
95
29
-tracegravel,gravelis5mm,moist,darkbrown
G16
30 SANDandGRAVEL-finetoverycoarsegrainedsand,gravelis
5-10mm,wet,darkbrown
100
SAND-tracegravel,finetoverycoarsegrainedsand,gravelis5-10mm,
G17
31
wet,darkbrown
32 105
SAND-somesilt,veryfinetomediumgrainedsand,wet,grey
33
G18
110
-silty
34
G19
35
115
-sandy,veryfinetofinegrainedsand,grey
36
SILT-sandy,veryfinetofinegrainedsand,wet,darkgrey
G20
120
37
G21
38
125
-saturated
ENDOFBOREHOLE@38.4m
39
NOTE:Theselogsrefectdisturbedmaterialrecoveredfromdrillreturn.
130
Particlesizesandshapes(particularlygravel)areaffectedbydrilling
40
process.Cobblesandbouldersifpresentarenotindicatedthrough
thisdrillingmethod.Moisturecontentiseffectedbytheuseofairto
recoverdrillmaterial.
41
135
42 138
LOGGEDBY:BW COMPLETIONDEPTH:38.4m
REVIEWEDBY:RMM COMPLETE:10/15/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page2of2
ENVIRONMENTALW23101317.004.GPJEBA.GDT1/28/11