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PROJECT 03-1118-ooe RECORD OF BOREHOLE: 03-01 SHEET i OF i
LOCATION: 5334209.62 N . 513229 21 E BORING DATE: APRIL 3, 2003 DATUM Geodetic
l Illlll Hill Illlll llll III II III llll II Illlll Hill Hill Hill Hill Hill Hill Hill Hill HIM III l llll
Illlll III Illlll llll Hill II III II II Illlll Hill Hill III II Hill Hill Hill Hill Hill llll llll lllll Illlll Hill Illlll llll IIIHIIIIIIIIIIIIIII Hill Illllilllllll Hill Hill Hill fill Hill llll llll42A10SW2031 2.25803 GERMAN 010
PROJECT: 03-1118-008 RECORD OF BOREHOLE: 03-02 SHEET 2 OF 3LOCATION: 5384050 42 N . 513226 93 E BORING DATE: APRIL 4.5&15. 2003 DATUM: Geodetic
SAMPLER HAMMER. 64kg; DROP. 760mm
LU
DEPTH SCAL METRES
:
-
-
13
::
~ 14
.
- 16
- 17
— 18
— 19
— 20
— 21
— 22
- 23
24
8ORINGMETh
m
S
O
Cflo:EM AUGf
wscciq
1
SOIL PROFILE
DESCRIPTION
— CONTINUED FROM PREVIOUS PAGE —
Soft grey CLAYEY SILT, trace fine sand ,(GLACIO-FLUVIAL)
,
Loose, grey SILT, trace fine sand occasional day seam (GLACIO-FLUVIAL)
X/f ./'
Very dense, grey silty fine to me&um "V^ - SAND, some gravel and cobbles ff*lt,L) **
END OF BOREHOLE SNotes:1. Water level at 1.5m in open holeduring drilling.2. Piezo A 19mm I.D. PVC. stick-up0.73m. Piezo B 50mm I.D PVC, stick-up0.70m. X**"~^*X.3. Water lev^at I^JSsiaboveaflround *nPiezo A Aprif^S/Oa. ^v \ 4. Water JBwja6 from Piezo 6,,ApS| 25,03. f SL \ f
For detailso^Qrillhoferefer lgt)rilfrole Record 03-8A ^,^ ^,/ Jf"X, . "'~
7
i ELEVJ DEPTH - (m)
en
2598412.34
2584137
^
:" 25313
4 252 73•t, 19.45
SAMPLES
IUMBER
11
12
13
14
15
""S
*x16
UJ 0.
50DO
50 DO
50 DO
50 DO
50 DO
AS
LOWS/0 3m
m
WR
5
WR
,-
\
WR
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
DYNAMIC PENETRATION ^ RESISTANCE. BLOWS/0 3m ^
20 40 60 80 i i
SHEAR STRENGTH nat V + Q - * Cu kPa fern V ® U - O
10 20 30 40
ee
^x*****
V^/"\V*
t/"
^
^
x y.ir
X/
^N
J\
?
""X
S/
HYDRAULIC CONDUCTIVITY. T k. cm/s
10* 10 s 10"1 10 !
W
W
ATER CONTENT PERCE
PI ————— g* ———— lNT
Wl
20 40 60 60
si, f
o
/*
f f
\'"\
O
0
o
o
P"
\J?"
liPIEZOMETER
OR STANDPIPE
INSTALLATION
GROUT
SAND FILTER
LOTTEDGREEN
EZOB
-
-
-
l—
~-
--
]-
-
;
7
;
-
-
^--.-
.
