BMC Minerals (No. 1)
Project: KZK Hydrogeological Assessment Borehole No: WW15-01 Project No: ENVMIN03071-01
Ltd.
Location: Kudz Ze Kayah
Yukon UTM: 414895 E; 6815770 N; Z 9
WW15-01
Soil Notes and
(ft)
(m)
Depth
Depth
Description Comments
0.64 m
0  0
SAND AND GRAVEL (FILL) - trace silt, occasional cobbles and boulders, poorly graded, dry, light brown, subangular
to subrounded gravel
2
1
4
6
2
Neat Portland
Grount
8
Surface Seal
3
10
12
GRAVEL - some sand, trace fine sand and silt, poorly graded, moist, dark brown, medium to coarse sand,
4
subangular to subrounded gravel
4.30 m 14
16
5
SAND AND GRAVEL - some silt, well graded, damp, light brown to grey, fine to coarse sand
Oct4/15
Oct4/15
18
6
20
22
7
24
205mm ID
26
Water Well
8
Tricone Method
casing
(-0.64-11.6m)
28
9
30
32
10
34
36
11
   - very wet, grey brown, black and white. medium to coarse sand, angular gravel 11.20 m
K-Packer ID
38
176mm
11.30 m
12
0 slot riser ID
40
SAND - trace silt and fine sand, trace gravel, uniformly graded, very wet, grey brown black and white, medium to 176mm
12.00 m
coarse sand
42
13
SAND AND GRAVEL - trace silt and fine sand, well graded, very wet, white brown and grey, angular to subangular
gravel 44
Veriperm
continuous
14 46
slot wire
round screen,
80 slot, ID
48
176mm
15
(12.00 to
50
15.20m)
END OF BOREHOLE   (15.23 metres) - contact with top of bedrock
15.23 m
   water - 4.60 metres on October 4, 2015
52
16
   Well installed to 15.23 metres
54
17
56
58
18
60
62
19
64
20
Contractor: Midnight Sun Drilling Completion Depth: 15.23 m
Drilling Rig Type: Air Rotary Start Date: 2015 August 1
Logged By: AJS Completion Date: 2015 August 2
Reviewed By: SK Page 1 of 1
ENV-DETAILED WELL ENVMIN03071-01.GPJ EBA.GDT 16/6/22





PARTICLESIZEANALYSISREPORT
ASTMD422,C136&C117
KudzZeKyah Project: SampleNo.: 1
ENVMIN03071 ProjectNo.: MaterialType: Sand
KudzZeKyah Site: SampleLoc.: WW15-01
BMC Client: SampleDepth: 12.2m(40ft)bg
ClientRep.: SamplingMethod: Drilledwithairrotary,fromcyclone
DateTested: By: Datesampled: August1,2015 AJS August1,2015
SAND(medtocoarse),tracesilt,finesand,gravel SoilDescription 2 : SampledBy: AdamSeeley
USCClassification: Cu: 13.8
MoistureContent: Cc: -100.0% 2.3
Particle
Sand Gravel
Percent
Size
Cobble
Passing
Fine Medium Coarse Fine Coarse
(mm)
300
4" 100 60 40 30 20 16 10 8 4 3/8" 1/2" 3/4" 1" 1.5" 2" 3" 200 6"8" 12"
100
200
150
90
100
80
75
50 70
38
60
25
50
19 100
12.5 98
40
10 95
PERCENT PASSING   
30
5 90
SoilDescriptionProportions(%):
2 66
20
Clay 1 &
0.85 33
6 Gravel 10
10
Silt
0.425 21
Sand84 Cobble 3
0
0.25 16
0 0.075 0.15 0.25 0.425 0.85 2 4.75 25 37.5 50 75 150 300
9.5 12.5 19
0.15 11
PARTICLESIZE(mm)
0.075 6
Notes: 1 Theupperclaysizeof2um,pertheCanadianFoundationEngineeringManual
2 Thedescriptionisvisuallybased&subjecttoEBAdescriptionprotocols
3 Ifcobblesarepresent,samplingproceduremaynotmeetASTMC702&D75
Specification:
Remarks:
ReviewedBy: SK
Datapresentedhereonisforthesoleuseofthestipulatedclient.EBAEngineeringConsultantsLtd.operatingasEBAATetraTechCompanyisnot
responsible,norcanbeheldliable,forusemadeofthisreportbyanyotherparty,withorwithouttheknowledgeofEBA.Thetestingservicesreported
hereinhavebeenperformedtorecognizedindustrystandards,unlessnoted.Nootherwarrantyismade.Thesedatadonotincludeorrepresentany
interpretationoropinionofspecificationcomplianceormaterialsuitability.Shouldengineeringinterpretationberequired,EBAwillprovideituponwritten
request.





