Geological Report

Pagnutti Road Property

Dill Township - Sudbury, Ontario

By: Jorma J. Hannila P.Geo.

41I07NW2006 2.29229 DILL 010

Table of Contents

1.0 Introduction

2.0 Location and Access

3.0 Property

4.0 Work Program

5.0 General Geology

6.0 Property Geology

7.0 Conclusions

Geological Map - Attached

1.0 Introduction

At the request of Harold Cheley of DST Consulting Engineers, a reconnaissance scale geological survey was carried out over the Pagnutti Road Property in Dill Township to map out the geological units and to evaluate the economic potential of the property. In addition, shallow test pits were blasted and sampled at selected sites to provide test material. The work was done during the period October 25 to December 15, 2004.

2.0 Location and Access

The property is located within the City of Greater Sudbury and lies approximately 15 kilometres south-east of the main downtown core. The claims are shown on the attached geological map.The claims are readily accessible from Highway 69 which passes within 100 metres of Post #3 of Claim 3016187. The eastern part of Claim 3016188 is cut by an all weather road and the other parts of the property can be reached via bush trails and dirt roads. Major creeks and sheer cliffs along with hilly terrain limit access to certain parts of the property.

3.0 Property

The property consists of the following three unpatented mining claims: 3016181, 3016187,3016188.

4.0 Work Program

The work consisted of:

1) Geological mapping of all the property at a reconnaissance scale with a mobile OPS unit for location control.

2) Select five(5) sample sites.3) Drill holes at each site in preparation for blasting.4) Blast a shallow pit at each location.5) Sample each site and submit for testing.6) Prepare and submit geological report.

The following personnel participated in the work:

Jorma J. Hannila - geologist(mapping, drilling, sampling and report writing) Peter Bull OLS7P.Eng.(supervision, drilling,sampling) Bob Hanson - technician(GPS, drilling,sampling) Ray Jambaksh- P.Eng.(blasting)

The author of this report personally supervised or participated in all facets of the work program.

5.0 General Geology

The property is located within the Grenville Province of the Canadian Shield and hosts migmatitic gneisses of Middle Precambrian age along with mafic intrusive rocks of late Precambrian age. There are no known metallic deposits associated with these rocks.

6.0 Property Geology

The claims are underlain by two major geological units - gneisses and mafic intrusives.

The gneisses appear as three northeast trending bands separated by the mafic intrusives. The composition of the gneisses is highly variable as they are the metamorphic equivalents of fine to medium grained clastic sedimentary rocks but biotitic gneisses do dominate. No attempt was made to map out the different gneiss units as this would have required considerably more time which was not within the scope of this work Locally the gneisses can be migmatitic and pegmatitic veins or pods commonly cut the gneissic fabric. The gneisses are highly folded, contorted and exhibit a dominant northeasterly trend with a general dip to the southeast. The gneisses are non-magnetic and no sulphide mineralization was noted.

The mafic intrusives are sub-divided into 1) a gneissic metagabbro occurring on the west side of the property and 2) a probable layered unit comprised principally of gneissic diorite and gabbro located on the east side of the claims. The mafic intrusives form prominent ridges on the property. It is believed that the mafic units intruded along northeast trending regional faults which now form prominent cliffs and creek systems.

The metagabbro is dark grey to black in color, fine to medium grained and shows a strong gneissic fabric with local more massive sections. The unit is not magnetic and no sulphide mineralization was noted. The east contact with the gneiss is sharp locally and it conforms with the general dip and strike of the gneiss. There are several occasions of granitic inclusions within the metagabbro thereby confirming the intrusive nature of this unit. The west contact of the metagabbro is not as well defined and is largely covered by overburden. The northern area shows considerable bleaching and alteration due to a large pegmatitic unit located to the northwest of the claims.

The eastern, probable, layered unit is similar to the metagabbro but it shows more variation in composition suggesting in situ differentiation to produce the layering. The dominant member is a black to grey, mafic , fine to medium grained gabbro which shows a strong gneissic fabric. Diorite and amphibolite sections were also noted but again the scope of the work did not warrant the detailing of smaller units.The majority of the contact to the gneisses is covered by overburden. This unit is non-magnetic and no sulphides were noted.

All of the above noted units have been cut by later barren quartz veins.

