AND VLF-EM SURVEY, · The VLF-EM data was measured using an EDA Omni Plus VLF Receiver. The data l...
36
l l l l l l l 42A02NE995e 2.15092 ROBERTSON 010 2. 15092 REPORT ON GROUND MAGNETOMETER AND VLF-EM SURVEY, ROBERTSON TOWNSHIP PROJECT l l l l m l l l l on behalf of '' FALCONBRIDGE LIMITED Survey by: TechTerrex Inc. Oakville, Ontario October, 1992 Report by: Paterson, Grant S t Watson Limited Toronto, Ontario December, 1992
Transcript of AND VLF-EM SURVEY, · The VLF-EM data was measured using an EDA Omni Plus VLF Receiver. The data l...
l l l l l l l
42A02NE995e 2.15092 ROBERTSON 010
2. 15092
REPORT ON GROUND MAGNETOMETER AND VLF-EM SURVEY,
ROBERTSON TOWNSHIP PROJECT
l
l
l
l
m
l
l
l
l
on behalf of ''
FALCONBRIDGE LIMITED
Survey by: TechTerrex Inc.
Oakville, Ontario
October, 1992
Report by: Paterson, Grant St Watson Limited
Toronto, Ontario
December, 1992
l l l l l l l l l l l l l l l l l l l
TABLE OF CONTENTS
2. GEOLOGY 42Ae2NE99Se l !,!.l!'55J
l
-™
. INTRODUCTION
In October, 1992, a ground magnetometer and VLF-EM survey was conducted in
l Robertson Township, Ontario for Falconbridge Ltd.
Claimholder: Falconbridge Ltd.
P.O. Box 1140
571 Moneta Ave.
l Timmins, Ontario
P5N7H9
lAs shown in Figure l, the Robertson Township Project area (also known as the
B Whitefish Property) is located in the Larder Lake Mining Division, roughly 20 km
m north of Matachewan. The property may be accessed north from Highway 66 to the
Matachewan Indian Reserve, then along a forest access road. The location of the
l east and west geophysical grids, relative to the local topography, are given in Maps
RTP-10 and RTP-12.
lH Table l provides a list of claims upon which the geophysical surveys were performed.
The claim map in Figure 2 shows all of the claims within the property. Some claims
l to the north were not covered by the geophysical survey.
l 2. GEOLOGY
" Figure 3 shows the mapped or interpreted geology for the property and its
B immediate surroundings. The country rock in the area is composed of calc-alkalic
intermediate metavolcanic flows, intruded by granitoid batholiths, all of Precambrian
l age.
l
l l l l l l l l l l l l l l l l l l l - X
l l l l l l l l l l l l l l l l l l l
IABLE1 ROBERTSON TOWNSHIP PROJECT CLAIM NUMBERS
983163983164983165983166983167983168983169983170
1014348
10736681073669107367010737171073721
1111061
1111803111180411118051111806111180711118081111809111181011118131111814111181511118161111817111181811118191111820111182111118221111823
1111824111182511118271111828111183811118391111840111184111118421111843111184411118451111862111186311118641111865111186611118671111868111186911118791111880111188111118821111883111188411118851111886
11459011145902
115291511529161152917115291811529191152920
1152921115292211529591152960
116833311683761168377
1168405
1171742117174311717441171745117174611717471171750
117192311719241171925117192611719271171928117192911719301171931117193211719331171934117193611719831171984
//S&tl
//(SJJt
//(6S4J
//C i! J 73
//ttmJ
/MJJJ
//7/JJf
//wes
/M/
Sff/ttf
W/gtt
WM6 M/ttt
////MJ
W/J/S
////JS
w/sss
////s/f
///.v/s
///Mf
v.^J
M.
//7/SJ6
//JSS/7
//7//JS
MJ6M
/////y.
W?
JXJ/&7
JgJ/tf
JSJ/tf JJM-J
//7/7-fJ . //7/
MM
//7/SSS
MS40S
S //7/SJS
f/./7/A-f
rw . 1 ' f f A/?/
Granttolcb Moflc-lntermedkito Tuff Tholeiitic Mono Flows CakxUkoNc mtarmedkate Flows Moflc-Ultramaflc Intrusions
Falconbridge LimitedO.R.E.
Robertson Township Property PN8231 1:50.000 l FIG.
ll An east-west striking band of tholeiitic mafic flows traverse the center of the
m property. This band, in turn, is intruded by east-west striking mafic-ultramafic rocks.
A narrow band (700 m along strike) of mafic-intermediate tuff (Opap Lake Zone) is
l located at the southern boundary of the tholeiitic and calc-alkalic flows. North to
northwest striking faults show sinistral movement of 750 m to 1950 m. Copper
l showings have been located in the mafic-ultramafic band southeast of Whitefish
j Lake.
M 3. GEOPHYSICS
l 3.1 Airborne Geophysics
B In June, 1991, Geoterrex Ltd. flew a GEOTEM survey for Queenston Mining Inc.
j The rectangular block, measuring roughly 74 km x 63 km, covered the entire claim
group. North-south oriented flightlines were flown 150 m apart, with east-west
l tielines every 1000 m. The survey altitude was nominally 120 m. The results were
presented on four 1:15,000 scale maps as follows:
m 1) Total magnetic field contours;
2) Calculated magnetic vertical gradient contours;
l 3) Electromagnetic anomalies; and
4) Qualitative interpretation.
l l l
l l
l lm The magnetic maps show strong east-west linear anomalies over the mafic-ultramafic
intrusions and the surrounding tholeiitic mafic flows. The remaining rocks are much
l less magnetic. North to north-northwest-striking faults are quite prominent, some of
which appear to bound dikes.
H Seven GEOTEM conductors were interpreted. One of these, in the vicinity of the
Opap Lake Zone, shows anomalies of up to eight channels. The remaining
l conductors have no more than two-channel anomalies.
l 3.2 Ground Geophysics
l A ground magnetic and VLF-EM survey was carried out over the project area by
m Techterrex Inc., between September 30,1992 and October 15,1992. The personnel
working on the survey were:
lMichael Wilson
l 199 Sheraton Court
M Oakville, Ontario
" L6L5N3
lHugh Ainsworth
l R.R. # 5
Lindsay, Ontario
l K9V 4R5
l
l
l
l l
l l
Harry Claridge
R.R. # 2
l Bracebridge, Ontario
P1L1W9
l. The data were measured at a station interval of 20 m along north-south lines,
nominally spaced 100 m apart, and east-west tielines spaced 500 m apart. The area
l was broken into an east and west grid. The true locations of the lines were surveyed
accurately and are reflected in the base and geophysical maps. No survey work was
l carried out over the rivers or lakes. A total of 157 line-kilometers were surveyed.
The magnetic survey was carried out using an EDA OMNI Plus Field Magnetometer.
A base station was located at 4855 mE, 2990 mN, with an EDA Omni IV Base
Magnetometer sampling the magnetic field at 15 second intervals. This data was
l used to correct the field data for diurnal. The magnetic data are presented on Maps
RTP-01 and RTP-05 as postings and profiles, and on Maps RTP-02 and RTP-06 as
l total field contours.
The VLF-EM data was measured using an EDA Omni Plus VLF Receiver. The data
l acquired on the north-south survey lines were taken facing north, using the 24.0 kHz
Cutler, Maine transmitter station. The data acquired on the east-west tie lines were
l taken facing east, using the 21.4 kHz Annapolis, Maryland transmitter station. The
measured in-phase and quadrature are presented as postings and profiles on Maps
" RTP-03 and RTP-07. A Fraser filter was applied to the inphase data to transform
B the cross-overs over potential conductors into positive anomalies. These are
presented in contour form on Maps RTP-04 and RTP-08.
l l
.
l
-5
4. INTERPRETATION
l l
A qualitative interpretataion of the ground magnetic data has been prepared,
l outlining five district units, as follows:
Unit 1: broad magnetic high, correlates with granitoids (extreme southwest corner of
area only).
H Unit 2: outlines all areas of magnetic lows, from broad, low amplitude to narrow,
high amplitude, striking mainly east-west. It maps the "country rock" in the
I area, felsic to intermediate metavolcanic rocks. The more felsic portions of
this unit are concentrated north of 2300N in the west grid.
Unit 3: outlines the weaker magnetic highs following mainly east-west striking bands
l metavolcanic flows.
of 50 m to 150 m width. This unit indicates intermediate to mafic
l Unit 4: outlines the strongest, positive magnetic anomalies, over fairly continuous,
g east-west striking bands of 100 m to 200 m width. This unit correlates with
mafic to ultramafic intrusions or metavolcanic flows.
lUnit 5: delineates north-south striking diabase dikes, located mainly in the east half
g of the east grid.
Two main families of faults have been interpreted in the area. One set strikes
B northwest to north-northwest. The second set strikes north to northeast. The major
north-striking faults in the area were not mapped by the ground geophysics per se as
l they underlie lakes.
l^ -6-
l VLF conductors were mapped, mainly by joining positive peaks in the Fraser filter
m data. Many of these conductors show truncations or offsets near faults interpreted
from the magnetics, suggesting that they are derived from a bedrock rather than
l overburden source. Most of these conductors follow an east-west strike, parallel to
the geology. In the northwest part of the west grid, the conductors follow a northwest
l strike, parallel to the major faulting in that area. They may delineate conductive
material in the faults themselves.
U Most of these conductors fall within or adjacent to magnetic unit 4, and to a lesser
extent, unit 3. Thus, it would appear that the mafic to ultramafic rocks do host some
l fairly conductive material. The Opap Lake Zone, although not entirely defined due
to the lake problem, is intersected by a conductor that carries along strike to the east
l for 2200 m, along the northern boundary of magnetic unit 3.
* 5. CONCLUSIONS AND RECOMMENDATIONS
l
g
The ground geophysical survey has further delineated the mafic and ultramafic rocks
in the property area, many of which are associated with VLF conductors. Prior to
undertaking any drilling programme, the following is recommended:
l 1) undertake a horizontal loop electromagnetic and/or inducted polarization
survey in the most prospective areas (magnetic units 3 and 4, with associated
g conductors), depending on the exploration model (i.e. massive and/or
disseminated sulphides);
B 2) fill in the holes in the magnetic data over these prospective areas when the
B lakes are frozen over, and prepare a colour image of the calculated vertical
gradient to further refine the magnetic interpretation; and
l 3) conduct geochemical sampling and geophysical modelling to rank geophysical
targets located through the above work.
l l l l l l l l l l l l l l l l l l l
7-
Respectfully submitted,
PATERSON, LIMITED
Stephen W. Reford,
Senior Geophysicist
ll ^ STATEMENT OF QUALIFICATIONS
The author of this report is Mr. Stephen Reford, who resides at 40 Thorne Crescent,
M Toronto, Ontario, M6H 2S5. Mr. Reford graduated from the University of Toronto
in 1981, with a Bachelor of Applied Science in the Geophysics Option of Engineering
J Science. Since that time, he has been employed by Paterson, Grant & Watson
Limited, a geophysical consulting company established in 1973. Mr. Reford is now a
senior geophysicist and partner in the company. He is a Professional Engineer,
H licensed by the Association of Professional Engineers of Ontario (#38458063).
l
l
l
l l l l l l l ll
42A02NE9958 2.15092 ROBERTSON
ntario 300
Ministry of Ministere duNorthern Development DSveloppement du Nordand Mines et des Mines
September 22, 1993
Geoscience Approvals Section 933 Ramsey Lake Road 6th Floor Sudbury, Ontario P3E 6B5
Telephone: Fax:
(705) 670-5853 (705) 670-5863
Our File: 2.15092 Transaction #: W9380.00120
Mining Recorder Ministry Of Northern Development and Mines 4 Government Road East Kirkland Lake, Ontario P2N 1A2
Dear Sir/Madam:
Subjects APPROVAL OF ASSESSMENT WORK CREDITS ON MINING CLAIMS L983163 ET AL IN ROBERTSON TOWNSHIP
The assessment work credits for Geophysics, Section 14 of the Mining Act Regulations, have been approved as outlined on the original submission.
The approval date is September 2, 1993.
If you have any questions regarding this correspondence, please contact Lucille Jerome at (705) 670-5855.
Yours sincerely, s?
Ron C. GashinskiSenior Manager, Mining Lands Section Mining and Land Management Branch
V Mines and Minerals Division
J* LJ/dm
cc: Resident GeologistKirkland Lake, Ontario
Assessment Files Library Toronto, Ontario
Ontar^
——— Report of Work Conducted Mines (Vg0sc*C*C*fter Recording ClaimM""ngAct
Transaction Number
Personal information collected onlhlTToTm is obtained under the authority of the Mining Act. This Information will be used for correspondence. Questions about this collection should be directed to the Provincial Manager, Mining Lands, Ministry of Northern Development and Mines, Fourth Floor, 159 Cedar Street Sudbury, Ontario, P3E 6A5. telephone (705) 670-7264.
2- 15092Instructions: - Please type or print and submit in duplicate. ^- Refer to the Mining Act and Regulations for requirements of filing assessment work or consult the Mining
Recorder.- A separate copy of this form must be completed for each Work Group.- Technical reports and maps must accompany this form in duplicate.- A sketch, showing the claims the work Is assigned to, must accompany this form.
Recorded Holders) Falconbridge Limited
Address ijSuite 1200, 95 Wellington St. W. Toronto, ON M5J 2V4
Mining DivisionLarder Lak'e
Dates , Work From: . * i nn o Performed Aug. 1992
Township/AreaRobertson
Client No.130679
Telephone No. (416) 956-5700
M or d Plan No. M-310
To: Decfl992
Work Performed {Check One Work Group Only)Work Group
Geotechnical Survey
Type
Ground MAG, VLF - Grid CuttingPhysical Work, Including Drilling
Rehabilitation
Other Authorized Work
Assays
Assignment from Reserve
Total Assessment Work Claimed on the Attached Statement of Costs 4^.101-^0 49. l O J
Note: The Minister may reject for assessment work credit all or part of the assessment work submitted if the recorded holder cannot verify expenditures claimed in the statement of costs within 30 days of a request for verification.
Persons and Survey Company Who Performed the Work (Qive Name and Address of Author of Report)Name
TechTerrex Inc.
Patterson, Grand S Watson Limited
Address
199 Sheraton Crt
Stephen Reford,204 Richmond St
., Oakville, ON L6L~5N3
c/o P. G. W. Limited (Repert Author). W. Toronto, ON M5V 1V6
(attach a schedule H necessary)
Certification of Beneficial Interest * See Note No. 1 on reverse sidel certify that at the time the work was performed, the claims covered In this work report were recorded In the current holder's name or held under a beneficial interest by the current recorded holder.^^___^__^^^^_^________^_
Date
11/06/93
Record*! Holder or Agent (Signafun
Certification of Work Reportl certify that l have a personal knowledge of the facts set forth in this Work report, having performed the work or witnessed same during and/or after Its completion and annexed report Is true.—————^^————^-—^-———-———————————-—^————
Name and Address of Person CertifyingDamien Duff, c/o Falconbridge Limited, P.O. Box 1140, 571 Moneta Ave, Timmins, ON P4N 7H9Telepone No. Date
11/06/93(705) 267-1188
Work Report Numb0r for Applying Reserve
—————————— ̂
—————————— 05-
IO*H
*
CO**x
—
...*
Claim Number (see Note 2)
L983163 "
L 9831 64 "
L983165 "
L983166 ^
L983167 '
L983168 "
L983169 '
L983170 "
L1014348 "
L1073668 '
L1073669 *
L1073670 '
L1073717 "
11073^21
14
Number of
Claim Units
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Value of Assessment Work Done
on this Claim
741
484 -
643
629
548
441
467
619
634
610
484
448
513
472
7,733 ^
Value Applied to this Claim
400
400
400
400
400
400
400
400
400
400
400
400
400
400
5,60002*1 (ttV91) '
Total Number of Claims Total Value Work
Done Total Value Work Applied
Value Assigned
from this Claim
341
243
229
219
234
210
1,476
Reserve: Work to be Claimed at
a Future Date
84
148
41
67
84
48
113
72
657Total Assigned Total Reserve From
Js"Su'•ocCDM COCD0.
