CLIENT: YTG Community Services
Proposed Waste Water Disposal Facility
PROJECT NO. - TESTPIT NO.
EXCAVATOR:  Linkbelt 210C
Lagoon Site
704-ENVH2O03089-01 TP14-02
6874508N; 632655E; Zone 8
Ross River, YT
ELEVATION: 696.5 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
GRAVEL - sandy, trace silt, compact subrounded particles, well graded, damp to
UNFROZEN
moist, grey, trace to some cobbles, trace boulders.
696.0
1
G1
695.0
2
G2
694.0
 - saturated, water table
3
G3
693.0
4
SILT - some clay, trace sand, firm, moist to wet, grey.
G4
END of TESTPIT @ 4.2 m.
692.0
5
LOGGED BY: CPC
COMPLETION DEPTH: 4.2m
REVIEWED BY: CPC
COMPLETE: 14/10/24
DRAWING NO:
Page 1 of 1
WHITEHORSE ZONE8.GPJ EBA.GDT 15/03/13





PARTICLESIZEANALYSISREPORT
ASTMD422,C136&C117
Project:SampleNo.: RossRiverWWDFGeotech.Assess.G1
ENVH2O03089-01 ProjectNo.:MaterialType:
LagoonSite Site:SampleLoc.: TP14-02
YTG-CommunityInfrastructureBranch Client:SampleDepth: 0.9-1.1m
JackBowers ClientRep.:SamplingMethod: Grab
DateTested:By:Datesampled: December4,2014AMTNovember27,2014
SoilDescription 2 : SampledBy: GRAVEL-sandy,tracesiltCPC
USCClassification:Cu: 51.8
MoistureContent:Cc: 2.0%3.1
Particle
Sand Gravel
Percent
Size
Cobble
Passing
Fine Medium Coarse Fine Coarse
(mm)
300
3"2"1.5"1"3/4"1/2"3/8"481016203040601002006"8"4" 12"
100
200
150
90
100
80
75 100
50 70
38 65
60
25 55
50
SoilDescriptionProportions(%):
19 50
12.5 41
Clay 1 &
40
2Gravel76
Silt
10 35
PERCENT PASSING
30
Sand22 Cobble 3
0
5 24
2 16
20
0.85 12
10
0.425 8
0.25 5 0
1912.59.5
4.7520.850.4250.250.150.075 37.525 1507550 300
0.15 3
PARTICLESIZE(mm)
0.075 2.5
Notes: 1 Theupperclaysizeof2um,pertheCanadianFoundationEngineeringManual
2 Thedescriptionisvisuallybased&subjecttoEBAdescriptionprotocols
3 Ifcobblesarepresent,samplingproceduremaynotmeetASTMC702&D75
Specification:
Remarks:
ReviewedBy: P.Eng.
Datapresentedhereonisforthesoleuseofthestipulatedclient.TetraTechEBAisnotresponsible,norcanbeheldliable,forusemadeofthis
reportbyanyotherparty,withorwithouttheknowledgeofTetraTechEBA.Thetestingservicesreportedhereinhavebeenperformedto
recognizedindustrystandards,unlessnoted.Nootherwarrantyismade.Thesedatadonotincludeorrepresentanyinterpretationoropinionof
specificationcomplianceormaterialsuitability.Shouldengineeringinterpretationberequired,TetraTechEBAwillprovideituponwrittenrequest.