2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW02
Carmacks,YT 6890591N;431884E;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
0 SAND-tracesilt,uniformlygraded,veryfinetofinegrainedsand,dry,very 0
loose,yellowbrown
1
5
-damp,loose,orangebrown
2
-yellowbrown
3
10
SANDandGRAVEL-poorlygraded,finegrainedsand,gravelis5-10mm,
angulartosubangular,damp,loose,mediumbrown
4
15
GRAVEL-sandy,veryfinetocoarsegrainedsand,gravelis5-20mm,rounded
5
toangular,dry
6
20
-gravelis5-30mm
7
SAND-tracesilt,uniformlygraded,veryfinesand,damp,yellowbrown
25
-wellgradedsand,damp
8
-mediumtoverycoarsesand
9
SANDandGRAVEL-coarsetoverycoarsesand,gravelis5-12mm,
30
subroundedtoangular,damp,veryloose
10
GRAVEL-sandy,wellgradedsand,gravelis5-30mm,roundedtoangular,dry
35
11
12
40
SAND-somegravel,wellgradedsand,gravelis5-10mm,roundedtoangular,
dry
13
GRAVEL-sandy,wellgraded,5-30mm,subroundedtosubangular,dry
45
14
15
50
16
55
17
SANDandGRAVEL-wellgradedsand,gravelis5-15mm,subroundedto
18
angular,damp
60
SAND-uniformlygraded,medium,subangular,damp,mediumbrown
19 GRAVEL-sandy,poorlygraded,finetomediumsand,subroundedtoangular,
dry
65
20
21
70
22 72
LOGGEDBY:BW COMPLETIONDEPTH:52.6m
REVIEWEDBY:RMM COMPLETE:9/22/2010
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DRAWINGNO: Page1of3
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2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW02
Carmacks,YT 6890591N;431884E;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
22
75
23
SAND-gravelly,wellgradedsand,gravelis5-10mm,subroundedtoangular,
24
dry
80
25
-somegravel
85
26
SANDandGRAVEL-wellgraded,finetoverycoarsesand,gravelis5-15mm,
subroundedtoangular,dry
27 -damp
90
-dry
28
GRAVEL-somesand,wellgradedsand,gravelis5-10mm,angularto
subangular,dry
95
29
SAND-gravelly,wellgraded,veryfinetocoarsesand,gravelis5-10mm,
subroundedtosubangularsamp,mediumbrown
30
SANDandGRAVEL-wellgraded,veryfinetocoarsesand,gravelis5-30mm,
subroundedtoangular,dry
100
31
32 105
GRAVEl-sandy,wellgraded,veryfinetocoarsesand,gravelis5mm,angular,
dry
33
110
34
35
115
GRAVEL-somesand,wellgraded,gravelis5mm,angulartosubrounded,dry
36
120
SAND-somegravel,wellgraded,veryfinetocoarsesand,gravelis5mm,
37
subroundedtosubangular,dry
38
125
-tracegravel,damp,brown
39
130
SANDandGRAVEL-wellgraded,veryfinetocoarsesand,gravelis5mm,
40
subroundedtoangular,dry
41
135
42
140
43
44 144
LOGGEDBY:BW COMPLETIONDEPTH:52.6m
REVIEWEDBY:RMM COMPLETE:9/22/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page2of3
ENVIRONMENTALW23101317.004.GPJEBA.GDT2/15/11





2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW02
Carmacks,YT 6890591N;431884E;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
145
44
45
SAND-finetocoarsesand,subroundedtosubangular,dry,lightbrown
150
46
GRAVEL-sandy,wellgraded,veryfinetocoarsesand,gravelis5mm,
47
subangulartoangular,dry
155
GRAVELandSAND-wellgraded,veryfinetocoarsesand,gravelis5mm,
subangulartoangular,dry
48
SAND-somesilt,veryfinetocoarsesand,mediumbrown
160
49
SANDandGRAVEL-wellgraded,veryfinetocoarsesand,gravelis5-10mm,
subroundedtosubangular,dry
50
165
-saturated
51
170
52
ENDOFBOREHOLE@52.6m
53
175
NOTE:Theselogsreflectdisturbedmaterialrecoveredfromdrillreturn.Particle
sizesandshapes(particularlygravel)areaffectedbydrillingprocess.
54
Cobblesandbouldersifpresentarenotindicatedthroughthisdrilling
method.Moisturecontentiseffectedbytheuseofairtorecoverdrill
180
55
material.
56
185
57
190
58
59
195
60
200
61
62
205
63
64 210
65
215
66 217
LOGGEDBY:BW COMPLETIONDEPTH:52.6m
REVIEWEDBY:RMM COMPLETE:9/22/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page3of3
ENVIRONMENTALW23101317.004.GPJEBA.GDT2/15/11