Sample Descriptions

Sample #1 - massive to gneissic , weakly silicified, dark grey to black metagabbro

Sample #2 - same as above

Sample #3 - medium to coarse grained hornblende/biotite granitic gneiss. Quartz and pegmatitic orthoclase veins.

Sample #4 fine to medium grained, gneissic metagabbro with orthoclase veining and alteration.

Sample #5 — medium to coarse grained, gneissic mafic gabbro.

Note - all descriptions of the samples plus the units are based on visual examinations. No thin section work has been done.

7.0 Conclusions

1) The property is underlain by rocks which show no encouragement for metallic mineral deposits and no sulphide mineralization was noted.

2) The rock units mapped on the property have untested potential for crushed stone or aggregate production and to evaluate this potential two samples have been submitted for test work.

3) Further work is contingent on the results of the test work. With positive results, further sampling and testing along with more detailed mapping should be considered.

Jorma J. Hannila P.Geo. January 10,2005

REPORT CONCERNING THE GEOLOGICAL SURVEY forMining Claim Number 3016188 Mining Claim Number 3016187 Mining Claim Number 3016181 TOWNSHIP OF DILL CITY OF GREATER SUDBURY MINING DISTRICT OF SUDBURY

(Part of Lot 6,(Part of Lot 6,(Part of Lot 5,

Concession 5) Concession 4) Concession 4)

Nature of Rock

The rock occurs in northeast trending bands and includes variable gneiss, gneissic metagabbro, and diorite/gabbro-gneissic as determined from the geological survey by J.J.Hannila, P.GEO. A copy of J. Hannila's geological report entitled, ^Geological Report, Pagnutti Road Property, Dill Township-Sudbury, Ontario' and dated January 10, 2005, is attached to and forms a part of this report of assessment work.

Description of Geological Work

Field traverses were run along the property lines and throughout the property. The location of the line of traverses is shown on the drawing attached to and forming a part of the geological report prepared by J. Hannila.

Type of Equipment Used

A Trimble ProXRS satellite receiver was used to log the location of each line of traverse along the boundary of the property and within the mining claims. The logged data was subsequently post-processed with Bull Surveying base data to provide positional data to a typical accuracy of 80 cm horizontal.

Co-ordinate System

Northing and easting co-ordinates are 1984 World Geodetic System (WGS- 84) Universal Transverse Mercator (UTM). Elevations are referred to mean sea level.

Date of Work/Operators

The geological work occurred on October 25 and 26, November 8 and 9, 2004. All of the geological work was conducted under the direct supervision of J.Hannila. J.Hannila was accompanied by Robert Hanson on each of these 4 days. R. Hanson provided the real time navigation to ensure the traverse lines were along and within mining claims.

Sudbury, Ontario January 31, 2005 Peter Bull

REPORT CONCERNING THE SHALLOW DRILLING, BLASTING AND SAMPLING OF ROCK Mining Claim Number 3016188 (Part of Lot 6, Concession 5)

(Part of Lot 6,Mining Claim Number 3016187 Mining Claim Number 3016181 TOWNSHIP OF DILL CITY OF GREATER SUDBURY MINING DISTRICT OF SUDBURY

Concession 4) (Part of Lot 5, Concession 4)

Results of Test Data

The asphalt aggregate test data results are as described on the attached reports prepared by Trow Consulting Engineers, Sudbury, dated January 17, 2005 and issued by Paul Redmond.

Description of Rock Sampling Work

Samples were taken by shallow rock drilling in 5 separate locations situate within the mining claims. At each of five locations, four l 5/8" diameter holes making a 2' square shape were drilled into exposed rock to a depth of 3'. Samples of freshly exposed rock varying in sizes and between l and 10 Ib. were collected and placed in sample bags. A geographic location for each sample was logged with the satellite receiver at the time the holes were drilled. The larger size rock samples were subsequently broken up with a sledge hammer to a size of 4" or less. The reduction in sample size was done in accordance with Trow Consulting Engineers requirements for their jaw crusher.

Type of Equipment Used

A Punjar rock drill and drill bits were rented from Echo Rentals situate on Kelly Lake Road in Sudbury. One 3 foot bit became jammed deep in a drill hole and the drill bit was subsequently destroyed with blasting.

