RPT ON STRIPPING & SAMPLING PROG TIONEGA PROP …

42B01SE2005 2.23325 PENHORWOOD 010

REPORT ON THE TIONEGA PROPERTY

PENHORWOOD TOWNSHIP

PORCUPINE MINING DIVISION

STRIPPING AND SAMPLING PROGRAM

For

Leo Alarie and Sons Limited

S.23325

RECEIVEDJUL 17 2002

GEOSCIENCE ASSESSMENT _____OFFICE

Submitted by: Don T. Fudge Fudge (fe Associates March, 2002 Revised July, 2002

N.T.S. 42B.S.E.

17U 0417886E UTM 5327200 NAD 27

Leo Alarie and Sons Limited - Tionaga Project

TABLE OF CONTENTS

Page No.

l .0 Introduction 3

2.0 Location and Access 3

3.0 Claim Status 4

4.0 Personnel 4

5.0 Previous Work 4

6.0 General Geology 5

7.0 Work Program 5

8.0 Conclusions and Recommendations 6

9.0 Cost Summary 7

List of Figures

Location Map Figure l

Stripping and Sampling Area Map Figure 2

Appendix

Appendix "A" - Laboratory Test Results

February 2002 Fudge & Associates of 8


1.0 Introduction

This report deals with the logistics and results of a stripping, mapping, trenching,

sampling and laboratory analysis work program carried out on the "Tionaga Property" in

Penhorwood Township of Leo Alarie and Sons Limited in the Porcupine Mining Division

during the between May and November, 2001.

The Tionaga Property is comprised of 3 unpatented mining claims recorded in the name

of Leo Alarie and Sons Limited, Timmins, Ontario. Overburden stripping, mapping,

drilling, blasting and sampling was carried out under the direction of Fudge *fe Associates

of North Bay, Ontario.

The purpose of the program was to determine if the outcropping & sub-cropping rock

was significantly uniform in composition, and sufficiently chemically and physically

stable to meet rail ballast specifications.

2.0 Location and Access

The property is located immediately adjacent to the C.N.R Tionaga siding in Penhorwood

Township. Road access from Timmins is via Highway 101 West, and then south on the

graveled Penhorwood main road to the C.N.R. main line. The property is 82 km from

Timmins and approximately 2 km east of the Rosevale Silica Mine. The C. N. Rail.

Main line bisects the claim group in an east-west direction. See Figure 2.

February 2002 Fudge *Si Associates of 8

™"" X PROJECT X LOCATION

f : -.". { -:

PROVI NCE OF ONTARI O

FI G 1

LED ALARIE AND SDNS LIMITED

TIDNAGA PROJECT PENHDRVDDD TDWNSHIP

LOCATI ON MAPHJH RJM LDC.


3.0 Claim Status

The Tionaga claim group is comprised 3 contiguous mining claims comprising a total of

10-16.5 ha units each held 10007o by Leo Alarie and Sons Limited, P.O. Box 912,

Timmins, Ontario. The claims are as follows:

Claim

Number

P 1243683

P 1243684

P 1243685

Number of Units

4

4

2

Registered Owner

Leo Alarie and Sons Ltd.



Interest Held

10007o

10007o

10007o

4.0 Personnel

The following personnel were directly involved with the stripping, and mapping program:

Don T. Fudge

Ray Meilkle

J. Demers

Fudge (fe Associates North Bay, Ontario

Fudge *fe Associates North Bay, Ontario

Leo Alarie and Sons Limited Timmins, Ontario

5.0 Previous Work

There is no evidence of earlier work in the Assessment Files of the Ministry of Northern

Development covering the claim group.

February 2002 Fudge Jt Associates Page 4 of 8

jOf. a C-1

MAGNETIC HIGH AXIS

UTM MAP DATUM - NAD 93

FUDGE &C ASSOCIATES

LED ALARIE and SONS EIMITED

PENHDRVDDD PROPERTY MAGNETIC SURVEY GRID

PQRCIPINE MINING DIVISIDN SCALE 13000

PENHORVEinD TOWNSHIP


6.0 General Geology

Rock units underlying Penhorwood Township consist of a complex folded mass of mafic

metavolcanics, pyroclastics and metasediments, cut by mafic, ultramafic, and felsic

intrusives. Granite and granodiorites intrude these units. Late phase northerly trending

Matachewan Diabase Dykes cut all rock units.

