Carmacks Solid Waste Disposal Facility CLIENT: VILLAGE OF CARMACKS PROJECT NO. - BOREHOLE NO.
Monitoring Well Installation DRILL: AIR ROTARY ODEX W23101146.003 -MW11
Carmacks, YT 6883667N; 432861E; Zone 8 ELEVATION: 544.2m
SPT SHELBY TUBE DISTURBED NO RECOVERY A-CASING CORE
SAMPLE TYPE
BENTONITE PEA GRAVELGROUTDRILL CUTTINGS SLOUGH SAND
BACKFILL TYPE
    POCKET PEN. (kPa)
SOIL
200 300 100400
DESCRIPTION
PLASTIC M.C. LIQUID
 Depth (m)
Elevation (m)
SAMPLE TYPE
0 GRAVEL AND SAND - some cobbles, trace silt, angular to sub-angular, dry, grey, 544.0
slightly brownish
1
543.0
2
542.0
3
541.0
GRAVEL AND SAND - angular, dry, grey to slightly brownish
4
540.0
SAND AND GRAVEL - angular, dry, grey to slightly brownish
5
539.0
6
538.0
7
GRAVEL AND SAND - some cobbles, angular to sub-angular, damp, brown to 537.0
grey
8
536.0
9
535.0
GRAVEL AND SAND - some cobbles, angular to sub-angular, damp to moist,
brown to grey
10
534.0
SAND AND GRAVEL - some cobbles, sub-angular to rounded, moist, brown
11
533.0
12
532.0
 - wet
13
531.0
14
530.0
15
END OF BOREHOLE @ 15.0 m 529.0
16
LOGGED BY: SK COMPLETION DEPTH: 15m
REVIEWED BY: RMM COMPLETE: 1/30/2009
EBA Engineering Consultants Ltd.
DRAWING NO: Page 1 of 1
ENV/GEO W23101146.003.GPJ EBA.GDT 09/04/01