-
'
-|
-
-
-
-
.^E8kDEPTH SCALE /•Hi/-' M*- LOGGED: ES
m ^^B|B^ \2f\JAQjCr1 '60 ^ A ccffc.ojcfc^'fto CHECKED' DGR
PROJECT: 03-1118-008
LOCATION:
INCLINATION: -90' AZIMUTH:
RECORD OF DRILLHOLE: 03-02DRILLING DATE: APRIL 4.5&15. 2003
Light to medium grey, thin bedded SILTSTONE/ARGILLITE. Occasional cleavage plane along bedding with servicite slippage, minor irregular quartz vein/trace pyrite
END OF DRILLHOLE
..t** f
of of
8|- 29 tX
SRJ& jfo
ol ol K! DEPTH SCALE
1 :50
LOGGED: ES
CHECKED: DGR
D311 18008 GPJ GLDR CAN.GOT 30/5/03 JFC
wI m
lCOto
PROJECT 03-1118-oos RECORD OF BOREHOLE: 03-03B SHEET i OF 1LOCATION: 5383994.73 N . 512721 .54 E BORING DATE: APRIL 16. 2003 DATUM: Geodetic
Loose, light brown SILT, some fine sand (GLACIO-FLUVIAL)
Stiff to firm very soft, with depth grey and ' light grey varved SILTY CLAY, trace fine sand (GLACIO-LACUSTRINE)
//
Soft, grey layered CLAYEY SILT, trace fine sand (GLACIO-FLUVIAL)
Compac/gr^SANDYSILT 1"! :
Very dense, fine to medium SAND, — some silt, trace gravel and cobbles t
UTILL) lEND OF BOREHOLE
Notes: 1. Water level in piezometer at 1.22m during drilling. 2. Piezometer 32mm I.D. pvc, stick-up 0.6m 3. Water level in piezometer at 1 .2m below ground surface April 23. 2003
5 ^ ELEVt DEPTH- (m) ft
27582-~ 000
~Z 275370.45
27460j 1.22
h, , ,jrf-*
266968W
26576
1013
SAMPLES
NUMBER
l
2
3
4
5
6
X"N,
7
6
9
ai-
50 DO
50 DO
50 DO
50 DO
50^ DO
50 DO
y
50 DO
50 DO
50 DO
BLOWS /03m
2
e
4
1
r
i
3
10
50
DYNAMIC PENETRATION S RESISTANCE BLOWS/0 3m ^
20 40 60 80
SHEAR STRENGTH nat V 4- Q - * Cu. kPa rem V ® U - O
10 20 30 40
e
e H
e
v ^X
e
e
e
"--^
^ *.
-i
^
/y
x/4,
\
7
HYDRAULIC CONDUCTIVITY, T k, cm/s
10* 10 s 10J 10'
VI
W
0
x/
o
ATER CONTENT PERCE
'0 40 60
/' f*"\.
•x"i,
l
o
\
0
>
0
o
NT
Wl
JO
1(O oli
PIEZOMETER OR
STANDPIPE INSTALLATION
BENTONITE SEAL 1
Piezo 1 21
(April 23. 2003)1
i iN
CLAY BACKFILL '
ENTONITE SEAL 1
AND FILTER K
LOTTED GREEN
^I'l-
.
-
DEPTH SCALE t^KDr* JJ LOGGED: ES
oLL
en9LO
QOZO
o:Q-j oQ.0
SCOIm wCO
PROJECT 03-1118-008 RECORD OF BOREHOLE: 03-04 SHEET 1 OF 2LOCATION: 5384378 89 N , 513254.13 E BORING DATE: APRIL 16, 2003 DATUM Geodetic
SAMPLER HAMMER. 64kg; DROP. 760mm
uu
wi0.5LU O
- 0-.-
.1
:
:2
- 3
- 4
- S
- 6
- 7
— 8
— 9
— 10
— 11
— 12
ost—LUSo
CD
sCJ
ciC
5H
!co—
1s
SOIL PROFILE
DESCRIPTION
GROUND SURFACE
Dark brown fibrous PEAT :z
Light brown silty fine SANDSoft to firm, light brown SILTY CLAY.trace fine sand occasional fine sand andsilt seams(GLACIO-FLLMAL)
Very soft to soft, grey SILTY CLAY, tracefine sand occasional sand and siltseams(GLACIO-LACUSTRINE)
,5; ""* S
f
/ t? '
,/ f\;N
/vl^'X/* ff "^ ^
X, Hx j lVery soft, gTtevlaylh^ CLAY.6Y SILT,trace fine sandx Vi\ , ' X (GLACIO-LACUS'nSiNEf' ,'
v-.,'*
Loose, grey SILT, trace to some finesand, with occasional clay seams(GLACIO-FLUVIAL)
CONTINUED NEXT PAGE
—
;^ ELEV
5 DEPTH - (m)n
272.22~ 000^Z 271 96
0304
; 27028' 1 98
\
\\^e***"
:?t''-*IR^
^
263.129.14
261.5910.67
PENETRATION TEST HAMMER, 64kg, DROP. 760mm
SAMPLES
o:UJ CD5
Z
2
3
4
5
G
——
7
*"V
•v.
B
9
to
UJ Q.
