CLIENT: YTG Community Services
Proposed Waste Water Disposal Facility
PROJECT NO. - TESTPIT NO.
EXCAVATOR:  Linkbelt 210C
Access Road
704-ENVH2O03089-01 TP14-07
6874476N; 633015E; Zone 8
Ross River, YT
ELEVATION: 696.7 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 sand, firm, moist, brown.
UNFROZEN
SAND - trace silt, compact, medium to coarse grained, moist, grey.
696.0
G1
1
GRAVEL - sandy, trace silt, compact subrounded particles, well graded, damp to
moist, grey, trace to some cobbles, trace boulders.
695.0
2
FROZEN
G2
END of TESTPIT @ 2.1 m.
s V , 20%
694.0
3
693.0
4
692.0
5
LOGGED BY: CPC
COMPLETION DEPTH: 2.1m
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.: RossRiverWWTPGeotech.Assess.G1
ENVH2O03089-01 ProjectNo.:MaterialType:
AccessRoad Site:SampleLoc.: TP14-07
YTG-CommunityInfrastructureBranch Client:SampleDepth: 0.6-0.8m
JackBowers ClientRep.:SamplingMethod: Grab
DateTested:By:Datesampled: December4,2014AMTNovember27,2014
SoilDescription 2 : SampledBy: SAND-tracesiltCPC
USCClassification:Cu: 2.2
MoistureContent:Cc: 3.1%1.1
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
50 70
38
60
25
50
19
12.5
40
10
PERCENT PASSING
30
SoilDescriptionProportions(%):
5
2 100
Clay 1 &
20
1Gravel0
Silt
0.85 95
10
Sand99 Cobble 3
0
0.425 27
0.25 6 0
1912.59.5
4.7520.850.4250.250.150.075 37.525 1507550 300
0.15 4
PARTICLESIZE(mm)
0.075 1.4
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.