Based upon published geological Map 2627 (OGS Report 297, 1995, J. A. Ayer), the

claim group is underline on the north by an 800 to 1000 meter wide mafic metavolcanic

unit trending north 60 degrees east and is thought to be part of the Hardiman Deformation

Zone The southern portion of the property is underline by a granite/granodiorite intrusive.

One or more north trending matachewan diabase dykes intrude the central portion of the

property and are the primary focus of this investigation.

7.0 Work Program

A stripping, mapping and lab work program followed reconnaissance prospecting

undertaken in June 2000. Reconnaissance prospecting confirmed the presence of massive

high-density diabase though to have potential for development of a quarry suitable for

rail ballast production

On May 12 th 13 th and 14l two test locations were stripped using hand tools to expose

bedrock. The test locations were then drilled, blasted and a 50-kilo sample from each

location was packed out and sent to John Emery Geotechnical Engineering Limited in

Toronto for analysis. Sample PH-2001-01 consisted of granodiorite. Sample PH 2002-01

consisted of matachewan diabase. Reference samples were retained at the office of Fudge

Se Associates in North Bay. On June 11,2001 a test line with a GSM-816 Magnetometer

was completed to determine magnetic susceptibly and resultant potential to use the

magnetic response use as a mapping tool.

A further magnetic survey followed immediately by mechanical trenching, and mapping

was completed in November 2001.

February 2002 Fudge tfi Associates Page 5 of 8


The samples were tested and reported for:

* Bulk Relative Density and Absorption M.T.O. LS-604

* Magnesium Sulphate Soundness M.T.O. LS-606

* Mill Abrasion 070 Loss

* Petrographic Examination M.T.O. LS-609

* Micro-Deval Abrasion M.T.O. LS-618

* Loss Angels Abrasion 07o loss

Test Results are listed in Appendix "A"

Based upon initial laboratory analysis which confirmed only marginal suitability of the

Granodiorite sample, a second field program was undertaken to determine the location

and extent of the diabase dykes which passed initial testing.

A Komatsu PC 200 excavator was brought in from Timmins and a limited trenching

program was undertaken. An earlier magnetometer test had identified a magnetic

signature interpreted to be associated with the diabase dyke. The program focused on

further magnetic survey and trenching the magnetic anomaly in an attempt to correlated

magnetic signature with the underlying diabase. Four shallow trenches were dug across

strike over the anomaly to expose bedrock. The trenches were mapped and re-filled.

8.0 Conclusions and Recommendations

Initial testing of two 50-kg samples obtained in May 2001 confirmed that the diabase

sample is the preferred source of rail ballast and the only one of the samples submitted to

meet rail-ballast requirements.

Test showed the granodiorite was susceptible to abrasion and would not meet

specifications. The granodiorite sample returned a LA Abrasion loss of 21.507o, exceeding

February 2002 Fudge *fe Associates Page 6 of 8


the 20^0 maximum by l .5 07o. Diabase returned a comparable value of 11 .707o. All other

tests for both samples were within specification limits. Test results are shown in

Appendix "A"

Trenching of geophysical targets confirmed that the magnetic anomaly is coincident with

the diabase dyke(s) and accordingly the magnetic signature associated with diabase is a

useful tool in developing geophysically inferred tonnage, in this case, for this deposit.

Trenching along with the magnetic survey appears to confirm the continuity of a 25 to 30

meter wide diabase zone over a strike length of 200 meters. A second parallel zone of

unknown dimensions approximately 20 meters west of the main showing is indicated.

Due to its close proximity to C.N.'s Tionaga Rail Siding the property is likely suitable for

ballast production. Mineable tonnage should be further confirmed to "proven" prior to a

production decision. Geophysical/geological inferred reserves are estimated at 15,000

tonnes per vertical meter. The main zone is open on the north and south.

9.0 Program Cost Summary

John Emery Geotechnical - Lab S 2,240.58

Fudge SL AssociatesMarch 15, 2002 - Report S 800.00 Dec 31, 2001 - Drill/Blast, Sample Collection 8c Shipment to Laboratory, Reconnaissance Geophysics

514,136.00

Leo Alarie and Sons Limited Nov. 19-23, 2001Float Komatsu B-hoe Timmins to Property206 Km. return S 529.00 Komatsu B-Hoe 26 hrs @ S77.007hr +GST S 2,442.14 Service Truck S 86.82

Total Expenditures 520,234.54

February 2002 Fudge *S Associates Page l of 8


I, Donald Thomas Fudge of the City of North Bay, Ontario hereby certify that:

1. I hold a three year Business Administration Diploma from Cambrian College of

Applied Arts in North Bay, Ontario obtained in 1969 and a Bachelor of Arts

obtained from Carleton University in Ottawa in 1974.