COcgo!CD•o
JCo3too -.s?8sST OSIi? CD Of
IBn(D^-,
C Xrf*
c-Jf
I! it00.
0 gJO 0
CD Q
CO CD
CD CD*- N
licHJ are claiming it ims you wish to
SL*w 0
of
vi-sCO
osatcx iS
wCO
IECOu
JC
f
ocCOCOJt o•O
3uCD
O
CD CO CO
lO
D-'
y
o "oc oQ. CD
CO
contained in thi
mECOu5k.CD O
763
Jf OSJO
SUCD J3O
CD CO CO'•6CD0*
e\i
ached appendix.
CO CD
O
S
mCO
1J3
3UCD
XJO
2 COCO
2oDm
^~ScCDECDttECD
JD
1CD
O
.OH. o'w
o. oCDU "5
O
O•oCD
I CO
o
I3
CO
CCDCDCD
C
ZS.gS
JC
S-o*
m.
CD
CDECD2enCO'o
E•DC5oCDE
sCD
CO CDO)COc
Q.o
wCO
•o
o uCD^c32COtoI2W ^JO psz j^CD COS"J3 CB
II fi2s~CD 0
b)cJ
2c*
JC
jV"o.E o o0)atCO CD Q.
TJ
S •oCD COCO
J?
O
Itt** COao•o
o•cwo.cV 0
MJC
f̂.
eiS'o
rfaVJ^c
2 ^Ha) O
SacO)aj
patented
(D
C
W O
— tj
.5 f u E•*^ o
* S-o f
fsffi 3?3? 0
T3 g 5 Ii*CD *-
5 "os ~fs0) — CJ ^_ O
Work Report Number for Applying Reserve ^——— e*—
——— 0*—o
. iOv^
o
4 O•"^
.'*
Claim Number (see Note 2)
L1111061 '
L1111803 "
L1111804 "
L1111805 "
L1111806 "
L1111807 "
L1111808 '
L1111809 s
L1111810 i/
11111813^P111814" L1111815"
L1111816 ^
L1111817 ^
L1111818 '
111118-19^
L1111820 ^
17
Number of
Claim Units
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
Value of Assessment Work Done
on this Claim
603
674
693
438
436
374
701
229
377
289
512 653
603
377
663
868
414
8,904 ^
Value Applied to this Claim
400
400
400
400
400
400
400
400
400
400
400 400
400
400
400
400
400
6,8000241 (0391)
Total Number of Claims Total Value Work
DoneTotal Value
Work Applied
Value Assigned
from this Claim
Reserve: Work to be Claimed at
a Future Date
203
274
293
38
36
-
301
-
-
-
112 253
203
-
263
468
14
2,458Total Assigned Total Reserve From
J9COO
.ECDCO(0"o.
ofcojcjfO)•o
JCU3CO
0 j.cog**— c8s
*C- J2
e*5^So0 0
(D— ̂~ \
c*f
I!** O
ssTO AoK-s2 *5o5 cw O J3S -^ (0
r je of Q-^'O 07
||i"2if^5 *0 o2 **(0 (O DE0-552 0
2 *^0?
l-1i 0"o trCO Oja o.o, 2c m
Ifto Jo
^ 5 * H
E 2fif eas 5w ^.™ 0- (O CD
JC JC U U CO CO J3 J3
3 3 O O
Q J3O O
CO CO
•2 S
S S6 oaa^-' rvi
xT3
CD0.
•oCDJCUSCO
JC
0"D CD
O
Q.COCO
O CO jO
3 UA J3O
2CO
s
s6or"
—i~
O
CDE
.CD Q. E
CD
iCD
0
CDQ.osf"d
Q."o
CD U'o
O
l
e not specified
coJC3
toJC
cCD
CDCD
JC**
ia.(0
S**
S—oCD
Z
CDECP2O)a
TsE3•oC2oCDE tncCDECD2S*c
a. omS"mc a
icorded tr
oc3CD•to
ffclal interest a
Ims.
* COgo^ o*5^SEtt-
If
..
dic ^
isc
g75o
JC
"JJ"o.
o oeo aata.•o"c5•oatC*CD f
O•o a*t:OJw o.
performed on
c a*O)
JOts a
JCJC
o^
cio
rS•J
;Q
53
a w
•OOC9
!at .cc
Ss
i!• S•v f
fif 5•0 ®
fi g 0
k. ^J0 *f TJ
s!.C -,t:-JC^ W1 sO) —
1- 1
*
H-*
^4
r- r—
i—
i H-"
t-* t
- '
i * i
'
i— i (
—103
-XO
en- (
Ti eo
ro
k
s
i-* t-
*
L1111845 x,
L1111844 s
L1111843 S
L1111842
^L
L1111841 s.
L1111840 v
L1111839
V
L1111838 ^
LI
11
1828 \
2 L1111827 V
t) L1111825 s
li L1111824 V
iO L1111823 \
9 L1111822 S
2 L1111821 v i— i
If 4 rf *3 Zz
•S f
C|J f
1—" o w ro Cft
en W CO o 0
en *-
*1-1*80
O'CD
OCD
1—" 0 o 0
w i— i
4k
0
O
I O o
co CO 4k O
0
en
o
en 0 o
en 0 en o o
ro
o o
o
en
o O
4k 0 en o
en
eo O O
en t— ' o o
o
en
en
ro , 0 o
en CO O
O
CO to , 0 o
en
ro IO o
o
|r S w
31 *
j | (t
eo CO ro CO
ro
eo t— n
o4k ro
4kO eo
4k CO 4k
ro
o
enro
O
enro O
oen
en
eoro H-" o
en
roeo
en
004k
UD
4k
t—"
ro
10
* tt 2 3
8
S? *
*
Cred
its y
ou a
re c
laim
ing
in th
is re
port
may
be
cut b
ack.
In or
der t
o m
inim
ize th
e ad
vers
e ef
fect
s of
suc
h de
letio
ns, p
lease
indi
cate
from
wh
ich c
laim
s yo
u wi
sh to
prio
rize
the
dele
tion
of c
redi
ts.
Plea
se m
ark
(s)
one
of th
e fo
llowi
ng:
k1.
O C
redi
ts a
re to
be
cut b
ack
star
ting
with
the
claim
list
ed la
st, w
orkin
g ba
ckwa
rds.
2. D
Cre
dits
are
to b
e cu
t bac
k eq
ually
ove
r all
claim
s co
ntai
ned
in th
is re
port
of w
ork.
3. D
Cre
dits
are
to b
e cu
t bac
k as
prio
rized
on
the
atta
ched
app
endix
.n
the
even
t tha
t you
hav
e no
t spe
cifie
d yo
ur c
hoice
of p
riorit
y, o
ptio
n on
e wi
ll be
imple
men
ted.
te 1:
Exam
ples
of b
enef
icia
l Int
eres
t are
unr
ecor
ded
trans
fers
, opt
ion
agre
emen
ts, m
emor
andu
m o
f agr
eem
ents
, etc
., w
ith re
spec
t to
the
min
ing
claim
s.
e 2:
If
wor
k ha
s be
en p
erfo
rmed
on
pate
nted
or
leas
ed la
nd,
plea
se c
ompl
ete
the
follo
win
g::e
rtify
that
the
reco
rded
hold
er h
ad a
ben
efici
al int
eres
t in
the
pate
nted
lea
sed
land
at th
e tim
e the
wor
k wa
s pe
rform
ed.
Sign
atur
eDa
te11
/06/
93
936934
933932
93930
9298Z6
92771926
925•s
VO ro Ji V
923750
747746
745
aaj
I rr i ,H 11J o p en P
l "™"
1 0 r O !
co CO co CO
00
CO
en
. en co o 0
J&
ji
en O 0
CO CO O O
ro o 0
CO co
en 0 o
CO
o
o
en CO to o o
(JO
o
o
us CO 0
00
en CO o
en en VJ 0
en
en CO O
CO en
\o co en
10
CO
CO o o
en CO Ji O
O
/alueof
isessment
orkDone
this
Claim lift
I s S C& l H Z •s
••j
ji
t— '
o
\\ \ (*i
t 1 1 'l )! , .1" \ \
i
ti— i en C
O
co co t-*
ro.
CO ro
roen
CO
Ji
CO
,
ro CO 10
"
COen
CO
Ji
en CO
ro
enH
- ' en CO
iJi
00
CO
5 2T
?* S*
Qs*sS
cS
. A
w
3 0) ill i*!**i[ \
Cred
its y
ou a
re c
laim
ing
in th
is re
port
may
be
cut b
ack.
In or
der t
o m
inim
ize th
e ad
vers
e ef
fect
s of
suc
h de
letio
ns, p
lease
indic
ate
from
wh
ich c
laim
s yo
u wi
sh to
prio
rize
the
dele
tion
of c
redi
ts.
Plea
se m
ark
(f)
one
of th
e fo
llowi
ng:
ji *
1. D
Cre
di s
are
to b
e cu
t bac
k st
artin
g wi
th th
e cla
im li
sted
last,
wor
king
back
ward
s.2.
D C
redi
s ar
e to
be
cut b
ack
equa
lly o
ver a
ll cla
ims
cont
aine
d In
this
repo
rt of
wor
k.3.
O C
redi
s a
re to
be
cut b
ack
as p
rioriz
ed o
n th
e at
tach
ed a
ppen
dix.
in th
e ev
ent t
iiat y
ou h
ave
not s
pecif
ied
your
cho
ice o
f prio
rity,
opt
ion o
ne w
ill be
Imple
men
ted.
,te
1:
Exam
ples
of b
enef
icia
l Int
eres
t are
unr
ecor
ded
trans
fers
, opt
ion
agre
emen
ts, m
emor
andu
m o
f agr
eem
ents
, etc
., wi
th re
spec
t to
the
min
ing
clai
ms.
i*te
2:
If wo
rjj: h
as b
een
perfo
rmed
on
pate
nted
or
leas
ed la
nd, p
leas
e co
mpl
ete
the
follo
win
g:ce
rtify
that
the
reco
rded
hol
der h
ad a
ben
efici
al in
tere
st in
the
pate
nted
r l
ease
d la
nd e
th
e tim
e th
e wo
rk w
as p
erfo
rmed
.Si
gnatu
reDa
te/n
e/en
Work Report Number for
Applying Reserve
CM————— 0* ———
——— O ——lO"H
* i"MCNC
^~.
Claim Number (see Note 2)
Li 111864^s f 11111865^ '
U 11 1866 '
11111867^
L1111868 *-
11111869^
L1111879
L1111880
L1111881 ^
L1111882 if
L1111883 S
L1111884 ^
L1111885 "
L1111886 y
L1145901 c
L1145902 ^
16
Number of
Claim Units
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Value ofASMSSfWfltWork Done
on this Claim
450
617
248
396
348
422
0
0
59
152
391
391
760
176
-*w-5?i
617
•5766*5603
Value Applied to this Claim
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
6,400Total Number of Claims Total Value Work
DoneTotal Value
Work Applied
Value Assigned
from this Claim
217
217Total Assigned
From
Reserve: Work to be Claimed at
a Future Date
50
217
-
-
-
22
-
-
-
-
-
-
360
-
-Wltt
826Total Reserve
S'•6
0*
8•D 0.
m o(D
T3
O3
lo, S 0-5 c
•l - i i s* 1 * tlo l g s0)0 JO Q. sS g e? 2 S
f ̂ 1 M -s-p.* ? c c c*— o oe e g S S so c S c Jo o* S o H w 1~15 I s j i
— M -^ E S ^ j^^ 75 J5 * oO Q) ^ "̂ JC OSo * "f" 5 w g o
5-i f 1 S 1^•— c ^ S ** E* r S o. ?ojc w o rt o0.*" ' JC JC Ji * O) g O O O S-^- N Q) fll CO -
~ O ^, ^. ^, O f- Q- o o o ata2 S S S 1•p to 222 3 * * 2 2 2 S-2 -^ J2 2 J2 -c10 2 ^ S 5 — o E at ai o c2L* O 0 6 * || D D D |
O S *-' CM o S
Sex 2
JC
i d
ttE tt en"o
i ?I 1E -2
1 I
C 0
c Q- 1 E2 8
f I2 ®•K Q.
0. TJW Co J2M -0c a* a m^ 5W *:T3 Oo -a o w2 c c w 3 w2 a (o c•J o2 ^ 1 g
li IS3 c
O ®2 * •Q o* JQ
51 sI" 1*•32 s^ cio at
CO
0
•—iD
O
B5 3i
(O
•o
ES ex
S c
SS!sf f
a jf
* S
liIIIfe ia —0 k.
"i i—i **
1 r—
i— '
i— '
•vi
i— i
XJ •t* 4k ^
r— H-"
(-J
•Vi
1—"
-vi
4k
OO t
f—
I—"
I—"
•vi
H- '
VJ
4k ro t
r—
i—"
i—*
01 CO 4k
O in *v
f— i— i
(—i
01 CO oo vj
•vi
\
r—
i-* t-*
01 CO oo vj
Ol x
r- t— '
K-" Ol
CO 00 oo oo \
r— in ro *n ro ro •v
2 p- in ro 10 ro (—" V
1
r- r
—
in o
nro
ro
IO (
Oro
i-*
O U
3^
^
5
r— in ro vo i— i
CO \
0 f— in ro (J3
H-"
VJ ^
9!
i— in ro 10 (—"
Ol \
2 r- in ro U3 (—1 m
*J?f U If f 2 C a
*f lla|
i fi 1f-
4 M Is
0 vi tt 4k
w l—
* ro
10
ro
in
in ro
en
in
i u\ Ul '
4k O
O
i—i
OO
Ol
oo Ol
Ol
in O 0
0 o
o o
4k
vj
4k 0
O
in
on 4k
O
O
00 H-*
4k
O
O
in t-
*00
vj
CO l— '
4k
h-*
13 ^
slO
l--
0 o
01 o
oo 4k o
o
in ro 0 o o
oo 01
CO
01
llfl i s. ^ m
J * i 21 2
01 4k
OO
VJ
4k
4k
1t̂ V
tf-
^
no 00
ro
rv COi
it—
' vj
in
in
•c* h-*
V
J
X)
30
11
ro
o
oo
t— *
i\j
o
?jf*
Bill
3 a ip- * 2
.0*1
f., tr^
S
if*
Cred
its y
ou a
re c
laim
ing in
this
repo
rt m
ay b
e cu
t bac
k. In
orde
r to
mini
mize
the
adve
rse
effe
cts o
f suc
h de
letion
s, ple
ase
indica
te fr
om
which
clai
ms
you
wish
to p
rioriz
e th
e de
letion
of c
redit
s. Pl
ease
mar
k (*
-) on
e of
the
follo
wing
:t
1. O
Cre
dits
are
to b
e cu
t bac
k sta
rting
with
the
claim
liste
d las
t, wo
rking
bac
kwar
ds.
l. O
Cre
dits
are
to be
cut
bac
k eq
ually
ove
r all
claim
s co
ntain
ed in
this
repo
rt of
wor
k.J.