AS
50 DO
50DO
50 DO
SO DO
SOj DO
50 DO
"?
SO DO
50 DO
SODO
6
S
C 0
4
5
4
13
WH
/•*
Prf
\
WR
WH
WR
5
DYNAMIC PENETRATION ^\ RESISTANCE. BLOWS/0 3m ^
20 40 60 80
SHEAR STRENGTH nat V 4- O - i Cu, kPa rem V ffi U - O
PROJECT: 03-H18-008 RECORD OF BOREHOLE: 03-06 SHEET 2 OF 3LOCATION. 5384370. 36 N. 513193.99 E
SAMPLER HAMMER. 64kg: DROP, 760mm
UJ
5ftDEPTH S METR
- 12
-
'
.
— 14
- 15
- 16
- 17
- 18
- 19
— 20
— 21
— 22
— 23
— 24
8iH LUORING M
m
o
io
in a:u. C4
1W
5ccp
CDo
SOIL PROFILE
DESCRIPTION
— CONTINUED FROM PREVIOUS PAGE —
Very loose to loose. SILT, trace lo somefine sand, occasional clay seams(GLACIO-FLLMAL)
Loose to compact, grey SILT, trace finesand, some gravel, trace to some finesand and occasional clay seams below 17.83m(GLACIO-FLUVIAL)
;/'f
J ^""v^
//•""••x'N/' f* ^
*V "'X, 1 l"X "X. /' /""X '"" f
Loose, layered fine to medium SAND, trace gravel trace silt (TILL)
CONTINUED NEXT PAGE
— 3rf ELEV
5 DEPTH f (m)t/i
255121722
)H^
:' ^
''"'S
249462286
2485723 77
SAMPLES
NUMBEF
10
li
12
——
13
14
X
^
15
IE
17
UJ O.
50 DO
50 DO
50 DO
50 DO
50 DO
y
50 DO
50 DO
50 DO
Enows/o :
OJ
4
WH
4
\
16
5
16
7
BORING DATE: APRIL 1-2. 2003 DATUM: Geodetic
PENETRATION TEST HAMMER, 64kg: DROP. 760mm
DYNAMIC PENETRATION ^\ RESISTANCE BLOWS'0 3m i^
20 40 60 BO
SHEAR STRENGTH nal V + Q-* Cu. kPa rem V ffi U - O
10 20 30 40
*\
V
\
DEPTH SCALE fm
1 :60 ^j
v\l/
/tN
^
\/•^
4
?"X/
HYDRAULIC CONDUCTIVITY, T k, cnVs
10* 10 ! 10 4 10'
^
W
ATER CONTENT PERCE p l —————— O^ ———— l
NT
W!
20 40 60 60
V
c
f2
o
o
D
0
O
O
f
x>
O
Oto
MH
MH
MH
PIEZOMETER OR
STANDPIPE INSTALLATION
GROUT
ATIVE BACKFILL
-
~
' -
-
—
H|
mf Gc .j LOGGED: EStlderXASSOCiateS CHECKED: DGR
ou.—3
m
1t—QOZ
0E3o0.o
len owI mwCO
PROJECT 03-1118-008 RECORD OF BOREHOLE: 03-06 SHEET 3 OF 3LOCATION: 5384370.36 N , 513193.99 E BORING DATE: APRIL 1-2, 2003 DATUM: Geodetic
SAMPLER HAMMER, 64kg: DROP, 760mm
UJ
DEPTH SCf METRES
- 24-'
'
— 25
i\- 26
- 27
- 28
- 29
- 30
- 31
- 32
— 33
— 34
— 35
— 36
O 0xt-LU5 0z
m
n
io
OLUJC•c sw3ccQ
iES*~
SOIL PROFILE
DESCRIPTION
— CONTINUED FROM PREVIOUS PAGE —
Very dense, layered fine to medium iSAND, some gravel trace silt andcobbles (TILL)
',
;
i
; t' H1 '
i ,
• !
e
/' /' '
''"V. i -
"r, ••
'\
^^z,^END OF BORptfOLE ""N^
Notes: /* f N. \1 . Water^vejA 5.5m in operlfioli on completion of 3fi|Jipg. l '2. Moniloraljwell'^mm I.D.^vcistick-up 0.91nt-t -^ /' /' 3. Water level non*cordS*fn /piezometer due to acfcs^s dit|6jlties.
D
J ELEV
J DEPTH - (m)ft
!
