Proposed Waste Water Disposal Facility CLIENT: YTG Community Services
PROJECT NO. - BOREHOLE NO.
Lagoon Site DRILL:  CME75 Hollow Stem Auger
704-ENVH2O03089-01 MW14-02
Ross River, YT 6874518N; 632521E; Zone 8
ELEVATION: 697.3 m
DISTURBED SHELBY TUBE A-CASING CORE
SAMPLE TYPE NO RECOVERY SPT
GROUT SLOUGH DRILL CUTTINGS BACKFILL TYPE BENTONITE PEA GRAVEL SAND
    BULK DENSITY (kg/m 3 )    
    CLAY (%)    
1400
1800 1600 2000
20 406080
GROUND ICE
    SPT (N)   
    SILT (%)    
SOIL
DESCRIPTION 40
20
60 2040 6080
80
AND
    SAND (%)    
DESCRIPTION
204060 80
LIQUID
Depth (m)
PLASTIC M.C.
COMMENTS
Elevation (m)
    GRAVEL (%)    
SAMPLE TYPE
20 406080
20406080
SAMPLE NUMBER
0 ORGANICS - rootlets, grass, seasonally frozen.
FROZEN
697.0
SAND - trace silt, medium to coarse grained, moist, compact, grey.
UNFROZEN
GRAVEL - sandy, trace silt, trace to some cobbles, subrounded, well
graded, damp to moist, compact, grey.
1
696.0
SA01
2
695.0
3
SA02
694.0
4
693.0
SA03 FROZEN
SILT - some clay, trace sand, grey.
5
s V , 10-40%
692.0
6
SA04
691.0
SPT5
7
690.0
SPT6
END of BOREHOLE @ 7.8 m.
8
689.0
Water at 2.7 m in open borehole upon completion of drilling.
Monitoring well installed to 4.5 m. Dry on November 5, 2014.
9
688.0
10
687.0
11
686.0
12
LOGGED BY: KR COMPLETION DEPTH: 7.8m
REVIEWED BY: CPC COMPLETE: 14/10/25
DRAWING NO: Page 1 of 1
WHITEHORSE ZONE8.GPJ EBA.GDT 15/03/13