D C
redit
s ar
e to
be c
ut b
ack
as p
rioriz
ed o
n th
e at
tach
ed a
ppen
dix.
i th
e ev
ent t
hat y
ou h
ave
not s
pecif
ied y
our c
hoice
of p
riorit
y, op
tion
one
will
be im
plem
ente
d.:e
1: Ex
ampl
es o
f ben
efici
al In
tere
st a
re u
nrec
orde
d tra
nsfe
rs, o
ptio
n ag
reem
ents,
mem
oran
dum
of a
gree
men
ts, e
tc.,
with
resp
ect
to th
e m
inin
g cla
ims.
e 2 :
If wo
rk h
as b
een
perfo
rmed
on
pate
nted
or l
ease
d la
nd, p
lease
com
plet
e th
e fo
llowi
ng:
:erti
fy th
at Ih
e re
cord
ed h
olde
r had
a b
enef
icial
inte
rest
in th
e pa
tent
ed
leas
ed la
nd a
t the
tim
e th
e wo
rk w
as p
erfo
rmed
.Si
gnat
ure
Data 11
/06/
93
Ontario
Ministry olNorthern Developmenttnd Mines
Mlnlstere du DeVeloppement du Nord el des mines
Statement of Costs for Assessment Credit
des coOts aux fins du credit devaluationMining Act/Lot sur les mines
Transaction No./N* de transection
. 0012.0
2. 15092Personal Information collected on this form is obtained under the authority of the Mining Act. This Information will be used to maintain a record and ongoing status of the mining clalm(s). Questions about this collection should be directed to the Provincial Manager, Minings Lands, Ministry of Northern Development and Mines, 4lh Floor, 159 Cedar Street, Sudbury, Ontario P3E 6A5, telephone (70S) 670-7264.
Les renselgnements personnels conlenus dans la prdsenle formule sonl recuelllls en vertu de la Lo) sur les mines et sen/Iron! a tenlr a jour un regisire des concessions mlnleres. Adresser toute question sur la collece de ces renselgnements au chef provincial des terrains minlers. mlnlstere du Developpement du Nord et des Mines, 159. rue Cedar, 4* 4lage, Sudbury (Ontario) P3E 6A5, telephone (705) 670-7264.1. Direct Costs/Gouts directs
Type
Wegee Salalrea
Contractor's and Consultant's Fees Orolte de ('entrepreneur •t de ('expert- eonsetl
f
Supplies Used Fournltures utilise**
Equipment Rental Location de maUrlel
Description
Labour Maln-d'oeuvreField Supervision Supervision sur le terrain
TypeGrid Cutting
MAG/VLF
Typ*
Typ*
Amount Montan!
- 2,500
27,065
17,586
Total Direct Costs Total des coOts ^directs
Totals Total global
^^Q-
fesi
!
•7 -. " \ :- y . . ' '
47,151
2. Indirect Costs/CoOts Indlrects* * Note: When claiming Rehabilitation work Indirect costs are not allowable as assessment work. Pour le remboursement de* travaux de rehabilitation, les coOts Indirect* ne ion* pa* admissible* en tent que travaux devaluation.
Type
Transportation Transport
Food *nd Lodging Nourrltur* et h*berg*m*ntMobllltatlon *nd Demobilization Mobilisation et demobilisation
DescriptionTyp*Truck Lease .
Gas
Amount Montan)
700
250
1,000
Sub Total of Indirect Costs Total partlel de* coOts IndlrectsAmount Allowable (not greater than 20H of Direct Cods) Montan! admissible (n'excidant pas 20 H des coot* direct*)Told Value of Amttment Credit Veleur total* du erfdlt (Tolt) of Olrtel tnd Allow*bl* devaluationIndirect entlit fTolil rill eadti dlruli
Totals Total global
700
250
950
1,000
1,950
49,101•l Indlricti tdmliilblM
Note: The recorded holder will be required to verify expenditures claimed In this statement of costs within 30 days of a request for verification. If verification is not made, the Minister may reject for assessment work all or part of the assessment work submitted.
Note : Le tilulalre enreglstre sera tenu de verifier les depenses demandees dans le present etat des coOts dans les 30 jours suivant une demands a eel effet. SI la verification n'est pas effectule, le minlstre peut rejeter tout ou une partle des travaux devaluation pre'sente's.
Filing Discounts
1. Work (lied within two years of completion,Is claimed at 100"xb of the above Total Value of Assessment Credit.2. Work filed three, four or five years after completion Is claimed at 5044 of the above Total Value of Assessment Credit. See calculations below:Total Value of Assessment Credit Total Assessment Claimed
x 0.50
Remises pour depdt
1. Les travaux deposes dans les deux ans suivant leur achevement sent rembourses a 100 H de la valeur lolale susmentionnee du credit devaluation.2. Les travaux deposes trols, quatre ou cinq ans apres leur achevement eont rembourses a 50 Vt de la valeur lolale du crddit devaluation susmentionne. Volr les calculs cl-dessous.Valeur lolale du credit devaluation
x 0,50 -Evaluation loial* demand**
Certification Verifying Statement of Costsl hereby certify:that the amounts shown are as accurate as possible and these costs were Incurred while conducting assessment work on the lands shown on the accorppe/iying Reporl/W Work f/rm.
that as
to make this certification
Attestation de l'6tat des coQtsJ'atteste par la presente :que les montants Indlques sont le plus exact possible et que ces depenses ont ete engagees poJr etfectuer les travaux devaluation sur les terrains Indlquds dans la formule de rapport de travail ci-joint.
l am authorized Et qu'a litre de(Illulilr* *nr*gl*tr*. r*pr*ttnl*nl, poll* occup* dint la
A falre cette attestation.
je suls autorlsd
Nota : Dans celt* formule, lorsqu'll design* d** pertooJM, l* maseulln **l ulllls* au sens n*utr*.
Oil*
11/06/93
rtfrr****-^ ft*108-0?'^
W PWCUPWE DMSWN'——^^————**
1170(6 JI7SS9Q l ,,7W9, 1175600
2- J50^^rOF ^ ^
TfMISKAMING— LA——4-A-L..I** I'liTwe* tmrw-:
T-yv—-h-II76HS4 1 1176119 i- -- — i— - — - — * PM iH7SSW I178S9B *— *-*- -r— J— -*-
LARDER LAKEMINING DIVISION4ITW8Q M761I3 1175507 H78594ll
Ww ^^~ \**"*'li* -^^ Vrtw
l \ v
SCALE: J^NCH 40 CHAINS
ll7a875f\H75*76 J Pl \^" l/ -*^-i— - —^r*^ T-T ~~.5905 j ;\ O L
PATENTtD lANO '
CROWN CAND SALE
LEASES ' ^)7*578,111^)5879
-44*VvvW.IMUt i l
— —J"~"" '—
LICENSE Of OCCUPATIONi *'
MINING RIGHTS\ONLV
RfGHT^ OWl v
1J 'J?*5i6lf—-- -f-— H-L^ L lieesitT
ja-JTNi- IMPROVEDKING'S HIGHWAYS
. ,——. . ' .II75i nresse iw^ss? l n7B4rr j u7Mg81
4 T r !
11753 39 f 1175358 i -- ^ - - -. - - —, \— •—l -—- —-
-l ' ' l l
i-i V* -JT- 4 - J- -__ N -^v* Lf itwwfe-9-tfftt^* i "r "F;.^ i rr POVyER LINES
MARSH OR MUSKEG
MINES
CANCELLEDREMGfTE TOURIST SETUPo.a i
—-i — —U. — ,— L- —
4ttHK- tllg
shores of all loKes and rivers_V— ^-- - -fc-— H 1^^—
111709^1170919H709I4 1170*1
,_ .J. _ _ j_ _ ^ _ i^ _ ̂
. 117.5405^ lllBftl
-- —— J^E/inj j iinib* l"
!M 1170312, J H7O3I7 "75*06
--Jl l ^ ;— - -j— -\ -p/ - i i....—. \ i
THE INFCfRMATION^HAT APPEARS-ON THIS HAS BEEN COMPILED FROM VARIOUS SOURCES, AND ACCURACY IS NOT GUARANTEED. THOSE WISHING TO STAKE MIN ING CLAIMS SHOULD CON- SULT WITH THE MINING RECORDER, MINISTRY OF NORTHERN DEVELOP-
IT WTC OF ISSUE 7"—"~ —i' *""ii —i L VL r \
JP tintsl 7moo |?HD
—l —— — -.— — .e i 7-iyfc8f- — * f— - — - "-
hi- l ' L.*4t4MMi I MICTIBli
J V^d^ri^^ . j^-^ ^^^^^^^B™ i ^^" "ON THE STATUS OF THE LANDS SHOWN HEREON.
PLAN NO M. 3 10
ONTARIOBADEN TWP M.
y ^ MINISTRY OF NATURAL RESOURCES, . WJRVEYS AND MAPPINP BRANCH^ x
42A02NE9956 2.15092 ROBERTSON
UJ
UJ
UJ
UJ
UJ
UJ
UJ
UJ
UJ
UJ
UJ
UJ
l X
ro
UJ
UJ
UJ
UJ
l ro0
3
00.
UJ
UJ
UJ
UJ
1s
UJ
IT)
SB
o ~
TL 3
50J
c-ro
5845
9.2
5B57
5.7
5872
5.5
5868
7.6
. 5B5
87.3
5853
5.1
5652
9-8
5843
5-1
5527
6.8
-582
37-8
58
284-
2 58
727.5
5B
6003
58
5*5-
7 . 5
9557
.3 58
954.
8,
S'
sS
JUS
.
5840
3.3
5645
3.3
5850
2.7
5656
3.5
-585
15.2
58
501-
1 56
*34.0
58
375.9
58
311-
3 -5
8257
.1 58
270.0
58
399-
1 58
553.5
58
437.9
\.
5869
4.0
5844
1.5
5883
4.1
5921
QJ
8822
-1 -5
8284
.2
5859
0.0
Z4.5
5850
7.1
5846
7-3
-583
758
325.1
5831
6.058
313.0
5826
2.7^^
i^f
n'u*
S064
.1 5*
032.8
S8
0965
58
307-
8,
7.5
-600
09.0
5855
5.4. 5
8969
.9
• 593
11.5
. 607
95,4
-BiD
ii-*-
-601
31.1
•585
37-0
. 5
6487
.6
5839
2.0. 5
6735
.9
5847
3-0
5687
3.6
^590
91.0
. 589
12.5
. 585
39-6
• 5
9281
.2 58
984.9
~5
6607
.6
. 585
06-6
04
1.6
'&83
92.B
. 581
91-9
-5
6585
.3
R706
.3
5943
7^- 5
8593
. 58
354.1
. 5
8407
.1-5
8503
.2
.603
01-5
. 5
8870
-6
. 584
36.2
. 583
46.8
-587
05.9
. 6
0307
.7 ^5
55^*
-
.595
00.5
. 5
9268
.0
. 589
12-4
. 586
24.1
. 586
40.9
. 564
20.4
^5
8136
.0
6436
.4
. 589
41.3
. 5
8524
.0'
876.
9 i)2
3.8
. 586
*8.8
- 589
04-6
. 585
74.0
.588
86.2 9*.0
-586 . 585
4*.2
. 588
49.2
. 592
40.0
6025
6.9
81.7
. 564
67.9
5849
2.5,
- 585
*2- 5
8993
-6-5
85
. 596
66.4
- 5B7
60.5
-598
70.1
58
5*6.7
58
5*8-
4 59
136.0
. 5
9403
-1
-592
10.3
58
*67/
58
701-
2 58
967.8
58
V7V6
, 86
553
. 591
79.1
. 591
99.8
. 584
87.3
. 583
40.3
. 562
33-6
^5
8189
.0
fl088
.9
.585
36.8
-5
8365
.2
5824
9.1
^561
68.5
-582
9*.*
5823
9.5
. 590
57-7
.5
8636
.6
-585
53.8
. 5
8612
.6 . 5
8428
.9
^581
62.7
09
0.0
/581
65.3
. 5
8440
-6•5
8484
.2•5
870\
• 586
66• 5
6325
^• 5
8197
^•5
91'
. 589
80.6
- 590
88.7
•620
35.6
.
- 602
55.1
- 601
60.0
9397
.2
581 . 590
49.6
. 587
81-4
. 5
9*10
-8-5
8826
. . 5
8323
.0• 5
8336
.0 . 5
6665
.0 •5
8137
.0 58
298.2
58
837.5
56
902.0
5B
749.3
58
796.3
58
93
-587
4 46U
.5
8309
1 ^5
81*2
-6
5829
*-4
5927
1.1
. 589
71.7
. 593
17.3
-5
8972
-1
6215
6.260
609.5
K *
5920
8.3
1 -,B
B30.7
- 587
6H-5
859^
- 590
79.1
5859
3' -
-583
26.7
. 5
8219
-3
. 582
04.2
M
l 73.1
57V6.7
-618
40.;
J&&
- 59
864-
3 . 5
907*
.*
. 599
9*-7
-5
9770
.2
Q650
.7
583*
2.6
. 582
10.4
. 584
87.5
• 588
415
•589
36.J
• 584
94•5
9741
.7"
• 592
01.4
. 5
9069
.6-5
8517
.159 58
*20.6
58
2*2.6
62
30.5
\1
56.9
95
.B
J3
JIJ
J
589*
9• 5
8*80
.3,
-587
0 . 5
6518
,6 -5
8545
.6
. 584
89.8
. 565
35.9
.585
44.9
58
783-
9 -5
8733
.9
5863
5.C
li s
s
'"N
at-
. 595
23.0
. 5
8525
.8
. 585
13-4
^• 5
873 "
- 585
18-9
. 5
8398
-7
.588
*0-2
. 5
8806
.5
. 582
97.9
-58*
00-3
6811
1-7
•586
81
5844
359
0J/0
59
791.
2- 6
0188
.3 60
026.0
^594
85.1
58
'
^581
35.7
-586
43.6
'5816
1.*
5869
7.7
589*
7-0
58*9
2.1
5921
9-7
5866
0.9
5897
9.6
5859
6.2
5832
6.7
5826
1-1
• 58*
10-0
58
571-
6 58
577.0
58
726.3
59
096.4
59
978,5
60
147.6
.40
.0TL 3
500
M
o
*.
S
~g g
75)
K
B
S
CO
s
BASE
LINE
UJ
UJ
UJ
uJ
. 584
79.2
. 586
70-7
-568
99.0
. 5
8835
-74• 5
8640
.4 . 5
8*02
.6-
5821
83
. 582
37.2
58
360.6
. 5
8910
.6,
-594
64
5860
5.6
5874
1-6
5885
4.2
589*
5.0
- 585
17,1
5895
0.5
5S67
3.4/
58
347.
*'
5830
7.9
-58*
74.6
56
582.0
58
500.3
5B
376.6
5880
13 To~T
63.8
. 586
06.8
-588
00.2
56
562.1
58
558.2
56
3B7.6
58
281-
9 -5
8351
.0
5857
3-3
5868
8.6,
5*
63*9
*9
5648
6.8
- 584
05.5
8113
-1
. 590
*6.0
, 624
90.3
3238
.7
TL 2
500
• 605
71.0
JS#
#*
-602
77.8
. 5
9872
.2 . 5
9666
.6 ^
SaSi
-l s. 5
8576
.2 ^.
