CLIENT: YTG Community Services
Proposed Waste Water Disposal Facility
PROJECT NO. - BOREHOLE NO.
DRILL:  CME75 Solid Stem Auger
Lagoon Site
704-ENVH2O03089-01 BH14-01
6874486N; 632640E; 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
696.0
moist, grey, trace to some cobbles, trace boulders.
1
695.0
2
694.0
3
693.0
4
SILT - some clay, trace sand, firm, moist to wet, grey.
692.0
5
G1
691.0
G2
6
G3
FROZEN
690.0
s V , 15%
 - ice lens approx. 5 cm thick
7
s V , 25%
G4
689.0
8
G5
 - ice lens approx. 5 cm thick
688.0
G6
9
END of BOREHOLE @ 9.0 m
687.0
10
686.0
11
685.0
12
LOGGED BY: CPC
COMPLETION DEPTH: 9m
REVIEWED BY: CPC
COMPLETE: 14/10/25
DRAWING NO:
Page 1 of 1
WHITEHORSE ZONE8.GPJ EBA.GDT 15/03/13





PARTICLESIZEANALYSISREPORT
ASTMD422,C136&C117
RossRiverWWDFGeotech.Assess. Project:SampleNo.: G1
ENVH2O03089-01 ProjectNo.:MaterialType:
LagoonSite Site:SampleLoc.: BH14-01
YTG-CommunityInfrastructureBranch Client:SampleDepth: 4.9-5.0
JackBowers ClientRep.:SamplingMethod: Grab
December4,2014 AMT DateTested:By:Datesampled: November27,2014
SILT-someclay,tracesand SoilDescription 2 : SampledBy: CPC
USCClassification:Cu: #N/A
MoistureContent:Cc: #N/A28.9%
Particle
Sand Gravel
Percent
Size
Clay Silt
Passing
Fine Medium Coarse Fine Coarse
(mm)
75
400 3"2"1.5"1"3/4"1/2"3/8"48101620304060100200
100
50
38
90
25
19
80
12.5
10 70
5 100
60
2 99
0.85 98
50
0.425 98
0.25 97
40
0.15 97
PERCENT PASSING
30
0.075 97.0
0.0280 91.2
SoilDescriptionProportions(%):
20
0.0184 82.3
Clay 1
17Sand3
0.0113 67.6
10
Silt80Gravel0
0.0083 57.8
0.0060 48.0 0
755037.5251912.59.54.7520.850.4250.250.150.0750.0370.00050.001
0.0020.0050.01
0.0031 26.5
PARTICLESIZE(mm)
0.0013 10.8
Notes: 1 Theupperclaysizeof2um,pertheCanadianFoundationEngineeringManual
2 Thedescriptionisvisuallybased&subjecttoEBAdescriptionprotocols
Specification:
Remarks:
ReviewedBy: P.Eng.
Datapresentedhereonisforthesoleuseofthestipulatedclient.TetraTechEBAisnotresponsible,norcanbeheldliable,forusemadeofthis
reportbyanyotherparty,withorwithouttheknowledgeofTetraTechEBA.Thetestingservicesreportedhereinhavebeenperformedtorecognized
industrystandards,unlessnoted.Nootherwarrantyismade.Thesedatadonotincludeorrepresentanyinterpretationoropinionofspecification
complianceormaterialsuitability.Shouldengineeringinterpretationberequired,TetraTechEBAwillprovideituponwrittenrequest.