5
\
'*
'
- '
|
11
1
|
1
|
1 l
v ,- -'"""-^
1
^^^
2399632.38
SAMPLES
NUMBER
,a
19
20
21
22•*n
X
23
UJ 0.
50 DO
50 DO
50 DO
SODO
50DO
7
50 DO
LOWS/0 3m
m
so/05
30/ 03
SO/ .1
^*
^'S
52/02
SO/02
501 025
PENETRATION TEST HAMMER. 64kg: DROP. 760mm
DYNAMIC PENETRATION ^ RESISTANCE. BLOWS/0 3m i
20 40 60 80 i i i
SHEAR STRENGTH nat V + Q - * Cu, kPa rem V ® U - O
PROJECT 03-1118-008 RECORD OF BOREHOLE: 03-08A SHEET i OF 3LOCATION: 5383948 80 N, 512945.32 E BORING DATE APRIL 11. 2003 DATUM: Geodetic
SAMPLER HAMMER. 64kg: DROP. 760mm
UJ
5S
aSsUJ D
'
~ 13
- H
— 16
- 17
- 18
— 19
— 20
— 21
— 22
23
24
8T. t—UJ
O-z. tr 0tn
in
ia
Wa:u.C
G(~
ccI c
l
SOIL PROFILE
DESCRIPTION f1
— CONTINUED FROM PREVIOUS PAGE —Very loose to very dense, grey silty fine i 1to medium SAND, some gravel and -cobbles (TILL). .
-,*1
'' i
i
4
' *
' 4
t
' f
'(
j
'
,
i .
END OF BOREHOLE /' , Notes: -C '•, 1 Piezometer A 19mm PVC. Piezometer v B 50mm pvc. lockable steel protective . casing at surface. 2. Water level in piezo A at 3.28m belowground surface on April 23. 2003.3. Water level in piezo B at 3.34m belowground surface on April 23, 2003
For details of DpHfioteTefeT^ Drillhole Record 03-8A^' ,x*""*,v N
^V **"*V ^ i
x^/
D
"- ELEV
l DEPTH - (m)o
Ji
.
;
i
L
i
1
i
i
i
i
r
, ^..K,
~"
SAMPLES
o:LJJmS D 2
10
11
12
-^
CL
50DO
50 DO
50 DO
f
E m
Oto
17
53
\
DYNAMIC PENETRATION ^ RESISTANCE, BLOWS/0 3m c^
20 40 60 80
SHEAR STRENGTH nat V. -(- Q-* Cu, kPa rem V ffi U - O
Light grey to medium grey. SILTSTONE/ARGILLITE laminated to thinly bedded. Moderate cleavage parallel to bedding (sericite along cleavage planes)
B.PL.SM BPLSM B.PL.SM
END OF DRILLHOLE
LOGGED: ES
CHECKED DGR
DEPTH SCALE
1:50Golder
Associates
LIST OF ABBREVIATIONS
The abbreviations commonly employed on Records of Boreholes, on figures and in the text of the report are as follows:
L SAMPLE TYPE
AS Auger sampleBS Block sampleCS Chunk sampleDO Drive openDS Denison type sampleFS Foil sampleRC Rock coreSC Soil coreST Slotted tubeTO Thin-walled, openTP Thin-walled, pistonWS Wash sample
H. PENETRATION RESISTANCE
Standard Penetration Resistance (SPT), N:The number of blows by a 63.5 kg. (140 Ib.) hammer dropped 760 mm (30 in.) required to drive a 50 mm (2 in.) drive open sampler for a distance of 300 mm (12 in.).
Dynamic Penetration Resistance; Nd:The number of blows by a 63.5 kg (140 Ib.) hammer dropped 760 nun (30 in.) to drive uncased a 50 mm (2 in.) diameter, 60" cone attached to "A" size drill rods for a distance of 300 mm (12 in.).