9338
.7
- 586
70-5
58
223-
6 58
959-
4 61
051-
9 -5
9814
.6,,
607X
0
592*
5-5
9259
-Oy
5886
4.3. 5
6543
.S i
• 584
65.6
]
^585
90-5
. 5
8303
-8
. 582
53.6
6126
.3
5833
3.8
. 562
96.1
5830
2.5
. 582
64-5
- 5
8237
-8
^581
697
\581
35-2
[5
8175
.8
8125
7 27
.2
c-l
V.
. 583
813
. 583
29.6
. 582
48.2
. 5B2
23.9
^581
67.9
81
04.2
86
.0
r -.1
99.1
. 5
8443
-8
6808
4.6
00
r-;
. 563
87.3
5831
7.2. 5
82*2
-9
! 581
93.2
[-581
67.2
, 581
97.9
1581
63.8
. 602
73.6
n
ml 0
- ^
•S5^
7-..•t
tBA
SELIN
E
:ffi
s
"583
29.9
- 582
52.6
. 589
73.8
-585
00.8
56
748.5
58
421-
6 5B
540J
59
7*8.7
^ - 5
839*
.{ ^
5826
7.*
5869
6.8
5905
1.
-5B6
36.C
8.9
585^
.6- 5
920)
. 5
8391
-4-5
8686
.7
. 587
86.1
- 594
*73
. 585
93.1
. 585
10.6
-564
06.7
| 5
8771
.6 l 5
6457
.4
5843
3S-5
6470
.6. 5
8184
.458
*21-
4. 5
8636
.9• 5
5868
.2-59*57-7
. 59266.6
59033.5
i56781-1
58557.4
-564
80.2
58
513-
7
. 585
67.2
56
5**.
! . 5
6589
.9 58
589.1
-5
8767
.8
. 590
67.5
. 587
67.5
. 566
23.0
. 58*
92.0
^TW
O^
. 577
31-
5733
5.0- 5
7504
.9 . 5
7494
.8-5
7*95
.*
5721
1.6
5845
0-4
5837
2-8
5835
8.8
5838
13
-563
623
5841
9.3
5828
8.1
. 582
92.7
5824
1-6
-582
29.9
61
24.4
6146
.9
. 584
85.6
s. 5
8576
.9'
5843
7.658
3743
-583
963
•583
413
5832
7.6
. 582
58.7
5824
2.2
-582
14.6
^5
8169
.5
B110
.4
B'TLy
868*
-0
. 585
17.6
^-5
8*59
.4. 5
8*09
-558
357.
6• 5
8371
.2. 5
8339
.1 -5
8250
.9
k 581
75-9
\5
8147
3 81
04.3 2
^55.
8 58
7^-5
58
695^
-585
85.0
\58
528.6
. 584
67.9
• 584
01.0
. 583
33.*
-582
81.2
. 5
8*45
.1 58
303.3
5696
9.1•5
884V
O 58
730-
^- 5
8666
.6 '
. 585
90.0
. 584
92.0
584*
0.0. 5
8387
.8
6012
6.2
5890
7.4
. 596
76.4
6058
8^
5959
U
. 567
24.3
-557
01-9
. 5
5565
.7 . 5
8472
.4 58
451-
2 .5
8363
J.
-582
75.5
42
.6 . 5
8213
.5
-584
71.2
. 5
8388
.8 . 5
8338
.9 ^6
2*6-
388
.3 l L
-606
74.0
. 5
8969
.9-5
8359
.J
-584
60.2
. 5
8365
.2• 5
8284
.1,
^581
62.7
R1
18.8
-585
54.9
. 5
6375
.2 . 5
8279
.0 . 5
8991
.0 83
78.3
68
245.7
y 5
8177
.0 81
26.0
60*8
.1^
5966
T4
. 609
13-5
. 5
9813
.6 . 5
9665
.9 . 5
8729
.8 - 5
5506
.7 . 5
6326
.1
(D
1*1
S
S
UJ
UJ
UJ
UJ
T33
I/J.
".'
5907
5.*
. 590
63.5
. 588
65.3
. 587
91-7
-5
6727
.6
. 586
62.2
. 5
8615
,5
. 585
68.3
. 586
10.8
- 569
22-1
, 59
106.
5882
3 i
. 587
05 i
. 5
863:
* -5
866
.2
5663
9*
5854
6.1
. 584
10.0
. 582
96.7
-562
86-9
56
352-
1
. 586
95.4
. 586
97.2
. 586
47.7
. 586
64.2
-5
8626
.8
. 586
21.9
5856
6^
5858
/8 i.O
-586
*1,6
. 5
88*3
) . 5
8837
.C 58
878.;
. 5
890*
-9'
-588
55.4
1 . 5
8663
.7 '
. 586
93-!
. 585
041
5842
3*
-584
02-1
. 565
83.7
. -5
5559
.1
. 585
46.6
.586
31.1
. 5
8639
-6
. 589
20.9
- 589
66.3
5879
0.8
. 587
17-4
58
721-
7 . 5
8700
.6 -5
8614
.3
. 586
54.5
. 566
51-9
. 5
B663
.1 . 5
8766
.6,
-587
31.1
.5
8650
.1
5835
1.2
. 583
67.6
-583
58.6
. 5
8338
.0 58
*02.
584*
5 . 5
B393
.8N- 5
8292
-*
5868
9 .5
8W1.
2N
-584
37-9
. 5
8473
.6 . 5
8*99
.0^
rt ffi
i. 5
9026
-2
. 590
91-5
.5
8581
-6
T590
17.9~
-597
90.9
- 600
5
5859
5^. 5
8912
.7^-5
9272
.0
5892
0.7-5
8869
3• 5
6609
3 . 5
8359
.0-5
8744
.1
. 587
53.6
5879
3• 5
8658
3. 5
8367
.0-5
8338
.5'.
5848
4.5
. 598
29.1
- 596
72.8
. 596
61.0
. 595
12-5
^5
8785
.7• 5
8683
.9•5
B5W
A,
5850
8.2
5848
6.6
5837
9.1
. 585
45.4
-583
03.8
. 5
8260
.7 58
502
5882
TO• 5
8566
.1-5
8435
.9
. 583
993
. 583
91.7
6.3
5836
4.6
-583
33.*
. 5
8708
.9 . 5
9015
.7 58
656.
* . 5
83**
-7
-584
32-8
•584
V1-5
8*21
-2
. 584
38.9
. 587
04.8
. 585
07.2
. 583
73.5
-582
793,
. 587
97^"
. 5
8798
.5• 5
8521
-8-5
8769
|. 5
8462
158
806.1
. 586
19.6
. 585
95.1
-586
81.7
• 588
30.6
5963
8.5
. 598
02-1
59
761-
8 59
462.8
-5
8859
' E'-.Z
•7 ,-
56
515.8
s-5
6484
.2- 5
6465
.4 . 5
8473
.5 . 5
8*95
-4- 5
6489
.5- 5
8446
.1- 5
8416
.258
390.
1 --
-1-
588*
5 . 5
8726
.9- 5
8567
.3-5
8548
.1
. 58*
72.5
. 584
56.*
. 584
62.2
5841
3.5
-584
10.0
58
393.5
o l
0.'R8
9.056
. 5
860?
-585
44^
5852
0.;- 5
8483
-1'
- 584
16.1
. 56*
08.3
- 583
89-2
- 5
637 4
.9 58
413,9
-599
53.6
. 5
9185
.9 86
7.9
.586
38.1
-5
6612
.2
5854
0.8
5849
4.2
58*0
2-7
5836
7.5
-58*
08-5
58
3837
- 563
49.3
6121
9.8
5874
0."
5897
^5- 5
8878
.7)
• 589
11/
-588
30.*
^• 5
6300
.7 02
1^• 5
*263
-0
S X
-59 4
83.4^
. 591
85.5
pp5lja
***
. 606
35-5
. 6
0368
.8 -5
9186
.0
5BB3
7.9
6S70
.9
5859
3S-5
8477
,8^
- 584
32.9
- 584
78 2
a.
en
ip
826.
3. 5
86X
0 . 5
6688
.5-5
8648
.8- 5
8456
.9- 5
6308
.7 . 5
6983
.5^- 5
8874
-586
*P
. 585
17.5
in 1 s
J972
0.2 2
5887
^6
5864
9N
5855
1 .l'
5857
5.4
5651
2.*
5869
7.6,
58
933
588W
.3
587 6
^ 58
683J
58
74/3
OL
-585
93.2
. 5
8525
-0
. 585
66.2
TL 2
000
N. 5
8232
.1 61
213
8073
.9 . 5
8633
-0
-585
63-2
. 5
8878
.0 . 5
8835
.1 . 5
8655
.9 . 5
8421
.6-5
8281
.8•5
6321
.4
. 562
87.8
. 583
08-0
. 5
8337
.1 -5
8228
.7
. 583
32.5
5828
2.6
; 582
09.6
't
5816
6.1
\58U
7.5
^581
54.6
08
8.0
B3• 5
8253
1• 5
8381
.5 58
6*5.6
. 5
8519
.4 -5
6*14
.8
. 563
25.5
. 582
77.5
. 582
83-5
58
289.7
f 5
8185
-0
\581
72.0
l 5
8172
.6 58
287.2
58
387.1
-5
8251
.1
. 582
79.0
; 581
99.4
'^581
68.9
8136
.6 P0
61.6
B066
.8
5917
3.58
76^
5842
4. . 5
8326
.7- 5
6275
-8• 5
8311
-7
. 583
21-1
. 5
8206
.9. 5
8200
.8-5
8215
.8! 5
6188
.4^5
8191
5
^811
1960
56.5
.5
8157
.9
5815
7.8
5817
5.7
1-58
251-
8 58
1323
61
19-7
81
02.7
0*9.8 *-Q
5872
1.058
817.
058
636.
558
*92-
758
401.
758
335.0
5631
8.5
5832
7-8
5830
9.158
282.6
5621
0.7
5831
4-3
5828
1-0
5821
1.1
5822
0.658
290.3
5827
6.1
5827
1.3
5825
7-2
5616
8.5
5825
4.158
2*4.7
58*7
33
58*2
4.5
5839
0.6
5838
0.*
5834
9-7
5830
9.8
5829
2.6
. 5B3
36.7
-583
*8.1
. 583
83.8
56
312-
6 -5
8321
-9
. 582
*5.5
. 5
8209
-1
. 581
97.7
', 581
90.2
-5
8219
-6
y 581
61-6
- 582
78-5
. 5
8200
.*- 5
837*
.2 . 5
6295
.1 -5
8373
-4
• 553
76^
- 5B3
02-9
. 5
8268
.1 . 5
8260
.1 . 5
8247
.0
. 582
22.*
- 5
6213
.9 58
209.1
aC
KJ l
"
-
-56*
90-4
-584
00.0
07
4.2
'5829
0.6
• 583
35.6
•585
67-3
•592
. ^9
173.
5-5
6633
^ . 5
B497
J-5
8468
.8
. 58*
53.6
. 56*
53-6
58
429.3
- 584
08.5
-583
37.6
. 5
6212
.9
'K 5
rJ
t*.
"MS
- K-
s s
s]
ws
TL 1
500
N81
*3.6
58
245.8
. 5
8773
.7-5
9495
.8
. 595
79.8
-587
0
5836
7.058
330.9
5628
8358
291-
658
367.
456
410-
258
509.1
5861
1358
604.0
5852
4.758
*79.3
5848
1358
445.
6
. 587
40.8
e**.4
"58*75
.7-5
5730
-1. 5
8631
.656
911.
•595
1
b^
5 -
2
TL 1
000
. 586
69.8
8550
.0-5
6397
:. 5
8360
.2. 5
8341
-8. 5
8303
.558
296.7
- 583
743
• 584
91.8
58
483.
8. 5
8459
3 58
427.8
-5
8421
3 . 5
8359
-4
. 583
*8.5
5*7.
2-5
9152
. . 5
8520
.3- 5
8342
.9 . 5
8297
.6- 5
6216
.2-58292.4
58236-5
. 58293.7
56358.0
• 584
00.8
- 583
73-4
. 5
8362
-1
- 583
47.2'teo
es.*
Ie06
0.3
5828
0.9
1812
3-6
'58! 6
0-3
5829
0.9
5859
0-0
5675
8-4
58*2
3.5
5829
6.1
5823
7-1
5819
7.7•5
81*1
.5 58
194,8
5B
313.3
58
284.4
58
230.
* 58
220.4
58
309.5
58
358.9
56
3*7-
0
8130
.0
J561
32-3
f 5
8193
-8
- 581
99.9
\ 581
68.9
. 5
6296
.0 . 5
8361
.3
. 5B2
67.*
. 583
60.9
-582
53.*
. 5
8212
.6 'j
5817
9.6
[581
85.8
\ 5
6172
.1 -5
8280
.0
. 562
63.2
. 582
08.8
-563
34.1
. 5
8362
-G-5
8324
.B
. 562
94.3
- 583
56.1
. 583
04.0
- 582
26.4
- 582
67.6
5839
8.9. 5
8984
.7. 5
9108
.6- 5
8621
-9'
-58*
64.4
58**
7.8. 5
8*49
3- 5
8437
.2- 5
8*21
-1-5
8389
.*
5837
1.2
. 583
59-7
- 583
51.5
. 5
8318
.4-5
8320
.7• 5
8305
.0 . 5
6290
.1
583*
*-0
. 583
03-*
1 JO
-TW
W--
-582
28.5
. 5
8310
.0 . 5
86*6
.8 . 5
5220
.5 55
3*6.
8 -5
6329
.0^
585
5856
4.9s
. 588
75-6
.5
8777
.3^
-586
5/2
5850
3 . 5
8456
.5s
•584
16.4
58
363.
6• 5
8333
.8•5
8332
.8- 5
8312
.9-5
8325
.*- 5
8270
-1
L 581
62.5
l 581
73-8
. 563
52.0
. 582
90-6
-562
64.5
. 567
90.3
5863
6.1• 5
8508
-7. 5
8484
.1- 5
8786
.1 58
957.3
^
5886
2.2^
. 587
52.0
. 586
03.3
-583
86.1
. 5
5366
.4 . 5
5375
.3• 5
6307
.0 . 5
8284
.8-5
6231
.3
k 581
62-0
•584
'-5
8490
.8"
. 583
79.4
. 584
97.2
. 585
21.1
. 583
57.*
-583
77.2
- 587
72.5
. 585
60.8
. 584
29.8
5832
7.*-5
8292
.6
. 582
57.6
- 582
32.0
\581
56.9
l 5
8180
-2
1 581
96-8
81
12-0
• 585
34.1
. 586
94.0
• 588
86.6
. 587
79.6
- 565
90.3
. 583
70*'
087.1
58
571-
3-5
8460
.5-5
8531
.7
. 58483
.2
. 58371-7
. 58322.0
• 564
71-4
-582
09.0
81
32^
\581
41-0
81
18.6
81
01-6
^8
115-
6 08
4J
5858
1.6
. 563
2*-9
-583
06.9
1 5
8156
-6-5
8325
.7
. 587
75.3
• 585
60.2
58
594.
0 58
6-5
8553
.5• 5
8556
.2• 5
8431
-6
. 58*
40.3
• 584
66.4
•585
39.1
58
756.