PARTICLESIZEANALYSISREPORT
ASTMD422,C136&C117
KudzZeKyah Project: SampleNo.: 2
ENVMIN07071 ProjectNo.: MaterialType:
KudzZeKyah Site: SampleLoc.: WW15-01
BMC Client: SampleDepth: 14m(46ft)bg
ClientRep.: SamplingMethod: Drilledwithairrotary,fromcyclone
DateTested: By: Datesampled: August1,2015 AJS August1,2015
SoilDescription 2 : SampledBy: SAND(medtocoarse)andGRAVEL,tracesiltandfinesand AdamSeeley
USCClassification: Cu: 28.5
MoistureContent: Cc: -100.0% 3.6
Particle
Sand Gravel
Percent
Size
Cobble
Passing
Fine Medium Coarse Fine Coarse
(mm)
300
4" 100 60 40 30 20 16 10 8 4 3/8" 1/2" 3/4" 1" 1.5" 2" 3" 200 6"8" 12"
100
200
150
90
100
80
75
50 70
38
60
25
50
19 100
12.5 87
40
10 78
PERCENT PASSING   
30
5 61
SoilDescriptionProportions(%):
2 33
20
Clay 1 &
0.85 20
6 Gravel 39
10
Silt
0.425 14
Sand55 Cobble 3
0
0.25 12
0 0.075 0.15 0.25 0.425 0.85 2 4.75 25 37.5 50 75 150 300
9.5 12.5 19
0.15 9
PARTICLESIZE(mm)
0.075 6
Notes: 1 Theupperclaysizeof2um,pertheCanadianFoundationEngineeringManual
2 Thedescriptionisvisuallybased&subjecttoEBAdescriptionprotocols
3 Ifcobblesarepresent,samplingproceduremaynotmeetASTMC702&D75
Specification:
Remarks:
ReviewedBy: SK
Datapresentedhereonisforthesoleuseofthestipulatedclient.EBAEngineeringConsultantsLtd.operatingasEBAATetraTechCompanyisnot
responsible,norcanbeheldliable,forusemadeofthisreportbyanyotherparty,withorwithouttheknowledgeofEBA.Thetestingservicesreported
hereinhavebeenperformedtorecognizedindustrystandards,unlessnoted.Nootherwarrantyismade.Thesedatadonotincludeorrepresentany
interpretationoropinionofspecificationcomplianceormaterialsuitability.Shouldengineeringinterpretationberequired,EBAwillprovideituponwritten
request.





FILE:ENVMIN03071|JULY2016|ISSUEDFORUSE
Site: KudzZeKyah
JobNo.: ENVMIN03071
WellID: WW15-01
Date: August1&2,2015
DevelopmentMethod: Jettingandairlifting
DevelopmentRecord
EstimatedPurge TotalVolume Turbidity
TimeSpent RateDuring PurgedDuring TotalVolume (estimated
Developing Development Development PurgedDuring tablespoonssand
Date Time (min) (USGPM) (gal) Development(L) in5galpail) Notes
16:45 0 250 0 0 - commencedevelopment
16:47 2 250 500 1893 7-8
16:55 10 250 2500 9464 1
17:03 18 250 4500 17034 6 moveddownscreen
halteddevelopmentduetowaterblowingoutaround
casing.WeldedthreeHQdrillrodstothecasingto
1Aug,2015
17:10 25 250 6250 23659 - releivepressure
17:40 25 250 6250 23659 - re-commenceddevelopment
17:45 30 250 7500 28391 2
17:58 43 250 10750 40693 1.5
18:20 65 250 16250 61513 2
18:30 75 250 18750 70976 - halteddevelopment,endofday
8:27 75 250 18750 70976 - re-commenceddevelopment
8:30 78 250 19500 73815 2
8:45 93 250 23250 88011 0.3 uphighinscreen
9:20 128 250 32000 121133 0.5
2Aug,2015
9:35 143 250 35750 135328 0.3
9:55 163 250 40750 154255 0.2
Halteddevelopment-sumpwasalmostfullandin
9:57 165 250 41250 156148 - dangerofoverflowing.
Notes:Didnotsurgeduringdevelopmentasdrillerworriedaboutpressureblowingwatertosurfaceoutsideofthecasing.
1
ENVMIN03071_Large_Diameter_Well_Development.xlsx





BMC Minerals (No. 1)
Project: KZK Hydrogeological Assessment Borehole No: WW15-02 Project No: ENVMIN03071-01
Ltd.
Location: Kudz Ze Kayah
Yukon UTM: 414843 E; 6815770 N; Z 9
Soil Notes and
(ft)
(m)
Depth
Depth
Description Comments
Top of steel
casing 0.84
m
0 Oct3/15  0
Top of PVC
SAND AND SILT - some gravel, completely weathered schist, poorly graded, dry, loose, brown
0.76 m
2
Oct3/15
1
4
Bentonite
grout surface
seal
6
2 205 m ID
steel casing
8
(-0.94-3.4m)
2.60 m
SCHIST - highly weathered, dry, weak, light brown, iron staining in fractures
3
10
   - light brown to grey
   - soft, light brown
12
4
14
   - some quartz, slightly weathered, light grey
16
5
18
6
20
22
7
24
26
8
28
9
30
32
10
34
36
11
Solid casing,
38
schedule 40
DHH Tricone Method
PVC 152mm
12
OD, 133mm
40
ID
42
13
   - water observed flowing into borehole (@~0.3 L/s) following removal of drill rods
44
14 46
48
15
50
52
16
54
17
56
58
18
60
62
19
64
20
Contractor: Midnight Sun Drilling Completion Depth: 38.1 m
Drilling Rig Type: Air Rotary Start Date: 2015 July 30
Logged By: AJS Completion Date: 2015 July 30
Reviewed By: SK Page 1 of 2
ENV-DETAILED WELL ENVMIN03071-01.GPJ EBA.GDT 16/6/22