PH: Sampler advanced by hydraulic pressure PM: Sampler advanced by manual pressure WH: Sampler advanced by static weight of hammer WR: Sampler advanced by weight of sampler and
rod
Piezo-Cone Penetration Test (CPT):An electronic cone penetrometer with a 60" conical tip and a projected end area of 10 cm2 pushed through ground at a penetration rate of 2 cm/s. Measure ments of tip resistance (Qt), porewater pressure (PWP) and friction along a sleeve are recorded electronically at 25 mm penetration intervals.
m. SOIL DESCRIPTION
(a) Cohesionless Soils
Density Index N(Relative Density) Blows/300 mm
Very looseLooseCompactDenseVery dense
(b)Consistency
Very softSoftFirmStiffVery stiffHard
Cohesive Soils
kPaOtol212 to 2525 to 5050 to 100100 to 200over 200
or Blows/ft.Oto4
4 to 1010 to 3030 to 50over 50
Cu.Su
Esf0 to 250
250 to 500500 to 1,000
1,000 to 2,0002,000 to 4,000
over 4,000
IV. SOIL TESTS
w water content Wp plastic limit Wi liquid limit C consolidation (oedometer) test CHEM chemical analysis (refer to text) CID consolidated isotropically drained triaxial test 1 CIU consolidated isotropically undrained triaxial
test with porewater pressure measurement1 DR relative density (specific gravity, Gs) DS direct shear test M sieve analysis for particle size MH combined sieve and hydrometer (H) analysis MFC Modified Proctor compaction test SPC Standard Proctor compaction test OC organic content test SO4 concentration of water-soluble sulphates UC unconfined compression test UU unconsolidated undrained triaxial test V field vane test (LV-laboratory vane test) y unit weight
Note:l. Tests which are anisotropically consolidated prior to
shear are shown as CAD, CAU.
Golder Associates
LITHOLOGICAL AND GEOTECHNICAL ROCK DESCRIPTION TERMINOLOGY
WEATHERING STATE
Fresh: no visible sign of weathering.
Faintly weathered: weathering limited to the surface of major discontinuities.
Slightly weathered: penetrative weathering developed on open discontinuity surfaces but only slight weathering of rock material.
Moderately weathered: weathering extends throughout the rock mass but the rock material is not friable.
Highly weathered: weathering extends throughout rock mass and the rock material is partly friable.
Completely weathered: rock is wholly decomposed and in a friable condition but the rock texture and structure are preserved.
CORE CONDITION
Total Core Recovery
The percentage of solid drill core recovered regardless of quality or length, measured relative to the length of the total core run.
Solid Core Recovery (SCR)
The percentage of solid drill core, regardless of length, recovered at full diameter, measured relative to the length of the total core run.
Rock Quality Designation (RQD)
The percentage of solid drill core, greater than 100 mm length, recovered at full diameter, measured relative to the length of the total core run. RQD varies from 096 for completely broken core to 10096 for core in solid sticks.
BEDDING THICKNESS
Description
Very thickly bedded
Thickly bedded
Medium bedded
Thinly bedded Very thinly bedded
Laminated
Thinly laminated
Bedding Plane Spacing
> 2m0.6 m to 2m
0.2 m to 0.6 m
60 mm to 0.2 m
20 mm to 60 mm
6 mm to 20 mm< 6 mm
DISCONTINUITY DATA
Fracture Index
A count of the number of discontinuities (physical separations) in the rock core, including both naturally occurring fractures and mechanically induced breaks caused by drilling.
Dip with Respect to (W.R.T.) Core Axis
The angle of the discontinuity relative to the axis (length) of the core. In a vertical borehole a discontinuity with a 90" angle is horizontal.
CO
OC
**
qE o
JOINT OR FOLIATION SPACING
Description
Very wide
Wide
Moderately close
Close
Very close
GRAIN SIZE
Term
Very Coarse Grained
Coarse Grained
Medium Grained Fine Grained
Very Fine Grained
Spacing
Size*
> 60 mm
2-60 mm
60 microns - 2 mm
2-60 microns
< 2 microns
Description and Notes
An abbreviated description of the discontinuities, whether naturally occurring separations such as fractures, bedding planes and foliation planes or mechanically induced features caused by drilling such as ground or shattered core and mechanically separated bedding, or foliation surfaces. Additional information concerning the nature of fracture surfaces and infillings are also noted.
Note: * Grains >60 microns diameter are visible to the naked eye.