4• 5
8530
.8• 5
8326
.1-
31.7
p052
-5
r 80
97.5
-583
08.1
. 5
8268
.7-5
8503
.1
091-
4• 5
8689
-9-5
8209
.6
. 552
04.4
\ 581
84.3
15
8174
.0
\561
597
\581
55.6
81
15-4
J5
8145
.8
. 586
78.8
-584
33.5
81
24.7
-583
01.6
58
423.3
- 565
22-6
- 584
62.5
-58*
67.5
- 566
53.1
- 58*
74.7
- 565
41.9
. 584
72.7
-554
07.4
55
427.6
56
396.*
. 5
8390
.3 56
360.5
-5
5*00
.0
5825
1.8
. 583
05.2
. 583
40.0
-5B2
71.5
- 582
07.9
.567
^1"
39.0
583*
8-5
. 562
95.9
. 583
05.5
5836
9-0
-563
99.6
. 5
8331
-6
5829
7.1
. 58*
5*-9
58
3*9.2
-5
83B
. 583
22.*
58
2793
58
200.0
^ . 5
8279
.1'
-582
63
. 582
26.0
582J
3.6
(80.
2 {6
089.
3 S
ol 5
.2 ^5
8216
.0
. 582
84.1
5834
0.558
355.
- 585
78.8
-584
61.*
- 587
03.71
. 5
8489
.2
. 583
23.1]
-5
9125
. 58
379.1
58
389.7
58
350.1
-583
34.0
-582
86-5
. 5
8282
-3
. 582
32.5
^581
65.1
8118
.7 60
66.5
5832
0.2
5838
8J14
35.3^
58
515.5
58
270.7
58
156.9
58
*78.5
* 56
422.
4 58
473.8
5B
465.2
58
360.1
58
335.7
58
326.9
58
213.
5 58
230.
2 58
223.
* 56
186.5
^5
8158
.5 J0
98.8
)60.3
10
52.2
• 583
01.2
cj85T
**. 5
9*44
358
*14.4
- 583
79.0
5829
5.658
794.8
. 585
59-1
. 585
06.4
-584
67.8
. 5
6332
.9 . 5
841 *
.8• 5
83*1
.5 58
316.0
-5
82*2
.3
5823
6.8
5619
4-5
\581
48.7
81
01.8
• 586
413
58*8
9.0-5
8429
.1
. 564
39.0
. 583
*5.4
. 582
99.6
• 583
01.0
-582
40.8
. 585
03.1
. 563
05-0
56
2593
58
246-
9 - 5
8203
-5
. 582
16-5
. 5
8213
.6 \5
8155
.8
[S81
75.7
82
.2 /5
B161
.*
QD
DW
U.'-
. 584
923
- 59*
35.0
56
562.6
58
428.6
-5
8494
.9
5845
63
. 58*
29.7
5637
0.8• 5
6307
.1•5
8283
3 . 5
8269
.5•5
8271
.8
. 581
92.1
5858
9.1
-583
58.6
58
251.
2 , 5
8198
.1 \5
8142
.6
-\581
36.B
J5
B151
-6
l 581
63.1
5656
*5l
i".
- 592
20!?
. 604
45.7
. 619
46.1
l 604
47.9
] 606
26.9
- 599
903
6010
8.4
^-^
5888
4-4
---j
5888
73
—.
5875
3.9
^.J
.56
664.7
5855
8.5
__
l58
511.
958
5**-
7
5875
9.258
656.1
5878
5.758
714.
458
803.5
5891
5.1
5891
0.456
901-
359
039.1
5928
1.6
5878
6.9
5856
1.858
577.5
5651
9.458
*60.7
56*3
5.656
*87.2
5650
3.958
*77.7
58*3
1.1
584-
1V6
5839
1.658
323.5
5830
13
- 591
*8.9
. 6
0662
.6
uJU
J
. 582
71-1
^5
8156
-1
. 585
87.8
. 586
07.*
. 592
79-8
. 588
253
-591
97.5
UJ
TL 2
800
N
TL 2
700
N
UJ
TL 2
000
. 584
12.6
5839
7.1. 5
8397
.6- 5
8389
.6-5
8404
.0. 5
6318
.158
321.6
- 582
91-0
- 582
64.7
-582
75.5
'.
5829
7.1
. 582
35.7
^581
78-7
81
23.0
-5
6316
.5
. 562
72.3
. 583
06.3
6055
.9 '58
262.
0 -5
8665
.4
.588
54.8
Ss
. 562
90.5
. 582
79.6
-583
09.1
. 5
6303
.5- 5
8227
.0 - 5
6274
.7 . 5
82**
-4
^581
37.6
. 5
8229
.4 . 5
8395
.6 58
406.6
• 583
41.5
- 583
15.2
. 582
78.758
152.7
5816
6.958
231-
458
2*8.0
5821
8.1
5631
2.556
316.7
5633
9.755
326.8
5632
7.158
339-
058
298.0
5825
0.958
233.6
5827
7.15S
226.2
5816
6.458
193.*
• 583
31.9
5830
9.7
. 582
82.2
. 582
54.2
- 582
21 .*
. 5
8207
.8 , 5
8187
.8
5856
6-9
5876
9.958
660.
158
557.
258
*54.
256
9*9-
058
754.2
5902
0.959
378.0
5902
0.858
750.7
585*
6-3
5843
5-1
5837
8-0
5835
9.958
363.9
5838
9.358
385.8
5837
7.558
345-
258
289.5
5824
7.2
- 564
84.7
• 583
85.5
56
274.0
- 582
27.8
-583
05.0
-584i:
• 58511.9
58368.9
. 58319.9
-58303.3
58291.1
. 58277.9
. 58255-7
. 58252.9
-58255.*
- 58233.9
- 582
1 *.0
. 582
09.7
. 582
15.5
f 581
97.8
l 581
86.4
5.
5837
0.3
5826
6.4
5619
1.8
58*7
0-9
5880
7.1
5851
7-9 1
5839
9-9
5831
5.0
5828
2.1
5826
9.6
5826
1-5
5825
2.8
5819
75
5820
2.1
5B21
2.7
562*
1-4
5818
7.2
5820
5-0
5B21
6.0
5820
3-059
020.
5861
9.8
5646
2.5
5B39
8-*
5840
7.9
5858
2.0
5859
6.7
5848
9.8
5837
1.8
5833
0.9
5829
2-*
5826
*-6
582*
7-9
5823
4.9
582*
2-0
5818
1.5
5819
4.6
^581
95.0
' (80
94.2
-kai
lO.5
J5
8144
.5
1581
773
5869
5}
563
5829
8-7
J&26
5.*5K 58
329.
358
410.3
58*1
0.958
351.
056
318.
658
280.1
58/5
7-8
- 590
20-8
58
*39.*
j-5
8309
.^
3.CL
o
"O
. 566
92.3
. 565
95.6
1. 5
8878
.6-5
89*6
.5- 5
8787
.6- 5
8781
.6. 5
8701
.858
599.3
-585
50.2
58
569.6
58
486.3
• 585
31.5
- 586
00.6
- 586
60,3
. 507
73.2
5393
0-1
5908
1.1
568*
2.0
-567
23.0
5SS1
5874
8-'
. 586
25.4 V.6
-583
57^
. 56*
88.7
. 585
04.9
• 585
07.2
' . 5
8475
.9-5
8494
.6
. 584
75.6
. 58*
57.1
8891
.4. 5
8595
.4
5844
3.858
419.*
58*1
1-6
5839
1.958
3603
5832
0.*58
3003
5830
6.1
5832
2358
355-
1
5851
BS
5847
3.:
. 584
2731
58
394.9
-5
8365
3 58
337.6
. 5
8327
.6 . 5
8312
.9 58
307.7
- 5
8297
.4 58
281-
1 . 5
8267
.7. 589
63.6
. 590
52.5
. 583
79.5
. 582
65.31
•58j
j0fr8
'588
75.7
5935
5.7~5
889l
. 587
23.7
-586
08.1
•585
11-4
. 5
8462
.1 . 5
8422
.8• 5
8391
5 -5
8370
.2. 5
83*1
-0
5832
6.0. 5
8318
.6- 5
8298
.8-5
8292
.3- 5
8281
.7 58
270.9
.585
68.9
. 5
8453
.8'
. 584
05.7
-588
01.6
- 588
62.4
. 594
98.1
-596
11-3
. 5
8731
.5 58
512.2
-5
8443
.4
1113
^
-j
^1^
5839
5-8
5637
0.1
583*
5.7
5633
0.1
5831
8.5
5830
5.7
5829
9.1
5827
7.2
5827
3.8
582*
3.1
5823
3.1
5822
6.5
g S82
Mp
5863
2.6
5869
4.3
5865
3.J
5851
' 58
*55-
9 56
*70.2
19
7.7
5631
6.9
5833
0.4
5833
9.8
5635
9.1
583*
7-5
5831
9-7
5829
2.7
5827
6.7
5825
3-7
5826
2.0
5824
9.2
562*
7-2
• 582
*9.3
56
223-
1 56
207-
7
BB
Jii
"*56
379.8
58*8
2.*
5861
4.7
5879
0.758
519.
158
*32.7
5840
5-4
5833
9.556
316.5
-583
07.6
58
305-
5- 5
8320
.5-5
5350
.1
. 583
16.6
- 582
84-4
- 582
70.1
- 582
60.3
5825
3.4• 5
8241
.1- 5
6239
-1
5821
8.5
5319
7.*
5859
S?
- 585
09.
. 56*
45-7
. 5
B373
-5
5833
35
. 583
10.2
5829
7.7
5830
35
5831
2.4
5827
8.0
5B29
1-2
5830
0.9
5830
*3
5828
8-7
5825
23
5823
1.4
-562
21.4
. 5
8205
.1 . 5
8195
.3
R
10
"luJ
SL 5
8183
.6
jjmm
, * i
1581
70.9
A
581
81-4
UJ
UJ
UJ
UJ
uJUJ
UJ
UJ
UJ
UJ
UJ
UJ
5829
3-8
5830
0.6
5827
6.5
5824
5.5
5825
3.2
^818
2.8
12.7
5827
4.6
5821
7.2
,5613
8-0
5616
4.7
5822
17
5816
0.1
5849
5.0
5938
7.3
5681
5.0
5866
6.4
5857
5.1
5863
1.0
5866
5.6
5693
6.4
5872
9.1
5857
8.1
58*3
9-2
5838
8.4
5838
6.8
5639
4.9
5837
9.0
5838
5-6
5832
8.1
5829
9.4
5828
3.2
5827
5-2
5826
0.7
5825
3.8
5826
0.4
5825
8.0
5823
3.7
5822
5.2
5820
4.2
5818
*-5
5816
1-1
1581
40.0
UJ
TL 1
500
M
TL 1
000
N
UJ
UJ
UJ
UJ
UJ
N lDe
clinati
on:
12*
W.
LEGE
ND
Scale
: 1:5
000
Profi
le Sc
ale:
500
nT/cm
.
Profi
le Ba
se L
evel:
58
,200
nT
SURV
EY S
PECI
FICAT
IONS
Instru
ments
: ED
A Om
ni IV
Base
Mag
netom
eter
EDA
Omni
Plus
Field
Magn
etome
ter
Base
Stat
ion L
ocati
on:
4855
m E,
2990
m N
Base
Stat
ion V
alue:
58,14
5 nT
.
Base
Stat
ion S
ample
Inte
rval:
15 s
ec.
100
Scale
1:50
0010
0 20
030
040
0
(mete
rs)
2- 1
50
92
FALC
ONBR
IDGE
LTD.
Robe
rtson
Tow
nship
Proj
ect
White
fish W
est G
ridGR
OUND
MAG
NETO
METE
R SU
RVEY
Total
Field
Pos
tings
ft
Profi
lesRo
berts
on T
owns
hipLa
rder L
ake M
ining
Divisio
nOn
tario
NTS:
42 A/2
Map
No. R
TP-01
Survey
4 Prese
ntation:
Jech
Terrex
Inc. Ook
vfc, On
tario
October,
1992
42A02NE9350 2.15092 ROBERTSON
210
TL 3
500
N
UJ
LJ—
t
O o oo o * —
U-*
—— o
o 01
O o rO •*^"
3500 BASE
UNE
TL 1
500
M
BASEUNE
TL 1
000
TL 1
000
TL 2
800
TL 2
700
N
Decli
natio
n: 12
* W.
LEGE
ND
Scale
: 1:5
000
Conto
ur Int
erval:
50
nT.
250
nT.
1000
nT.
2500
nT.
SURV
EY S
PECI
FICAT
IONS
Instru
ments
: ED
A Om
ni IV
Base
Mag
netom
eter
EDA
Omni
Plus
Reid
Magn
etome
ter
Base
Stat
ion L
ocati
on:
4855
m E,
2990
m N
Base
Stat
ion V
alue:
58,14
5 nT
.
Base
Stat
ion S
ample
Inte
rval:
15 s
ec.
100
Scale
1:50
0010
0 20
030
040
0
(mete
rs)
2- 1
5092
FALC
ONBR
IDGE
LTD.
Robe
rtson
Tow
nship
Proj
ect
White
fish
West
Grid
GROU
ND M
AGNE
TOME
TER
SURV
EYTo
tal F
ield C
ontou
rsRo
berts
on T
owns
hipLa
rder L
ake M
ining
Divisio
nOn
tario
NTS:
42 A
/2ya
p No
. RTP
-Q2Sur
vey 4
Presen
tation:
Tec
hTerrex
Inc.
Oak*,
Ontario
Oct
ober, 1
99242A02NE9950 2.15092 ROBERTSON
TL 3
500 N
BASED!
TL 2
500
N
TL 2
000
N
TL 2
000
N
TL 1
500
N
TL 1
500
N BASELINE
"\ N
Declin
ation
: 12
' W.
TL 2
800
TL 2
700
LEGE
ND
Scale
: 1:5
000
Profi
le Sc
ale:
20 %
/cm.
In-Ph
ase
Profi
les:
Quad
rature
Pro
files:
Plo
tting
con
figur
atio
n
TL 1
000
SURV
EY S
PECI
FICAT
IONS
Instru
ment:
ED
A Ins
trume
nts O
mni
Plus
VLF
rece
iver
Tran
smitte
r St
ation
: Cu
tler,
Maine
Tran
smitte
r Fr
eque
ncy:
24.0
kHz.
Initia
lizati
on D
irecti
on:
N-S
Lines
; Fa
cing
North
E-
W L
ines;
Facin
g Ea
st
NOTE
: Ba
se f
t Tie
-Line
s su
rveye
d wi
th An
napo
lis,
Md.
Freq
uenc
y: 21
.4 kH
z.
100
Scale
1:50
0010
0 20
030
040
0
(mete
rs)
. 15092
FALC
ONBR
IDGE
LTD.
Robe
rtson
Tow
nship
Proj
ect
TL 1
000
42A02NE3950 2.15092 ROBERTSON
230
White
fish
West
Grid
GROU
ND V
LF-EM
SUR
VEY
NAA
Posti
ngs
ft Pr
ofiles
Robe
rtson
Tow
nship
Larde
r La
ke M
ining
Divisio
nOn
tario
NTS:
42 A
/2Ma
p No
. RTP
-03Surv
ey 4 P
resentat
ion:
TechJer
rex Inc.
Oakville
, Ontar
io Od
der, 1
992
TL 3
500
N-M
.2-3
6.1
-2B.
8-1
6.0
-11.
9
3500 BA
SEUN
E
i N lDe
clina
tion:
12' W
.
BASE
LINE
TL 2
800
TL 2
700
N
LEGE
ND
Scale
: 1:5
000
Conto
ur In
terva
l: i 5 25
SURV
EY S
PECI
FICAT
IONS
Instru
ment:
ED
A Ins
trume
nts O
mni P
lus r
eceiv
er
Tran
smitte
r St
ation
: Cu
tler,
Maine
Tran
smitte
r Fr
eque
ncy:
24.0
kHz.
