CLIENT: YTG Community Services
Proposed Waste Water Disposal Facility
PROJECT NO. - TESTPIT NO.
EXCAVATOR:  Linkbelt 210C
Access Road
704-ENVH2O03089-01 TP14-06
6874495N; 632875E; Zone 8
Ross River, YT
ELEVATION: 696.6 m
NO RECOVERY SPT
DISTURBED SHELBY TUBE A-CASING CORE
SAMPLE TYPE
SLOUGH DRILL CUTTINGS SAMPLE NUMBER GROUT SAND
BACKFILL TYPE BENTONITE PEA GRAVEL
    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
0 ORGANICS - grass, rootlets, soil seasonally frozen, dark brown.
FROZEN
SILT - trace gravel, trace sand, firm, moist, brown.
UNFROZEN
SAND - trace silt, compact, medium to coarse grained, moist, grey.
G1
696.0
1
GRAVEL - sandy, trace silt, compact subrounded particles, well graded, damp to
moist, grey, trace to some cobbles, trace boulders.
G2
695.0
2
 - saturated, water table
G3
END of TESTPIT @ 2.5 m.
694.0
3
693.0
4
692.0
5
LOGGED BY: CPC
COMPLETION DEPTH: 2.5m
REVIEWED BY: CPC
COMPLETE: 14/10/24
DRAWING NO:
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WHITEHORSE ZONE8.GPJ EBA.GDT 15/03/13