2. That I am a Prospector and have been practicing my Profession since 1975 in

Ontario, Quebec, Newfoundland, Manitoba, Alberta, British Columbia, The

United States of America, Jamaica and China.

3. That I have been employed directly with Teck Corporation, Metallgessellshaft

Canada Limited, the Ontario Ministry of Natural Resources and I have been self

employed with Fudge & Associates since 1984.

4. That l have based my conclusions and recommendations contained in this report

on knowledge of the area, my previous experience and on the results of fieldwork

conducted on the property in 2001.

5. I hold no interest, directly or indirectly in this property, nor do I expect to receive

any interest or consideration from this property other than for professional fees

rendered.

Dated at North Bay this 15thlh day of

March, 2002

Don T. Fudge

February 2002 Fudge & Associates Page S of 8

Appendix "A"

i r"*J") r Y*I P^N /^\ 11— 160Bryan Rond,North Bm/, Ontario

Canada P1C1C2

Dtfrriionlink.net Tel: (705) 472-3053 Gel; (705) 494-0890 Fax: (705) 472-9244

May 15,2001

Branislava VujanovicJohn Emery Geotechnical Engineering Ltd. #1, 109 Woodbine Downs Boulevard Etobicoke, Ontario

Tel: 416-213-1060 ext. 225 (B.V. ext 237) Fax:416-213-1070

Reference: Penhorwood Quarry-Rail Ballast Testing: Sample PH-2001-01, PH-2001-03

Dear Sir:

Being shipped today: Two samples, two pails/sample, require the following analysis per requirements:

] . Petrographic Analysis2. L.A. Abrasion3. Magnesium Sulphate Soundness4. Absorption5. Mill Abrasion (for ballast)6. Abrasion Number (calculated for ballast)7. Specific Gravity

Please advise me when the results will be available, fax results as they come available, and call me if you have any questions.

Yours truly

C: Leo Alarie & Sons Limited, Jan Luthe, P.Eng.

200.22.54

raye

JOHN EMERY GEOTECHNICAL ENGINEERING LIMITEDCONSULTING ENGINEERS

#1, 109 Woodbine Downs Boulevard. Toronto. Ontario M9W 6Y1 Telephone: (416) 213-1Q6O Facsimile: (416) 213-1O7O E-Mail: [email protected] www,iegel.com

Fudge Si Associates160 Bryan RoadNorth Bay, Ontario PIC 1C2

July 31, 2001JEGEL Project: 101066Invoice; 2/377

Tel: 705-472-3053 Fax: 705-472-9244

Attention: Mr. Don Fudge

INVOICE FOR PROFESSIONAL SERVICES

Laboratory Testing of a Samples Identified as PH-2001-01 and PH-2001-03 from Penhorwood Quarry.

Laboratory Testing of [JEGEL #4556, 4776] Sample Crushing and Preparation

Bulk Relative Density Se Absorption

Magnesium Sulphate Soundness

Petrographic Examinations

Los Angeles Abrasion

Mill Abrasion

4 hours @

2 @

2 @

2 @

2 @

2 @

TOTAL THIS

8RT.)

S 46.00

S 55.00

S 225.00

S 225.00

S 175.00

S 275.00

Subtotal GST

INVOICE

S 184.

110.

450.

450.

350.

550.

S 2,094. 146.

00

00

00

00

00

00

00 58

S 2.240,68l

ffi(This total includes S146.5 8 GST. Our GST Number is 102687118RT.)

Notes. I.Net 15 days from receipt of this Invoice, i VzVo per rnomh (i9.6yo per annum)surcharge on overdue accounts.