Abbreviations
B - Bedding
FO - Foliation/Schistosity
C L - Cleavage
SH - Shear Plane/Zone
VN - Vein
F - Fault
CO - ContactJ - .Joint
FR - Fracture
MF - Mechanical Fracture
II - Parallel To
\~[ - Perpendicular To
P - Polished
S - Slickensided
SM - Smooth
R - Ridged /Rough
ST - Stepped
PL - Planar
FL - Flexured UE - Uneven W - Wavy
C - Curved
Golder Associates
LIST OF SYMBOLS
Unless otherwise stated, the symbols employed in the report are as follows:
I. General
Tt 3.1416in x, natural logarithm of xlogio x or log x, logarithm of x to base l Og acceleration due to gravityt timeF factor of safetyV volumeW weight
II. STRESS AND STRAIN
y shear strainA change in, e.g. in stress: A aE linear strainev volumetric straint) coefficient of viscosityv Poisson's ratioo total stresso' effective stress (a' = o-u)CT' VO initial effective overburden stressGI, o2 , a5 principal stress (major, intermediate,
minor) aocl mean stress or octahedral stress
= (01+02+03)73 T shear stress u porewater pressure E modulus of deformation G shear modulus of deformation K bulk modulus of compressibility
III. SOIL PROPERTIES
(a) Index Properties
p(y) bulk density (bulk unit weight*)Pd(Yd) dry density (dry unit weight)Pw(Yw) density (unit weight) of waterPs(Ys) density (unit weight) of solid particlesY unit weight of submerged soil (y' = y- yw))DR relative density (specific gravity) of solid
particles (DR = ps/ pw) (formerly G s) e void ratio n porosity S degree of saturation
* Density symbol is p. Unit weight symbol is y where y = pg (i.e. mass density x acceleration due to gravity)
p ws
leema* emin ID
QC,CsCamvcvTvUcy'p
OCR
Tp , Tr
c'
cu ,su
pp'
qquS,
(a) Index Properties (continued)
water contentliquid limitplastic limitplasticity index = (w, - wp)shrinkage limitliquidity index sr (w- Wp)7I pconsistency index = (w, - w) /I pvoid ratio in loosest statevoid ratio in densest statedensity index ^ (emax - e) l (emax - emin )(formerly relative density)
(b) Hydraulic Propertieshydraulic head or potentialrate of flowvelocity of flowhydraulic gradienthydraulic conductivity (coefficient of permeability)seepage force per unit volume
(c) Consolidation (one-dimensional)
compression index (normally consolidated range)recompression index (over-consolidated range)swelling indexcoefficient of secondary consolidationcoefficient of volume changecoefficient of consolidationtime factor (vertical direction)degree of consolidationpre-consolidation pressureover-consolidation ratio = o'p7a' vo
(d) Shear Strength
peak and residual shear strength effective angle of internal friction angle of interface friction coefficient of friction = tan 8 effective cohesionundrained shear strength (iji = O analysis) mean total stress (ai + a3 )72 mean effective stress (c', 4- a'3)72 (o, + a3 )72 or (a', + a'^/2 compressive strength (a, + a3 ) sensitivity
Notes: l T = c' + a' tan tf2 Shear strength = (Compressive strength)72
Golder Associates
OKTMIO MINISTRY OF NORTHERN DEVELOPMENT AND MINES
Work Report Summary
Transaction No: W0360.00990 Status: APPROVED
Recording Date: 2003-JUN-10 Work Done from: 2003-APR-01
Approval Date: 2003-JUN-23 to: 2003-APR-30
Client(s):130666300210
999530
Survey Type(s):
Work Report Details:
Claim* Perform
G 6060042 326,920G 6060043 S1 0,990
P 1245302 SOP 1245323 SOP 1245324 SO
S37.910
External Credits:
Reserve:
KINROSS GOLD CORPORATION
PLACER DOME (CLA) LIMITED/PLACER DOME (CLA) LIMITEEUNITED TEX-SOL MINES INC.
We have approved your Assessment Work Submission with the above noted Transaction Number(s). The attached Work Report Summary indicates the results of the approval.
At the discretion of the Ministry, the assessment work performed on the mining lands noted in this work report may be subject to inspection and/or investigation at any time.
If you have any question regarding this correspondence, please contact STEVEN BENETEAU by email at [email protected] or by phone at (705) 670-5855.
Mining DivisionLand Tlttos/RegHtry DivisionMinistry of Natural Resource* District
PorcupineCOCHRANETIMMINS
TOPOGRAPHIC UndTtnur*
Cmiwton, Ul
Bemr, MI* w*
___ Contour
B MMiHlM
Mftny
MMMgNgMtOMy
[p]
FS* ft*( In Council (Not opm tor i
riM Only MWnt CUM*
LAND TENURE WITHDRAWALS
U34 l Aim WMrMM
Wm
IMPORTANT NOTICE
IMH 1:HIM
2.25803 PBORE
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