Initia
lizati
on D
irecti
on:
N-S
Lines
; Fa
cing
North
100
Scale
1:50
0010
0 20
0i (m
eters)
300
400
1000
N2*
l 5
0 9
2^
r n
tr
FALC
ONBR
IDGE
LTD.
Robe
rtson
Tow
nship
Proj
ect
1000
HWh
itefis
h We
st Gr
idGR
OUND
VLF
-EM S
URVE
YNA
A Fra
ser
Filter
Con
tours
Robe
rtson
Tow
nship
Larde
r La
ke Mi
ning
Divisio
nOn
tario
NTS:
42 A/2
Map
No. R
TP-04
Survey
4 Prese
ntation:
Tech
Terrex I
nc. Ook
ville, O
ntario
October,
1992
42A02NE9950 2.15092 ROBERTSON
LU
UJ
UJ
UJ
UJ
UJ
UJ
UJ
UJ
UJ
T--
O
CN
r--
an -
*- t
- *~
-
^-
co
i-;
TL 4
800
pq
ip.
(oat
oi
TO•*t
- ro
r*
. o 0
0
O
M
TOS
to
td3 3
S
S
' .J.
"?
™?
eq
c-i
r^oo
oo
to
o. ffi
91
(o
COD
r"?
0j
ri
to
ryn -
j-
tdh-
*
i*)
di
—
S
35?
——
r
- CS
'
5832
2.1-
5538
4.0-
5642
5.9-
5849
1.4
-•58
583.
4-5
8641
.9-
5865
5.7
5863
3.7
5B52
5.9
5842
2.9
5833
5.7
5825
8.2
5820
0.7
139.
0 90
.5^-
5*03
9.5
TL 4
300
N8
^806
7.2
5824
3.0
5842
4.6
5850
2.;
- 58
583.
0'-5
8570
.9-
5845
6.8- 5
8361
.1 58
302.3
58
260.8
58
216.4
58
176.
0 i5
8142
.5 11
6.2
.8097
.1 I7
2.9
1055
.2 I5
5.6
BASE
LINE
5717
5.757
167.1
5717
8.157
J67.2
57
175.9
57
*68.1
57
J59.7
57
164.6
57
58.6
57
48.3
57
48.9
57
52.6
57
65.5
57
70.0
57
53.8
57
66.3 ke.4
TL 3
300
1432
.259
315.1
,5
9082
.3
- - 58
Q09.3 14
.658
64
- 59
284.
1
5844
5.1
5857
7.2
5870
3.6
5861
: 58
498.E
58
425.
0 58
380.7
58
379.0
58
339.3
58
321.9
58
296.
9 56
270.7
58
217.
3 58
159.1
58
142.2
12
0.5
.089.8
06
4,1
52.0
361.9
5841
6.4
-583
98-4
58
366.0
58
337.2
58
331.8
58
240.6
-581
86-0
56
190.8
58
217,9
. 5
8172
.9 15
8169
.5 &8
103.8
07
2.0
56.6
054.1
-
579
5781
56'
" •58
*620
.5 .5
9084
.4•5
9111
.3
•591
19.3
.59
087.3
.1.
6-•5
859)
--584
51.!
- 58
352.8
'
5829
8.7-•5
8301
.7- -
5833
2.8
5828
0.5
5822
7.6
5818
3.9
.5814
5.6
.118.0
.10
5.6
1.5
072.9
883
54.3
5866
9.1-
5873
6--
590
15.0
59
7K.9
59
64*3
58
970\
-•586
41.fi
1
- - 5
8545
.2-
5847
7.0
5841
4.0
5638
5.3
5635
6.3
5829
0.9
5821
4.0
5821
7.4
5821
5.6
5616
2.7
5615
2.4
4J58
127.
6 58
248.
7138
0:
1142
,658
503.6
5881
6.5
5891
8.6
5890
7.7
5887
0.2
5879
2.6
5869
0,8
•585
80.3
5850
6.6
5843
8.9
5836
7.1
5830
7.3
5826
3.4
5824
4.4
5823
3.5
5820
5.9
5819
9-4
(581
58.7
|5814
4.9
.581
53.4
^ s
i*
SV
I U
1
U1
i2is
. .
.7.8
I 58202.8
58567.1
566
--ssj
585
58586.5"
58600.5
-58571.7
--585
19.3
58
486.7
- 58
429.
0-
5639
0.2
5833
4.5
--5B3
26.1
58
327.7
-553
11.4
58
299.0
- 58
269.
4 58
239.6
58
219.7
58
225.7
59X52.
059
233.1
113.J
59
05
5948
6.9
5905
1.4
5888
9.9
5866
0.3
5855
0.6
5844
2.0
5845
7.6
5842
6.5
5834
8.4
5833
5.3
5823
3.2
5821
6.8
5816
2.5
5815
0.5
134.1
•5.
0••
51
57S
'66.0
'
5849
3.0
5893
0.9
5891
1.0
5872
2.0
5850
6.9
5839
6.0
5833
5.2
5827
5.5
5819
0.7
5816
8.0
1813
4.3
)809
4.3
)811
1.5
1812
4.6
1809
7.0
.8109
.4 .80
92.3
5814
5.4
5814
4.7
5814
1.1
643.
459
023.
358
724.
858
557.5
5853
9.358
526.4
5849
0.858
481.
4
5851
7.7
5855
1.9
5844
6.5
5841
6.5
5840
1.0
5838
5.858
357.9
5831
8.1
5829
3.758
251.6
5820
9.358
228.
058
199.
558
185.6
587
5873
7.258
742.9
5857
9.6
-585
02.4
58
436.7
58
421.9
58
359.7
ginTT
T-5
8299
.558
287.1
44.7
5669
2.4
5861
6.1
5862
1.4
5860
5.6
5854
8.2
5847
0.8
5644
1-5
-583
86.9
-58355.9
58438.1
58491.4
58359.3
--58510.8
171.5
58239.3
OD
o?
att
-381
35.5
58
756.6
5887
2.9
5902
4.0
5910
&2
5B90
3.0J
1587
.2 ;o.5
5844
-f 58
471.9
'
5842
2.0
5836
1.7
5832
2*-
5827
8.5
5830
3.558
292.3
5827
8.7
5819
3.1
4561
80.5
56
161.0
18
7.4
154.9
13
4.4
'2.7
5791
6.6
i.O
-5S
5833
2.1
-.586
4
-- 58
783.
4
5849
A7
6021
Q.3
5846
?*
5841
9.0
5827
6.8
5827
7.8
5821
7.5
5817
3.9
114,6
5944
4,(
5930
3.7
5912
3.1
5889
8.1- 58
715.
2- 5
8577
.0- &
8515
.9 l
5875
8.8
- 58
705.7
--58
514.
8 58
356.
5-
5629
5.7
5824
7.8
5816
1.3
4-^8
110.
9 .7 166
5744
7J
w-
r~
CI
Sff
i
5821
5.1
5818
7.7
5821
3.7
5821
6.9
-582
22.1
5821
5.9
5820
9.9
5820
1.0
5819
1.9
-581
92.0
1581
67.1
\581
40.7
B129
.6 15
8140
.6 15
6153
.5 15
8165
.7 31
37.8
(581
37.2
\581
43-0
31
34.6
3126
.8 31
15.5
5820
3.658
220.1
5826
1.158
293.3
5630
5.956
340.7
5831
2.158
275.4
5825
5.058
271.
358
257.
558
269.3
5826
0.6
5827
5,558
261.5
5822
8.358
217.
1
5821
6.7
5819
9.158
213.6
5817
9.7S8
206.0
5836
4.3
5637
9.3
5836
6.0
5833
9.1
5834
8.6
- - 5
6349
.9 58
309.
5 58
254.0
K J
if -
t
- 583
64.2
5835
3.2
5829
9.1
5832
1.3
5635
7.2
5834
5.7
5826
3.2
5821
0.7
5820
6.7
5822
0.6
5824
0.2
5821
6.4
5822
1.9
5821
7.6
5819
9.8
5821
1.3
5818
0.0
5819
6.7
5821
5.8
5816
9.2
5817
1.8
.5814
8.5
5950
62
59O
T.4
5029
3.3
5958
1.1
5883
1.8
I.2'J8
.0
5873
5^
5860
9.9
5851
3.8
5B54
5.9
5860
7.4
5851
3.2
581
583
5830
9.8
- 58
269.
2 ..6
5855
5.1
5850
2.5
5843
7.5
5846
9.5
5844
8.1
5638
2.7
5834
7.3
5829
8. l
5827
7.9
5822
4.4
123.9
57
MO.
O 57
WI.4
57
85B.
3 57
8115
57
8oJ.3
57
86^5
57
7313
57
544.7
57
691.;
!
5965
0.2 167.7
5850
0.1-5
8600
.6-5
9703
.0-
- 594
10.2
-- 60
363.4
- 60
081.5
1598
64^
5890
3.6
59*0
*9.7
5875
1.7
- 58
798.5
58
661.9
.77
.8 58
531*
1-5
8490
.3-r
5844
1.6
- 58
403.
8-•5
8381
-3-5
8340
.3--
583
17.5
-583
15.2
-583
68.7
- 58
618.7
-•585
87.7
--584
71.0
-- 58
674.5
•585
51.0
5847
2.0
5833
1.5
5633
7.7
583H
.1 58
293.6
58
237.1
58
210.3
58
211.0
58
220.8
58
217.0
58
194.2
58
208.4
58
159.0
58
144.0
58
145.0
58
143.6
58
154.1
12
8.6 .0 ,2.6 i7.5
5829
3.7
5826
1.1
'--58
277.
5
5846
3.2
5836
5.8
5623
0.4
5822
4.0
-V 58
200.1
56
176.0
1)
5611
6.3
5814
3.7
6811
2.0
3026
.9
6612
4.2
5823
2.1
\561
43.7
&8
107.0
58
130.0
58
143.8
18
091.9
fc
r,
(D
c-j
W.SS
t in
Bis
5835
6.1
5858
9.3
5865
1.4
5850
0.0
5639
9.3
5836
4.2
5842
9.2
5636
7.8
5835
7.6
5824
0.4
5822
9.4
.139.9
10
3.2
.5816
6.2
(7.7
5828
5.8
5820
8.2
5821
1,7
5823
5.6
5825
1.5
5836
3.9
.259
948.9
60
6 60
76
5979
8.4
6006
0.5
6118
2.7
6103
1.8
.4.0
+ 59
29JT
3 58
926.2
5908
9.0
5876
\4--
5870
2.)
- 58
805.9
59
064.
8 60
027.9
- 60
032.2
- 58
452.0
58
216,3
58
166.2
3094
.561
053.3
60
U33
59
503.6
'.4
6178
5.5
6340
2.162
320.8
17
04.1
599?
5943
6.459
220.0
76
.658
907.5
5879
6.758
701
5863
1.58
598.8
5856
7.358
491.1
\
-584
62.9
5841
2.0
BASE
LINE
BAS81
13.7
5815
8.2
5819
4.358
166.7
5817
2.758
175.2
5817
4.9
5815
8.558
167.
2
5815
9.8
5815
6.6
^581
46.5
5821
9.2
5827
9.0
-583
06.5
5830
1.2
5826
3.2
5824
2.2
rr 58286.0
l - 5
8297.1
V-58265.0
V l 58256.7
58249.1
58265.9
TL 2
800
N
TL 2
700
N
en
to
us
to
tp
O
.581
65.9
5812
9.215
8150
.158
156.5
5614
8.158
153.
4
5814
7.9
1581
52.3
5815
8.758
134.3
5817
9.3
- 582
49-9
58
291.3
58
303.
3 58
274.
2 58
266.9
58
222.
6 58
205.8
5B
207.6
58
194.7
56
155.2
58
166-
4 58
165.
2 58
147.
8 56
144.
9 58
143,
4 58
H1.
0 58
146.1
58
162.8
58
146.9
58
144.7
15
6131
.6
7581
43.5
5B39
3.558
456,4
5844
1.3- 5
640B
.O58
381.
558
347.7
&531
4.658
298.7
-582
57.0
5822
8.3
5823
9.2
5822
0.4
5822
2.1-5
8194
.7 , 5
8177
.2 15
8161
.3 15
6150
.8 \5
8139
.5
1127
.1 31
12.5
3131
.4 31
18.2
5836
1.8- 5
8476
.0 58
461.6
58
421.8
-583
67.5
5835
7.6
5832
7.1
5828
9-0
5824
7.9
-582
32.5
5821
7.1
5620
1.9
, 581
78.5
l 561
73.6
1581
60.1
8130
.4 58
131.0
I5
8H2.
9 31
32.8
8107
.2 08
3.4
075.8
31
09.4
5835
1.0
5841
9.6
5840
7.158
379.6
5835
5.558
339.9
5834
0.0
5834
1.2
5834
0.9
-583
16.9
58
281.8
58
236.6
58
166.2
^5
6153
.5 51
10.4
3107
.1 39
3.4
44.9
3071
.8 05
3.3
037.
4 i03
7.8
S 9-6&
B.9S
5.4
5839
5*1
5837
2.01
5837
6.5-5
8369
.6
5842
4.4
5844
6.1
5845
5.8
5844
1.8
-584
01.1
58
304.
2 58
266.
3 58
363.
0 58
238.8
03
4.9
036.
9 H
7.6
36.8
3110
.5 (5
8143
.3
.561
98.4
31
00.3
5898
7.4
5867
, -S.
5846
6.9-5
8426
.7
5839
4.7
5836
6.8
5833
0,8
5834
2.1-5
8372
.1
5841
4.0
5843
2.5
5841
1.1
5840
8.6
-584
03.5
58
447.
3 58
430.
0 58
417.
0 58
413.
4- 5
8406
.9 58
418.
4' 5
8416
.0
5841
6.8
06.7 M
5866
2.958
702.6
5413
7.558
439.1
5849
7.1-5
8379
.6
5631
1.0
5838
3.6
5829
3.1-5
8305
.1-5
8332
.5
5825
2.3
5828
2.7
5823
0.5
5821
6.0
-582
27.0
58
245.4
-582
11-2
'5816
3.5
5826
1.5-5
8282
.458
207.
958
1822
\581
533l
l
™56
12S
J 581
42.9-b
66M
.B
- 58
412.9
-•583
33.8
- 58
375.7
-- 58
367.0
- 582
66,7
5824
0.4
5820
5.1
J581
40.7
1581
39.4
3145
.9 34
6.0
^ 5
8303
.2 09
5.2
37.2
93.9
99.8
/581
40.3
[5
8160
.8
5817
9.9•58
r; J181
.9 .5
8? \*
5864
7.660
008.4
5867
1.0
5B47
4.5
5838
9.4
5634
4.3
5825
1-7
5823
9.4
5822
0.5
5822
9.0
5817
0.3
5821
4.7
5824
7.4
5817
2.3
5818
0.6
5816
8.4
5815
5.5
120.9
10
3.0
124.6
11
0.5
5829
1.5
5834
TS
5654
56
420.5
58
382.
4 58
315.
0 58
347.6
58
429.9
58
421.9
58
337.4
56
327.1
58
366.
4 58
301.7
56
257.
6 58
308.
4 58
431.7
58
409.6
58
438.0
I/A
8581
.8
.989.1
.32
.8 58
163.7
5840
4J
5879
58
764.1
58
464.6
-584
29.8
58
367.
0 58
379.1
58
436.