2. We appreciate the opportunity to be of service and trust this Invoice is in order.

ci

ISO 9001Engineering 7 Research 7 Development 7 Education

Soil 7 Rock 7 Aggregates 7 Slags 7 Asphalt 7 Cement 7 Concrete 7 ByproductsJEGEL* PAVMATEC

JOHN EMERY GEOTECHNICAL ENGINEERING LIMITEDCONSULTING ENGINEERS

#1, 10Q Woodbine Dcwum* Boulevard. Toianco. Ontario MOW 6Y1 loiephone [416J Slfl-IDfin FHnwmiU. f416) S13-1D/CJ t Mail |sgeUPcorrrf:bUn rfvwjcgel.com

FACSIMILE COVER

TO: Don FudgeFadco &L Associates

.IFGFX: 101066 JECEL m#: 004556 Facsimile-: 705-472-9244

FROM: Branislava Vujanovic

DATE: May IS/01

FACIES: 2 (Including this cover sheet.)

\1ESSA(jK.: Los Angeles Abrasion Testing

ORIGINAL: -Not Sem

Don,

Here is Table l with the I..os Angeles abrasion lest results for the two samples labelled as

Pil-2001 -01 and PH-2001-03.

TABLE l LOS ANGKJ-FS ABBRASTON TEST RESL'LTS

TEST

,os Annclcs Abrasion, 'Vo Loss

TEST RESULT

PH-2001-01

2!.5

PH-7001

11.7

MO'I'F.: //"jw" /'"i1* rtfceiwd this facsimile in vrror ptw\t: notify us immediately and return thisfucMttti/e tu us by mail without making a copy. This fQGSlmifo i\ intended only for the adarea&tte, may be subject to privilege oy contain cMnfidential information or hath.

ISO 9001Engineering / Rasiarch / Developmartt x Education

Boil / Rock / Aggr&oatBS / Slags X Asphalt / Camant / Concrete f ByproductsJEGEL* PAVMAFEC

JEGEL101066

TABLE l AGGREGATE PHYSICAL PROPERTIES TEST RESULTS

TEST

Bulk Relative Density

Absorption, 'V0

Sample

Control

Sample

Control

Hot Mix Surface Treatment and Concrete Petrographic Number

Los Angeles Abrasion, V0 Loss

Magnesium Sulphate Soundness, "/o Loss

Sample

Control

Mill Abrasion, QA Loss

TEST RESULT

PH-2001-01

2.651

1 PH-2001-03

2,966

2.676

0.43 0.25

0.68

101

21.5

2.0

....

103

1L7

2,8 1

11.5

2.81 4.81

ISO (J001cl com

RECEIVEDJUL 17 2002

GEOSCIENCE ASSESSMENT OFFICE

Tionaga Property Penhorwood Township

May 2001 trenching and blastingStripping with hand tools, drill blast pack samples

June 2001

November 2001

Magnetometer survey (RJM) Geometrics G-816 (DTF RJM - test of several lines to establish suitability of magnetics as a tool.

Magnetometer, Mechanical Trenching 8z, stripping, mapping

MINISTRY OF NORTHERN DEVELOPMENT AND MINES

Transaction No:

Recording Date:

Approval Date:

C)ient(s):

159410

Survey Type(s):

W0260.00589

2002-MAR-19

2002-JUL-18

Work Report Summary

Status: APPROVEDWorkDonefrom: 2001-MAY-13

to: 2001-NOV-23

LEO ALARIE AND SONS LIMITED

ASSAY MAG PSTRIP

Work Report Details:

Claim#

P 1243683

P 1243684

P 1243685

External Credits:

Reserve:

Perform Applied Perform Approve Applied Approve Assign

32,538 32,123 56,400 56,400 SO

322,838 619,106 36,400 36,400 37,062

SO 30 33,200 33,200 SO

325,376 521,229 516,000 516,000 57,062

SO

35,229 Reserve of Work Report* W0260.00589

35,229 Total Remaining

Assign Reserve Approve Reserve Approve Due Date

0 50 50 2006-DEC-04

7,477 39,376 35,229 2006-DEC-04

0 SO SO 2006-DEC-04

37,477 59,376 35,229

Status of claim is based on information currently on record.

42B01SE2005 2.23325 PENHORWOOD 900

2002-Jul-25 16:23 McAuleyJ Page 1 of 1

Ministry ofNorthern Developmentand Mines

Date:2002-JUL-19

Ministere duD^veloppement du Nord et des Mines Ontario

GEOSCIENCE ASSESSMENT OFFICE 933 RAMSEY LAKE ROAD, 6th FLOOR SUDBURY, ONTARIO P3E 6B5

LEO ALARIE AND SONS LIMITED BOX 912TIMMINS, ONTARIO P4N 7H1 CANADA

Tel: (888) 415-9845 Fax:(877)670-1555

Dear Sir or Madam

Submission Number: 2.23325 Transaction Number(s): W0260.00589

Subject: Approval of Assessment Work

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.

