Proposed Waste Water Disposal Facility CLIENT: YTG Community Services
PROJECT NO. - BOREHOLE NO.
Lagoon Site DRILL:  CME75 Hollow Stem Auger
704-ENVH2O03089-01 MW14-03
Ross River, YT 6874682N; 632588E; Zone 8
ELEVATION: 695 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
695.0
0 ORGANICS - sod covered, brown, rootlets, seasonally frozen.
FROZEN
SILT - some clay, trace sand, moist to wet, grey.
UNFROZEN
SAND - trace silt, medium to coarse grained, moist, compact, grey.
GRAVEL - sandy, trace silt, trace to some cobbles, subrounded, well graded,
694.0
1
damp to moist, compact, grey.
693.0
2
692.0
3
14/11/5
14/11/5
691.0
4
SILT - some clay, trace sand, moist to wet, firm, grey.
690.0
5
END of BOREHOLE @ 5.5 m.
6
689.0
Monitoring well installed to 5.5 m. Groundwater at 2.8 m on November 5, 2014.
688.0
7
687.0
8
686.0
9
685.0
10
684.0
11
12
683.0
LOGGED BY: KR COMPLETION DEPTH: 5.5m
REVIEWED BY: CPC COMPLETE: 14/10/24
DRAWING NO: Page 1 of 1
WHITEHORSE ZONE8.GPJ EBA.GDT 15/03/13