2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW03
Carmacks,YT 6890570N;431890E;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,damp,yellow 0
brown
G1&
1
G2
5
-finetomediumgrainedsand,mediumbrown
2
-tracesand,finetocoarsegrainedsand,gravelis5-25mm
G3
3
10
GRAVEL-somesand,wellgraded,veryfinetocoarsegrainedsand,
G4
gravelis5-10mm,subroundedtoangular,dry
4
-sandy
G5
15
5
-tracesand,finetocoarsegrainedsand,gravelis5-25mm
G6
6
20
GRAVELandSAND-wellgradedsand,gravelis5-20mm,roundedto
G7
angular,dry
7
SAND-somegravel,wellgradedsand,graveis5-10mm,subroundedto
G8
angular,moist
25
-gravelis5mm
8
G9
SANDandGRAVEL-wellgradedsand,gravelis5-20mm,subrounded
G10
9 toangular,dry
30
GRAVEL-somesand,wellgradedsand,gravelis5-20mm,subrounded
G11
toangular,dry
10
GRAVELandSAND-wellgradedsand,gravelis5mm,subroundedto
angular,dry
35
11
G12
12
40
GRAVEL-sandy,wellgradedsand,gravelis5-20mm,subroundedto
G13
angular,damp
13
-dry
45
14 -somesand
G14
15
50
16
55
17
18 G15
60
SANDandGRAVEL-wellgradedsand,gravelis5-10mm,subrounded
G16
toangular,dry
19
GRAVEL-sandy,wellgradedsand,gravelis5-15mm,subroundedto
G17
angular,dry
20 6566
LOGGEDBY:BW COMPLETIONDEPTH:52.6m
REVIEWEDBY:RMM COMPLETE:9/29/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page1of3
ENVIRONMENTALW23101317.004.GPJEBA.GDT2/15/11





2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW03
Carmacks,YT 6890570N;431890E;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
-somesand
21
G18
70
GRAVELandSAND-wellgradedsand,gravelis5-20mm,subrounded
toangular,dry
22
SAND-somegravel,wellgradedsand,gravelis5-10mm,damp
G19
75
23
SANDandGRAVEL-wellgradedsand,gravelis5-20mm,dry
G20
24
80
25
85
26
GRAVEL-sandy,wellgradedsand,gravelis5-10mm,subroundedto
G21
angular,dry
27 GRAVELandSAND-wellgradedsand,gravelis5-20mm,subrounded
G22
toangular,dry
90
-gravelis5mm
G23
28
95
29
30
100
G24
31
32 105
33
GRAVEL-somesand,wellgradedsand,gravelis5-10mm,subrounded
G25
toangular,dry
110
34
GRAVELandSAND-wellgradedsand,gravelis5-10mm,subrounded
G26
toangular,dry
35
115
36
120
GRAVEL-sandy,wellgradedsand,gravelis5-15mm,subroundedto
37
G27
angular,dry
38
125
GRAVELandSAND-wellgradedsand,gravelis5-15mm,subangularto
G28
angular,dry
39
130
40 131
LOGGEDBY:BW COMPLETIONDEPTH:52.6m
REVIEWEDBY:RMM COMPLETE:9/29/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page2of3
ENVIRONMENTALW23101317.004.GPJEBA.GDT2/15/11





2010MonitoringWellProgram CLIENT:YG-DepartmentofCommunityServices PROJECTNO.-BOREHOLENO.
CarmacksSewageLagoon DRILL:GeotechMST-Odex W23101317-CA-MW03
Carmacks,YT 6890570N;431890E;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
G29
40
G30
41
135
SAND-somegravel,wellgradedsand,gravelis5mm,subangularto
angular,dry
42
GRAVEL-sandy,wellgradedsand,gravelis5-10mm,subroundedto
G31
angular
140
43 SAND-somegravel,wellgradedsand,gravelis5-10mm,subroundedto
G32
angular,dry
GRAVEL-sandy,wellgradedsand,gravelis5-10mm,subroundedto
44 angular,dry
145
SAND-somegravel,wellgradedsand,gravelis5-20mm,subroundedto
angular,moist,mediumbrown G33
45
-tracegravel,finetocoarsegrainedsand,gravelis5-10mm
GRAVELandSAND-wellgradedsand,gravelis5-10mm,subrounded
150
toangular,dry
46
SAND-somegravel,wellgradedsand,gravelis5-20mm,subroundedto
G34
angular,moist,mediumbrown
GRAVEL-sandy,wellgradedsand,gravelis5-20mm,subroundedto
47
angular,dry
155
48
SAND-tracegravel,wellsorted,finetocoarsegrainedsand,gravelis
G35
5-10mm,subrounded,wet,darkbrown
160
49
GRAVElandSAND-wellgradedsand,gravelis5-10mm,damptodry
50
165
GRAVEL-somesandtosandy,mediumtocoarsegrainedsand,gravelis
G36
5-20mm,roundedtoangular,saturated
51
SAND-somegravel,poorlygraded,mediumtocoarsegrainedsand,
G37
gravelis5-20mm,subroundedtoangular,saturated,darkbrown
170
52
SANDandGRAVEL-poorlygraded,mediumtocoarsegrainedsand,
gravelis5-20mm,subroundedtoangular,saturated
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:9/29/2010
EBAEngineeringConsultantsLtd.
DRAWINGNO: Page3of3
ENVIRONMENTALW23101317.004.GPJEBA.GDT2/15/11