2 58
404.1
-564
05.0
56
339.2
58
327.1
58
268.
6 58
218.
6-5
8265
.3
5825
0.1
5819
7.3
5817
6.7
J 170
.3 11
82.2 9.8
5838
4.156
364.
558
330.8
- 58
340.6
- 58
346.
6 56
347.
0 58
402.
2--5
8457
.9
5849
9.7
5851
1.2
5853
1.2
5847
3.7
5845
5.5
5832
5.0
5830
4.1
5837
7.6
5829
8.6
5850
7.0
5827
3.4
. J
SS
PS
S
JIO
ll39
0.4*-
681 W
,l
.0282
.1
5867
4.1
5851
8.5
5843
8.1
5838
4.8
5834
6.3
5826
9.9
5822
9.0
5817
6.6
5815
8.5
i226.7
LO
CD
F: S
gffi
5930
9.3
5888
1.7
5862
2.0
5842
3.5
5835
8.5
5832
4.0
5829
3.4
5820
6.8
5819
8.9
1.512
7.9
5^66
.2
514.0
687.
7
-576
i2.7
5884
58
813.7
58
862.0
58
865.5
58
244.2
58
152.5
58
186.9
58
210.6
58
227.6
-^
5813
7.1
'- 58
247.1
58
372.3
5654
6.1
3-2
g210
J 58
824*
!! 58
381.5
8289
.0
-589
01.1
6464
1.6
6199
5.7
6114
2.9
6003
6.5
M44
3.7sS
Ysu.i
5693
5S
5884
2.'
5877
8.0
5868
4.9
5860
7.9
5856
1.8
5851
0.558
462.3
5844
0.558
422.
3
5852
0.1-
5873
3.1
5886
9.8
5854
1.9
5846
1.4
4- 58
410.5
58
359.4
58
322.1
58
261.0
58
225.9
-4
-582
08.4
58
773.9
/581
34.0
5827
5.2
^580
96.0
l58
328.1
•jS&A-w
5825
2.0
5825
7.6
5823
7,158
195.
6
6000
0.556
9558
349.
4;
6553
8^
6112
8.9
1761
.8,Is
59E
5925
8,458
973.1
5882
2.858
775.
058
680.1
5857
5850
9.658
479.
1
5839
6.4
5836
4.558
309.1 14
.0
5914
3.516
96.3
6138
7,4
6080
0.7
5929
6.1
5910
1.2
5892
8.7
5874
8.0
5859
8.0
5849
6.7
5848
1.1
5850
4.3
5851
5.3
•584
25.5
5838
5.8
5840
8.3
5836
9.0
5635
0.4 igw58
305T
5729
4.^
04.2
5994
9A
- 60
017.7
59
047.7
'90
.2-•5
96
--597
60.9
59
486.5
59
566.1
5911
2^
5889
2.1
5870
0.9
5837
0.9
5630
0.8
•583
86.2
58
379.
4 58
324.1
58
277.
4 58
248.1
58
262.6
58
221.7
12
11.7
'5850
7.9
5826
4.2
'5814
2.8
5829
6.5
li.O
57*5
.9.4
5774
B49.
7
5866
3^58
593.2
5852
9.2-5
8462
.4
5843
2.5
5839
9.6
5635
1.3
5838
8.9•5
8282
.5
5826
3.0
5827
0.1
5827
3.1
5838
1.6
1131
.1 51
.0 31
8.4
5^86
.9
3126
.8 -W
ggC
5964
1.8
"St
-589
67.6
^588
75.3
14
6.7 3.3
5845
^6-5
6405
^ 58
385.6
58
332.5
58
289.
0 58
234.
3 -5
8255
.9
.582
09.9
B0
12.9
5823
0.6
.582
27.2
04
6.1
57^3
5.7
578*
2.9
5781
S.7 9.9
5-7* 5
S
5845
1.9
5839
2.0
5842
4.3
5836
7.4
5833
9.9
5832
9.7
5828
9J
[262
.2
5837
6.7
5841
2.2
5850
5.4
5852
2.3
5861
8.1
5826
3.9,
5844
7.(
5907
5.6
5905
8.3
5861
6.7
5905
7.9
5900
8.8
5915
2.5
5925
5.9
5695
2.2
59 19
88.4
'171.4
58
9S
5926
1-C
15QM
9.*
5848
2.;!
5845
5.5
5856
3.2
5846
7.1-5
8653
.2
5855
6.0
5869
6.3
5839
2.8
5839
4.4-5
8322
.8 58
296.6
58
234.9
.5
8191
.5
i126.
l 6.9
- 64
263.6
1.5
2851
.1
-606
81.9
.--5
9920
.7-
5952
2.8
.9291
.3 59
*176
.0 22
.3 .158
8*2.9
58
881.9
56
6?!
5858
3.81
--585
45.6
58
524.6
( 58
437.7
- 584
95.2
5840
0.5+
5834
7-4
5833
6.158
436.
7
5670
4.4
5854
5.4
5650
4.3
5644
5,8
5843
9.8
5836
7.3
5830
3.2
5833
8.2
5825
9.2
5823
1.2
5819
1.1
1130
.0 J7
5.0
18.
- - 59
2413
58
882.9
- 584
98.7
--586
31.6
.
5894
9.58
503.4
5841
4.9
5633
8.1
5827
9 58
28
5631
5.1
5833
7.2
5831
3.9
5832
2.0
5831
0.5
5829
7.3
5823
8.4
5830
3.8
5825
7.0
5827
6.2
5825
0.1
5819
3J
5820
6. 19
0.2 '•S
5902
5.1^
ir
i O
5860
1.658
707.6
T*
589*
7.5
5882
( 59
078-
t 58
864.5
+
5663
5.2
5869
8.1
5871
9.7
5893
9.6
5890
0.8-l-
5888
3.1
5874
3.9
5869
5.2
5878
3.2- 5
8751
.0--58884.8
59086.6
58625.4
56635.6
58481.9 5
.5656
1.1 E,1M.
*?
6 ' c
-l en
. 10
it)
H K
ffi
5880
0.058
703.7
5856
9.458
501.3
5845
7.2
5843
6.7
j 58
422.2
l
5643
5.1
' 583
90.1
-- 5
8344
.0
5636
5,1
5836
6.6
5833
5.5
5831
1.1+
5M
58
421.
4
- 58432.0
58443.5
- 58427.0
-f 56
434.2
l
5636
7.7
5862
6.2
5853
8.2
5848
7.1f
5645
5.6
5839
0.2
5835
8.6
603
- 60
463,8
60
162.8
-600
18.0
59
589.2
40
1.3;
5922
7.7
589S
tr 58
982|
--590
56.)
5890
7.1
5855
0.8
5883
0.9
5866
5.2--5
8639
.4-
5668
4.8
5859
6.2-5
8533
.7-
5652
4.1--5
8540
.4
5848
2.1- -
5847
8.6
818:
l-
6207
5.4,
60
418.3
- 59
500.8
--59
163.1
59
065.
8 59
551.
2-
5870
9.2
- 58
789.
6-•
5874
6.5
5876
8.0
5660
4.4
5859
6.6
5857
0.3
-- 5
6500
.3
5847
1.6
5816
4.6
5833
5.9
5832
9.3-•
5846
3-,
5643
4.8
5837
9.9
5843
8.7
5643
9.4+
5838
5.8
5B25
8.5
5823
7.5
5824
4.3
5823
6.3f
5824
3.8
5821
7.9
5824
3.5
5825
1.4
5846
1)--
590K
.6
5905
2\
5874
0.8'
5854
7.1
5842
6.0,
--585
47.2
59
006.3
1 58
961.
8
.99.4
58&
U58
540^
58
448.
4 58
232.
9 58
337.
9 58
272.
0 58
184.6
58
195.1
-i-58
187.5
58
182.2
58
140.0
58
217.5
- 56
686.8
*--58919.5
58776.4
58669.2
58591.8
58605.9
--587
24.3
^-5
6671
.7--5
861J
5915
8.8
5884
1.0
5870
J,;
- 58
312.8
"
5848
9.1-
5635
L 58
SM.2
581 B
S!
5822
9.1
l-' 58
254.1
l
5824
8.^
5834
^4
'4.9 '.7
5820
6^
5827
0.3
5863
9.1-5
8451
.1--5
6660
.3-•5
6571
.9
+PSP
&
5905
3.1
S
5844
5.0
5843
0.3
5854
0.0
5654
5.7
5855
0.2
5844
7.8
5641
9.3
5837
1.7
5831
2.0
5629
9.4
5820
5.8
5839
4.7
5634
1.3
5847
3.9
•89'
1832
0.4
)852
1.7
3857
M
.9036
.4 56
507.
3 56
539.1
58
605.
4 58
956.7
58
782.
2 58
505.9
58
543.
8 58
655.
5 5B
765.
7/
5628
5.2
5904
B.8
- 59
077.
2 59
378.
7 59
363.
5 59
196.
4--
591
46.0
5929
1.2
5930
9.6
5912
5.9
-- 59
107.
9- -
5926
4.1-
5953
9.4
5899
0.7
5897
1.2
- - 58
870.7
- - 5
9272
.4
j 59
059.
2 56
804.
2
5864
*3-
- 56
686^
1-5
8553
.1-
5842
8.7^
-•58
434.
3'
-- 58
345.
4 58
389.
3
646.
2
S
S704
0.Q
5725
3.2 rT58
158.0
•f
6810
8.5
s582
03.9
5^33
.9
6007
0.1
6008
0.9
5*65
©
•596
71.5
59
439.8
5887
1.1-5
9110
.6 58
827.3
LO
5853
0S
5865
1.8
5842
9.9
5837
9.3
5836
5.2
5836
0.9
5834
1.5•f
5834
0.0
5855
2.3
5850
3.9
5846
5.9
5828
4.3•f
5853
5.6
5884
6.9
5867
3.5
L568
7B.5
M 63
.3 89
.0 59
1 59
236
592K
.7
5955
\3
5886
8^
587S
8.0\
58
492.5
-585
41.1
5845
1-3
5841
3.7
5633
9.6
5849
0.6- 5
8i37
.3
5836
9.6
5830
3 58
3510
58
349\
58
336.
l 58
410,
3' 58
429.3
52
4425
:.,-
^
to
BO\ e
o
5916
2.2
5902
5.7
5699
3.7
5882
1.7
5871
1.4
5884
9.0
5880
3.0
5870
3.9
5866
3.9
5858
8.4
-586
24.5
5860
5.9
5844
9.3
5855
5.6
5848
3.8
5634
0.8
5853
8.0
5879
9.1
5860
5.1
5876
4.8
5866
1.3
5864
4.5
5863
2,0
- 59
06^
3102
.4
- 59
029.2
5942
3.256
539.5
+ W
11-7
19
.2
5912
4.1
5916
6.9
5900
5.6
5918
2.2
5899
7.7
5903
0.9
5909
5.1
5909
8.9
5916
9.8
5945
9.0
5924
2.3
5893
3.4
5950
9.2
5916
4.5
5895
3.2
5903
7.7 ,3
'.3
5964
9.8
6070
1.2
5973
9.2
5923
1.7
f 59
156.4
59
470.0
59
339.2
59
306.
5
--590
91
- 59
290.5
- 59
479,o
)
5852
9.258
563.9
5854
0.158
597.7
5848
5.156
436.7
5844
7.358
422.0
5831
0.458
427.2
5641
1.858
561.
458
688.7
5872
8.759
438.6
5877
0.4
5838
9.458
424.3
5637
0.556
347.1
5838
6.158
398.7
5841
8.4
5835
0.258
395.2
5834
1.658
402.5
5834
0.358
443.
758
384.3
5851
5.5
5836
2.9^
.3.5
5906
3.7 6.258
865^
58
613.8 6.
2
5842
2.5
5837
9.9
5830
5J
5847
8.3
5843
8.0
5839
5.3
5835
3.1
5824
7.3
5819
3.1
5822
2.1
5823
0.7
5841
8.5
5856
7.2
5840
7J
J24.
0 59 59
031.8
* 58
564.8
56
369.5
58
403.9
O)
1C
!2fe?
g
5859
8.958
368.0
5842
6.258
471.2
5857
3.358
526.
658
492.8
5853
6.558
523.4
5855
0.059
089.3
-l-58
855.0
5844
2.558
195.2
| 58
251.8
l 58
250.5
- -^6
057.
5 1.0
155.5
'48
.5 16
6.3--5
8437
.2
5848
8.3
5924
5.1
5869
6.7
5868
0.8--5
8452
.7
5842
0.8
5834
0.1
5839
2.2
5834
0.6
\
353
--588
41.2
58
876.4
58
926.7
- 58
634.3
i
5928
6.7--
5900
8.3
5881
1.5
5881
6.4
5869
6.3
5641
2.2-f
585
00.9
5835
5.6^5
8099
.0
5831
6.5
5828
6.2H-
5828
9,2
5818
4.4
Ifc80
87.5
5823
9.0
5829
6.6'45
8687
.7
5695
4.5
5911
9.6i |
5917
6.5
I588
24.6
5939
3.3
5909
7.5
5966
1.6
5933
9.0
5901
9.5
--582
93.fi
- 58
283.
458
188.
056
406.8
5844
5.7--5
8348
.8
5843
3-5
- 58
532.4
56
446.8
V58
329.5
5825
3.0
.581
90.9
5826
0.8
•590
61.1
5676
1.9
5855
5.5
5843
6.8
5836
2.7
5829
3.6
5827
1.3
5847
0.5
5841
5.6
5836
2.3
5835
3.258
169.
7
5829
6.7
- 58
280.9
- 58
263.
2 58
252.
0 58
219.7
58
181.
0 58
193.
5 58
775.
6-
5836
6.3
5834
3.4
5831
7.7
r-
^582
70.6
\ 583
74.7
58
342.
6 -5
8304
.3TL
280
0 N
a Q3
co
"S
*5
iTS
LO
*n
"^
irt
*M
oo
-*
r:
* fi
s fca
J?O
* —
-r—
r—
r-
jn
OQ
o
?
CD
4
K
in
trt
irt
"*
tbsfc
^r^
t
O r—
-^
ift
is
irt
^,
rt
^ f
-*
t-J
C
3 K
sUais
s s
^r-t-
tczr
^±^
o
oo
-^t-
f.1
.i -L
:
•j
CJ
^D
lO
O
C
•4
P5
-CS
p
*-
'
? ff
il*-f
e S
S\ —
1 ——
\- — 1 —
— 1 —
— '
O
O
CD xf-
irt
io
in^
^~
O
O LO
-*4 —
— i —
— i —
— i —
— i —
iTt
*O
O)
Ol
CO
tD
K)
. r-
* -O
l ^
5
S S
late
SK
irt
io
in
-H —
——
1 ——
— " —
——
1 ——
— 1—
— -G
——
o LO
4— i—
Hd r
* ^
t*8
^ T
^
UJ
io^-
d^30
63.0
8077
.9
8095
.7TI
5810
9.31
L
-1^1
* ^
.14
LJ97
P."
/VJ
o
o LO
*^T
l —
— i —
— i —
L
QUAI o
o LO
i i i
^
UJ o
o LO
L
O
o o CD
LO
O) O O
CO
UJ
UJ
o o
o o
T-
CNI
tO
CO
O o rO
CO
o o
xj- CO
LU
O o LO CO
UJ o o CO
CO
o o r^ CO
o o
oo CO
o o CN
LO
TL 4
800
N
Decli
nation
: 12'
W.
