HYDROGEOLOGICAL ASSESSMENT SELKIRK FIRST NATION
PROJECT NO. - BOREHOLE NO.
PELLY SEWAGE DISPOSAL FACILITY DRILL:  ODEX
W23103095-01-MW2013-02
PELLY CROSSING, YUKON
ELEVATION: 536.86 m
DISTURBED
SAMPLE TYPE NO RECOVERY SPT SHELBY TUBE A-CASING CORE
BACKFILL TYPE BENTONITE PEA GRAVEL GROUT SLOUGH DRILL CUTTINGS SAND
    CLAY (%)    
20 406080
GROUND ICE
    SILT (%)    
    SPT (N)   
SOIL
20
60 2040 6080
80
DESCRIPTION 40
MW2013-02
    SAND (%)    
AND
DESCRIPTION
204060 80
LIQUID
Depth (m)
COMMENTS PLASTIC M.C.
Elevation (m)
    GRAVEL (%)    
SAMPLE TYPE
20 406080
20406080
0
SILT - clayey, damp, medium plastic, brown
Pipe stickup =
0.70 metres
536.0
1
SAND (TILL) - silty, some clay, some fine gravel, fine grained, damp, grey brown
535.0
2
534.0
3
533.0
4
GRAVEL AND SAND (TILL) - fine grained 532.0
5
531.0
6
SAND (TILL) - some fine gravel, fine grained sand, grey brown
530.0
7
529.0
SAND AND GRAVEL (TILL) - fine grained, well graded, damp, grey brown
8
528.0
9
SAND (TILL) - silty, trace of gravel, trace of clay
527.0
10
   - trace of fine gravel
526.0
11
525.0
12
524.0
13
523.0
14
522.0
15
521.0
16
   - gravelly, trace of silt
520.0
17
519.0
GRAVEL (TILL) - sandy, fine, subangular, coarse grained sand, moist, grey
18
brown
518.0
19
END OF BOREHOLE   (19.20 metres)
Nov6/13
Nov6/13
   water - 18.40 metres on November 6, 2013
   Monitoring well installed to 18.77 metres
517.0
20
LOGGED BY: KRR COMPLETION DEPTH: 19.2m
REVIEWED BY: GE COMPLETE: 13/08/21
DRAWING NO: 23103095-02 Page 1 of 1
WHITEHORSE W23103095-01.GPJ EBA.GDT 13/12/19





HYDROGEOLOGICAL ASSESSMENT SELKIRK FIRST NATION
PROJECT NO. - BOREHOLE NO.
PELLY SEWAGE DISPOSAL FACILITY DRILL:  AIR ROTARY
W23103095-01-MW2013-03
PELLY CROSSING, YUKON
ELEVATION: 536.23 m
DISTURBED
SAMPLE TYPE NO RECOVERY SPT SHELBY TUBE A-CASING CORE
BACKFILL TYPE BENTONITE PEA GRAVEL GROUT SLOUGH DRILL CUTTINGS SAND
    CLAY (%)    
20 406080
GROUND ICE
    SILT (%)    
    SPT (N)   
SOIL
20
60 2040 6080
80
DESCRIPTION 40
MW2013-03
    SAND (%)    
AND
DESCRIPTION
204060 80
LIQUID
Depth (m)
COMMENTS PLASTIC M.C.
Elevation (m)
    GRAVEL (%)    
SAMPLE TYPE
20 406080
20406080
536.0
0 SILT - clayey, damp, medium plastic, brown
Pipe stickup =
0.72 metres
1
535.0
SAND (TILL) - silty, trace of fine subangular gravel, trace of clay, fine grained,
2
damp, grey brown
534.0
3
533.0
4
532.0
5
531.0
6
530.0
7
529.0
   - some silt, some gravel
8
528.0
9
527.0
GRAVEL AND SAND (TILL) - fine subangular gravel, fine to coarse grained
sand, dry
10
526.0
11
525.0
12
524.0
13
523.0
14 SAND (TILL) - silty, trace of fine subrounded gravel, trace of clay, fine grained,
522.0
grey brown
15
521.0
16
520.0
17
519.0
18
518.0
SAND AND GRAVEL (TILL) - fine subangular gravel, coarse grained sand, dry to
damp
19
517.0
20
LOGGED BY: KRR COMPLETION DEPTH: 50.29m
REVIEWED BY: GE COMPLETE: 13/09/18
DRAWING NO: 23103095-03 Page 1 of 3
WHITEHORSE W23103095-01.GPJ EBA.GDT 13/12/19