The revisions outlined in the Notice dated June 04, 2002 have been corrected. As well, your request to adjust the assessment credit for this submission has been incorporated into the final approved assessment dollar value. Accordingly, assessment work credit has been approved as outlined on the Distribution of Assessment Work Credit sheet attached. The confidential documents that you supplied to address the items in the 45 Day Notice have been destroyed as you had requested.

If you have any question regarding this correspondence, please contact STEVEN BENETEAU by email at [email protected] or by phone at (705) 670-5855.

Yours Sincerely,

Ron GashinskiSenior Manager, Mining Lands Section

Gc: Resident Geologist

Don Thomas Fudge (Agent)

Leo Alarie And Sons Limited (Assessment Office)

Assessment File Library

Leo Alarie And Sons Limited (Claim Holder)

Visit ourwebsite at http://www.gov.on.ca/MNDM/LANDS/mlsmnpge.htm Page: 1 Correspondence 10:17295

O O CN

taM

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G*n*ra' Information And LlniiUllon*eritirt*!.:

I.MRWKI Hgi;grf*i*'oniiii i m ti*g

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MINING LAND TENURE

MAP

Date l Tim c of Issue May 30 2002

TOWNSHIP y AREA

PENHORWOOD

14:18h Eastern

PLAN

04244

ADMINISTRATIVE DISTRICTS l DIVISIONSMining Division Porcupln* Land Titlo/Rcgistry Division SUDBURY Ministry of Natural Resources District TIMMINS

TOPOGRAPHIC

p z1.";* a ir..r.

LAND TENURE

Q O QQ H,.,,,,M, :

S ^i V-1* * i-"', 1* "~ f

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LAND TENURE WITHDRAWALS

|L ffi1* f lieiiWUidrowifiBiri DIVMIBUUH

Ojutr V Cuvrcl Wthni wwl Typtc

IMPORTANT NOTICES

LAND TENURE WITHDRAWAL DESCRIPTIONS

l 11 IftHI -tltC.ja.HU 11'/*l 3 H.fl 1

* W-LL JMlfll OMT. He*. 11.2001 Nan. bita kniint wy eh ttV rif^miti Bil B trinHtMiwurvEDMdfri i*wMkrit *m m^i ki nbjul Lil PiMlHP than HI.

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Thi lifb,,nanun .huwn li tmMt hamri (hi Urn at downlaidliig ft nin.lH* Mlnl*by

CNR RAILWAY

-N

UTM5327200mN

CO CO

LEGENDINSTRUMENT: GEM GSM-19, PROTON MAGNETOMETER CONTOUR INTERVAL; 150,300.600, NANO-TESLAS

DATUM REMOVED: 57,000 NANO-TESLASCLAIM POST LOCATED m CLAIM POST ASSUMED D RAILWAY TRACKS -|-(- UTM CO-ORDINATES - NAD 27

25Scale] 1:2500

25 50^^75^ 100 125 150•^S^HS^™ (metres)

LEO ALARIE AND SONS LIMITEDMAGNETOMETER SURVEY

TIONAGA PROJECT PENHORWOOD TOWNSHIP. ONTARIOSCALE 1:2500

DATE: NOVEMBER, 2001 MAP N0.1

FUDGE: # ASSOCIATES

CNR RAILWAY

MD 00 00

LEGENDCLAIM POST ASSUMED G RAILWAY TRACKS -|-|-

GROUND MAGNETIC CONTOURS ^- -

CONTOUR INTERVAL: 150.300.600. NANO-TESLAS

6ACKHOE TRENCH CMATACHEWAN DIABASE

GRANODIORITEGEOLOGICAL CONTACTGEOPHYSICAUY INFERRED CONTACT

UTM CO-ORDINATES - NAD 27

25Scale 1:2500

25 50 75 100 125 150

(metres)

EO ALAR E AND SONS L M TEDTRENCH LOCATION l GEOLOGICAL MAP

TIONAGA PROJECT PENHORWOOD TOWNSHIP. ONTARIOSCALE 1:2500

DATE: NOVEMBER, 2001 MAP N0.2

FUDGE to ASSOCIATES

E\0 00 00

100W 100E

o o10

l l l l l l? l ) ? t l t M l l l

o o

O O CM

O O

CO O O

(f.

