CLIENT: YTG Community Services
Proposed Waste Water Disposal Facility
PROJECT NO. - TESTPIT NO.
EXCAVATOR:  Linkbelt 210C
Access Road
704-ENVH2O03089-01 TP14-08
6874470N; 633157E; Zone 8
Ross River, YT
ELEVATION: 697.1 m
NO RECOVERY SPT
DISTURBED SHELBY TUBE A-CASING CORE
SAMPLE TYPE
SLOUGH DRILL CUTTINGS SAMPLE NUMBER GROUT SAND
BACKFILL TYPE BENTONITE PEA GRAVEL
3 )    
    BULK DENSITY (kg/m
    CLAY (%)    
1400
1800 1600 2000
20 406080
GROUND ICE
    SPT (N)   
    SILT (%)    
SOIL
DESCRIPTION 40
20
2040
60 6080
80
AND
    SAND (%)    
DESCRIPTION
204060
80
LIQUID
Depth (m)
COMMENTS
PLASTIC
M.C.
Elevation (m)
    GRAVEL (%)    
SAMPLE TYPE
406080
20
20406080
0 ORGANICS - grass, rootlets, soil seasonally frozen, dark brown.
FROZEN
697.0
SILT(FILL) - trace sand, roots throughout, firm, damp, brown.
UNFROZEN
1
SILT - trace sand, firm, moist, brown.
696.0
G1
GRAVEL - sandy, trace silt, compact subrounded particles, well graded, damp to
moist, grey, trace to some cobbles, trace boulders.
G2
2
END of TESTPIT @ 2.0 m.
695.0
3
694.0
4
693.0
5
LOGGED BY: CPC
COMPLETION DEPTH: 2m
REVIEWED BY: CPC
COMPLETE: 14/10/24
DRAWING NO:
Page 1 of 1
WHITEHORSE ZONE8.GPJ EBA.GDT 15/03/13