TL 4
300
NLE
GEND
Scale
: 1:5
000
Profile
Scal
e: 50
0 nT
/cm.
Profi
le Ba
se L
evel:
58
,200
nT
BASE
LINE
SURV
EY S
PECI
FICAT
IONS
Instru
ments
: EDA
Omn
i IV
Base
Magne
tomete
r EDA
Omn
i Plus
Reid
Magn
etome
ter
Base
Statio
n Lo
cation
: 48
55m
E, 29
90m
N
Base
Statio
n Va
lue:
58,14
5 nT.
Base
Statio
n Sa
mple
Interv
al: 15
sec.
100
Scale
1:50
0010
0 20
0i
(mete
rs)30
040
0
15092
FALC
ONBR
IDGE
LTD.
Robe
rtson
Tow
nship
Proj
ect
42A82NE9950 2.15092 ROBERTSON
as©
Whitef
ish E
ast G
ridGR
OUND
MAG
NETO
METE
R SU
RVEY
Total
Field
Pos
tings
ft
Profi
les
Robe
rtson
Tow
nship
Larde
r Lak
e Mi
ning
Divisio
nOn
tario
NTS:
42 A/2
Map N
o. RT
P-Q5
Survey
A Prese
ntation:
Tech
Terren I
nc. Oak
ville, On
tario
October,
1992
TL 4
800
N
TL 4
300
NTL
430
0
BASE
LINE
BASE
LINE
TL 3
300
N
BASE
LINE
BASE
LINE
TL 2
800
N
TL 2
800
N
TL 2
700
N
N
Decli
natio
n; 12
' W.
LEGE
ND
Scale
: 1:5
000
Conto
ur Int
erval:
50
nT.
250
nT.
1000
nT.
2500
nT.
SURV
EY S
PECIF
ICATIO
NS
Instru
ments
: ED
A Om
ni !V
Base
Mag
netom
eter
EDA
Omni
Plus
Reid
Magn
etome
ter
Base
Stat
ion L
ocati
on:
4855
m E,
2990
m N
Base
Stat
ion V
alue:
58,14
5 nT
.
Base
Statio
n Sa
mple
Interv
al:
15 s
ec.
100
Scale
1:50
0010
0 20
030
040
0
(mete
rs) 2- 1
50 S
;
FALC
ONBR
IDGE
LTD. t
Robe
rtson
Tow
nship
Proj
ect
White
fish
East
Grid
GROU
ND M
AGNE
TOME
TER
SURV
EY
Total
Field
Con
tours
Rober
tson
Town
ship
Larde
r La
ke M
ining
Divisio
nOn
tario
NTS:
42 A/2
Map
No. R
TP-06
Survey
4 Pr
esenta
tion:
TechTe
rrex Inc
. Oo
bille, O
ntario
Octobe
r, 1992
42A02NE9950 2.15092 ROBERTSOM
260
TL 4
800
TL 4
300
N
BASE
LINE
TL 3
300
N
BASE
LINE
TL 2
800
N
TL 2
700
N
S 3 0,
Y : 6
.C (X
4 6.6
-O.V
5.2
-Q.J
--5.
0
-M
llfl
12.9
|,-
1,9 W
-2.2
-2.8
^/1-
6-1
.5
0.6
0.0 +
0.1
0.0
-0.6
14,1
| 1.5
,3
-0.7
.3
;0.0
&
--M
.B-0
.9 1
-2.0
-0.4
4ft
W-
7.6
20.6
\ 2.7
-0.4
H U
-2.2
-0
.217
.Y
13.3
; 0.0
12
.5 -0
,2.12
.5 0.0
1,
6--0
,9.4
1 0.4
.4 l 5
.914
.\ l
4.9l.tt
l 2.7
44-0
.05)8
-l -
0.6
4i\-2
.Q.12
.8*'
2,3
Li'
1.3
13.2
f -
18.1
l -l
W
19.0 l
-9(8
18
.1 l
-45
-K7''-
0,9
-9.0
l 1,
+5.1
-21.
9-2
0.3-
-T-4
.6-1
8.5-
1-4.
2
2.-1
0,81
' 2.0
-13.
2J--3
.3-1
5.61'
2,2
-4,4
--1.
0-5
.5^-
-6.8
| 2
-7.71
- 2,
-10.
0 M-
1.-1
3,4
4--O
,-1
7,1
t-1.
9
-16.
9*4-
2.8
-21.
l J-1
.5
-21.
0 +
U.3
-17.
7 l-
1.1
-11,
1,-3
.2-1
2.81'
2,5
l-6
,8,
-8.5
1-1
2.5^
-2.7
-13.
0,'
2,2-1
3.91
' 1.9
-17.
4 1.9
-12.
8)4
2.1-1
3.1
H-1.
9 l
15.2
'* 1.2
20
.8 i
-0,4
25
.8 J*
-2.0
-1
.7
30.1
|)-4
.3
22.1
l -0
,724
,8
17.3
1-0.
5 10
.4' -
1-2
1.6V
-1,8
-17.
0M,
-114
,2 j
12.3
-S0.
5 l
1120
.8 fr
0,6
31.0
f 0
.4
3g
FjJPj
oi!e3
51-
10.3
45.5
-11,
0 30
.5 '
8,9
30,4
- -7.
9 28
10
6.1
....
-4,
8 26
.J '
4.5
26.1
' 4.1
24
.3J--
2.5 4.1
23,1
4.4
3.814
.91
0,5
14.4
}-1.
8 2,
6,
1.1
2 0.0
9
0.1
B 0.3
J-
0.8
3.*
0.7
TfrfT
7 "i.
AftT
t T2V
O'
9-0
21,0
- 7,1
21
18'
6.1
20,1
--4.2
20
.V
3.3
19.71
- 2.3
4fc6
r 2.6
37
.4'
-0.2
36
.0-[
-0.7
31
.7 1-
2.7
5.9
17.1
--4.7
16
,8.'
3.9
14.9V
2.5
14
.21
1-3
-2.1
HJ-0
.e-3
,2|,V
1.6
-5.8
22.9H
-2.1
22.3
il2.fl
27,2
4,-1
-9
21 .s
il-2.
1-4
.6 W
U-1
.7-W
-1.2
14.9
^-1.
9 15
.0'
1.8ne
J 1.5
1.1 '
0,2
'.3
0,1
-5.0
1 7
-6,9
1 1
-15.
9 i '
-2.9
-12.
2 4-
O,
0,0-1
2.4
-O,
-115
j 0.0
-12,
34-0
.-1
3.9
0,3
-18.
8 k
*M \
19-6
J-2
2.11
^1.8
-26.
2H 1
.7 U-2
8.J4
-3.1
-25.
? l
5,4
7,2-2
43 -
7,2-2
*4-
7.0
~21
2^4-
-7.1
-32,
8'
6,6-3
8R
5.9-4
4.^-
3.
3-3
9.2'
4.2
-28/
2--6
.8
3.3
12.6
Mil
117
10.5
4 1
1-9
\ 0.2
f 11
-6
l 0.9
l 11
.6
[ 0.3
Y 1
3.4
1-1.
9^13
.4
-2.8
,4\2
.5-2
.6l|2
.3
TL 4
800
N
N
Decli
natio
n: 12
' W.
TL 4
300
NLE
GEND
Scale
: 1:5
000
Profi
le Sc
ale:
20 %
/cm.
In-Ph
ase
Profi
les:
Quad
rature
Prof
iles:
Plo
ttin
g c
on
figu
ratio
n
BASE
LINE
SURV
EY S
PECIF
ICATIO
NS
s
Instru
ment:
ED
A Ins
trume
nts O
mni P
lus V
LF R
eceiv
er
Tran
smitte
r St
ation
: Cu
tler,
Maine
Tran
smitte
r Fr
eque
ncy:
24.0
kHz.
Initia
lizati
on D
irecti
on:
N-S
Lines
; Fa
cing
North
E-
W L
ines;
Facin
g Ea
st
NOTE
: Ba
se f
t Tie
-Line
s su
rveye
d wi
th An
napo
lis,
Md.
Freq
uenc
y: 21
,4 kH
z.
100
Scale
1:50
0010
0 20
030
040
0
(mete
rs) * 15090
FALC
ONBR
IDGE
LTD.
Robe
rtson
Tow
nship
Proj
ect
42A02NE9950 2.15092 ROBERTSON
270
White
fish
East
Grid
GROU
ND V
LF-E
M SU
RVEY
NA
A Po
sting
s ft
Profi
lesRo
berts
on T
owns
hipLa
rder
Lake
Minin
g Div
ision
Ontar
ioNTS
: 42
A/2Ma
p No.
RTP
-Q7Sur
vey 4
Presen
tation:
Tec
tiTerrex
Inc.
OokviHe
, Ontar
io Oct
ober, 1
992
TL 4
800
N
TL 4
300
N
BASE
LINE
TL 3
300
N
BASELINE
TL 2
800
N
TL 2
700
N
TL 4
800
N
Decli
natio
n: 12
1 W.
TL 4
300
N
LEGE
ND
Scale
: 1:5
000
Conto
ur Int
erva
l: j 5 25
BASE
LINE
SURV
EY S
PECIF
ICATIO
NS
Instru
ment:
ED
A Ins
trume
nts O
mni P
lus M
ag/V
LF r
eceiv
er
Tran
smitte
r St
ation
: Cu
tler,
Maine
Tran
smitte
r Fr
eque
ncy:
24.0
kHz.
10
0
Se®
4:5(
lo5 092
100
200
300
400
(mete
rs)
FALC
ONBR
IDGE
LTD.
Robe
rtson
Tow
nship
Proj
ect
White
fish
East
Grid
GROU
ND V
LF-E
M SU
RVEY
NA
A Fra
ser F
ilter C
ontou
rsRo
berts
on T
owns
hipLa
rder
Lake
Minin
g Div
ision
Ontar
io
42A02NE9950 2.15092 ROBERTSON
38
0
NTS:
42 A
/2No.
RIP-
08Surv
ey 4 P
resentat
ion:
TechTerr
ex Inc.
Oakville
, Ontar
io Octo
ber, 19
92
2800
N
TL 2
700
N
TL
1500
N
uJuJ
p*--
*— - ̂--^
uJ o o 00
-,-J-
UJ o CD
CD
- 1--^
- uJ CD
C*
CD
(N
UJ O O CN
LU
^ 8
S
Sol
i
UJ
^
0
s s
^
CNCN
^^J
UJ c* o 03
OJ ^J
UJ
^
o g
o
S^
^ ^J
^
c? o
en Ol -J
o o
c^ rO ^J
UJ o CD *"*-
1
uJ o o rO rO
uJ o CD -tf-
rvT^i
UJ CD O LO rO
LJ-J o
i0
^CO
C
rO
r
J g
3 00
1 -̂1
CD O en
to -J
o CD -tf- 1
Decli
natio
n: 12*
LEGE
ND
Scale
: 1:5
000
MA
GN
ETI
C
UN
ITS
Gra
nito
ids
Fels
ic t
o In
term
edia
te F
low
s
Inte
rmed
iate
to
Maf
ic F
low
s
Maf
ic t
o U
ltram
afic
Int
rusi
ons
Dia
base
Dyk
es
*w*
-w
Faul
t
VLF
EM C
ondu
ctor
Scale
1:50
00 200
(mete
rs)
300
400
15
09
^
FALC
ONBR
IDGE
LTD.
Rober
tson
Town
ship
Projec
t
Whitef
ish W
est G
rid PLA
N OF
INTER
PRETA
TION
Rober
tson
Town
ship
Larde
r Lake
Minin
g Div
ision
Ontar
ioNTS
: 42
A/2Map
No.
RTP-0
9Surv
ey 4 P
resentat
ion:
TechTerr
ex Inc.
Oak*,
Ontario
Oct
ober,
P9
G)
TL 4
800
TL 4
300
N
BASE
LINE
TL 3
300
N
BASE
LINE
TL 4
800
N
^ TL
430
0 N
BASE
LINE
BASE
LINE
rf
f
^
j -yTL
280
0 N
TL 2
800
N
TL 2
700
N
y
UJ o CD r-
UJ
'CD
C
D oo
UJ
CD
C
D enC
D
CD
LO
CD
C
D
LO
CD
C
D
ro LO
(O
CD
LO
CD
C
DLO
LO
CD
C
D
CD
LO
CD
C
D
CD
C
O
CD
C
D
O O
^r—
CN
O
D
CO
CD
C
DC
D
CD
CO
co
CD
C
D
LO CO
CD
C
D
CO
C
O
CD
C
D
CO
CD
C
D
CO
C
O
CD
C
D LO
N
Decli
natio
n: 12
* W.
LEGE
ND
Scale
: 1:5
000
MA
GN
ETI
C
UN
ITS
Gra
nito
ids
1
•W
* fw
* *W
Fels
ic t
o In
term
edia
te F
low
s
Inte
rmed
iate
to
M
afic
Fl
ows
Maf
ic t
o U
ltram
afic
Int
rusi
ons
Dia
base
D
ykes
Faul
t
VLF
EM
Con
duct
or
00Se
a e
100200
300
400
[mete
rs]
FALC
ONBR
IDGE
LTD.
Robe
rtson
Tow
nship
Proj
ect
White
fish
East
Grid
PLAN
OF
INTER
PRET
ATION
Robe
rtson
Tow
nship
Larde
r La
ke M
ining
Divis
ionOn
tario
NTS:
vA/2
Mop
No. R
TP-10
Survey
4 P
resent
ation:
Techle
rra In
c. Ook
ville, O
ntario
Octobe
r, 199
242A02NE9950 2.15292 ROBERTSON
300
3500 N
TL 3
500
BASE
LINE
TL 2
700
N
1000
Decli
natio
n: 12
1 W.
LEGE
ND
Scale
: 1:5
000
Pond
/Lake
Stre
am/R
iver
Road
Trail
Claim
Line
Loca
ted C
laim P
ost
Assu
med
Claim
Pos
ta
100
Scale
1:50
0010
0 20
030
040
0
(mete
rs)
2. 1
5092
FALC
ONBR
IDGE
LTD.
Robe
rtson
Tow
nship
Proj
ect
White
fish
West
Grid
PLAN
OF
TOPO
GRAP
HY
Robe
rtson
Tow
nship
Larde
r La
ke Mi
ning
Divisio
nOn
tario
NTS;
42 A
/2Ma
p No
. RIP
-11Surv
ey 4 P
resentat
ion:
ledijerr
ex Inc.
Oakville
, Ontar
io Octo
ber, 19
92
42A02NE9950 2.15092
ROBERTSON
310
o .'o
o/o
LO l
C
D
LO \
LO
4800
N^L
u ii
TL "
4300
NLE
GEND
TL 4
300
NSc
ale:
1:500
0
Pond
/Lake
Stre
am/R
iver
Road
—..y
BASE
LINE
TL 3
300
N
Scale
1:50
0010
0 20
0
BASE
LINE
BASE
LINE
TL 2
800
N
FALC
ONBR
IDGE
LTD.
Robe
rtson
Tow
nship
Proj
ect
TL 2
800
NW
hite
fish
Lake
TL 2
700
White
fish
East
Grid
PLAN
OF
TOP
OGRA
PHY
Robe
rtson
Tow
nship
Larde
r Lak
e Mi
ning
Divisio
nOn
tario Ma
p No
. RIP
-12Sur
vey t
Presen
tation:
Mlerr
ex Inc
. Ook
ville, O
ntario
Octobe
r, 1992
42
A0
2N
E9
95
0
2.1
51
39
2
RO
BE
RT
SO
N320