CN

K

tin l l l ITTH

DRILL/BLAST LOCATION SAMPLE NO. PH 2001-03 2m X 2m TRENCH GApBRO

V

l ) l l l M l H

i

H-H-

.. iv.v

I l l l l l l l l#j

UTM5327200mN

DRILL/BLAST LOCATION SAMPLE NO. PH 2001-01 2m X 3m TRENCH MEDIUM GRAINED FELStC VOLCANIC

l l I+-H H-4-H-f-f4-4'4

l l H H l l

1 1 1

t—t—l—l—h

l—l—l—l—h

CNR RAILWAY

1 1 1 1 1 1 1

;f. l l l l l l l—l

.H l l l l l l l l l l l

l l l t l l l

,*SS:5:Sx? ' "'"**-*H—f 4—l

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H—l—l—l—l

•z.

2

D

O Oto

OJ

8LO

42B01SE2005 2.23325 PENHORWOOD ?OO CO

LEGEND

CLAIM POST ASSUMED D RAILWAY TRACKS

HANDSTRIPPED TRENCH

DRILL/BLAST SAMPLE LOCATION1

MATACHEWAN DIABASEGRANODKJRfTEGEOLOGICAL CONTACT fg" j j'GEOPHYStCALLY INFERRED CONTACT *


-N-

UTM5327200mN

Scale 1:250025- P ^5 50 75 100 125 ISO

(metm)

LhU ALARIF AND SON^ l IMITFHDRILL/BLAST * SAMPLE LOCATIONS

——TIONAGA PROJECT PENHORWOOD TOWNSHIP. ONTARIOSCALE 1:2500

DATE: NOVEMBER. 2001 MAP NO.3

FUDGE to ASSOCIA TES

c

O O

(f) O O

o*J*CN

8os w o

COo oCM

toO O

ta m

100E

M l l l l l l l l M

l l l l l M l ? l l l l l l l j

V

1111 f

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linn

TRENCH

T:iiT'1 l l l l l l t l l l l

TRENCH #3

n t i i n i 1 1 i i i i i i

i — t — i — i —

^:^:v,Y.Y.y.:;

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CNR RAILWAY

200W 100W

o

\

-N

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O

o

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E\D OO 00

LEGENDCLAIM POST ASSUMED D RAILWAY TRACKS -|-(-

BACKHOE TRENCH C MATACHEWAN DIABASE GRANODIORITE GEOLOGICAL CONTACT f

OUTLINE OF DETAIL GEOLOGICAL/ TRENCH MAP 1:500

UTM

5327200mN

Scale 1:250025 50 75 100 125 150

(metres)

GEOPHYSICALLY INFERRED CONTACT mmmiziMMmm*


EO ALARIE AND SONS LIMITEDBACKHOE TRENCH LOCATION i GEOLOGY

TIONAGA PROJECT PENHORWOOD TOWNSHIP, ONTARIOSCALE 1:2500

DATE: NOVEMBER, 2001 MAP NO.4FUDGE Se ASSOCIATES

GRANODIORITE

Fine Grained Dioabase Sharpe contact with Granodiorite. Gram size increases towards center

of dike.

GRANODIORITE

GRANODIORITEGRANODIORITE

17U 0417887mE UTM 5327155mN

GRANODIORITE

Fine Grained Diabase

17llini178i89mE

UTMS327185mN

GRANODIORITEGRANODIORITE

GRANODIORITE

GRANODIORITE

Fine Grained DioabaseSharpe contact with Granodiorite

GRANODIORITE

Diabase17U 0417883mE

GRANODIORITE

GRANODIORITE

O O

l

- O

o o00

I\J o o00

EEGEND 25 O

BACKHOE TRENCH MATACHEWAN D ABASE GRANODORTEGEOPHYSCAELY NFERRED CONTACT

r

UTM CO-ORD NATES - NAD 27

42B01SE2005 2.23325 PENHORWOOD 250

ft i * • v i'.'v T^ J ̂ r^

25

bca e50 75 100 125 150

(meters)

\A

DETA LED GEOLOG CAL/TRENCH MAPTIONAGA PROJECT PENHORWOOD TOWNSHIP. ONTARIO

SCALE 1:500 DATE: NOVEMBER, 2001 MAP NO. 5

FUDGE 8c ASSOCIATES

RPT ON STRIPPING & SAMPLING PROG TIONEGA PROP …

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