Date of Work/Operators

Drilling commenced on December 8 and was completed on December 9, 2004. The drill was operated by Peter Bull and Robert Hanson on December 8, 2004 and only by Robert Hanson on December 9, 2004. Blasting and collection of rock samples commenced on December 14, 2004 and was completed on December 15, 2004. Ray Jambakhsh, DST Consulting Engineers Inc., provided the explosives and field expertise to blast the drill holes. Jorma Hannila, Project Geologist, was present on both December 14 and 15, 2004 to examine and supervise the collection^of rock samples. The rock samples were broken into December 20, 2004 by Peter Bull and R. Hanson.

Sudbury, Ontario January 31, 2005 Peter Bull

TrowSince 1957

1074 Webbwood Drive Sudbury, ON P3C 3B7

Tel: (705)674-9681 Fax: (705)674-8271

Buildings

Environment

Geotechnical

Infrastructure

Materials A Quality

www.trow.com

One Company. One Contact, One Stop.

January 20, 2005 Reference: SUMA00009977A

Mr. Len Ethier

1520658 Ontario Inc. Plaza 69 Outlet Box 21035 Sudbury, ON P3C 6G6

Hot Mix Aggregate Physical Property Test Results Proposed Quarry Development

Further to your request, Trow Associates Inc. has completed the physical property testing on the two samples of rock (Samples \A & B and Sample 5A 8c B), as delivered to our laboratory on December 20, 2004.

The bedrock fragments were crushed to 19 mm using our laboratory jaw crusher. Once crushed the coarse aggregate was split into representative samples for physical property testing in accordance with the Ministry of Transportation guidelines for hot mix material.

Based on the MTO guidelines the coarse aggregate meets all the physical property tests with exception to gradation for hot mix and Superpave coarse aggregate. The gradation of the crushed rock was found to be outside the gradation tolerances. Additional blending and screening of the material would be required to meet the gradation tolerances during the crushing operations. The results of the laboratory testing are summarized on the test data sheets for Asphalt coarse aggregate, enclosed.

The laboratory test results for the Silica Content on Samples l and 5 are not included in this report but will be forwarded as soon as they become available.

Should you have any further questions, please do not hesitate to contact the undersigned at this office.

Yours truly,

Trow Assi tes Inc.

Robert J. Ferguson, C.E.T. Manager, Field & Laboratory Services

vesta/2005 materials projects79977M7Physical Property Testing of Dec. 20/04

TROW ASSOCIATES INC.

GRAIN SIZE ANALYSIS Trow

CONTRACT NUMBER:INV. CODE NO.SAMPLE IDENTIFICATION:SOURCE:TONNAGE:SAMPLE IDENTIFICATION

LAB NO. MTOID

SO9977M

1A&B 1520658

FULL QUALITY HOT MIXHL COARSE AGGREGATE

9949

SIEVE SIZE

26.5mm

19.0mm

16.0mm

13.2mm

9.5mm

4.75mm

SAMPLE"/o

PASSING

100.0

86.6

69.1

49.3

30.4

14.5

OPSS 1003 TABLE 3

REQUIREMENTS ASPHALTIC CONCRETE COARSE AGGREGATES

HL1&3 HL4 HL8

100

100 90-100

100 96-100 65-90

96-100 67-86

50 -73 29 - 52 20 - 55

0-10 0-10 0-10

COMMENTS: GRADATION AFTER CRUSHING

TROW ASSOCIATES INC.

GRAIN SIZE ANALYSIS Trow

CONTRACT NUMBER:INV. CODE NO.SAMPLE IDENTIFICATION:SOURCE:TONNAGE:SAMPLE IDENTIFICATION

LAB NO. MTOID

SO9977M

5A&B 1520658

FULL QUALITY HOT MIXHL COARSE AGGREGATE

9950

SIEVE SIZE

26.5mm

19.0mm

16.0mm

13.2mm

9.5mm

4.75mm

SAMPLE"/o

PASSING

100.0

90.3

76.7

58.9

39.6

24.0

OPSS 1003 TABLE 3

REQUIREMENTS ASPHALTIC CONCRETE COARSE AGGREGATES

HL1&3 HL4 HL8 '

100

100 90-100

100 96-100 65-90

96-100 67-86

50 -73 29 - 52 20 - 55

0-10 0-10 0-10

COMMENTS: GRADATION AFTER CRUSHING

S09977M

TROW ASSOCIATES INC., SUDBURY

ASPHALT AGGREGATE TF T DATATELEPHONE (705) 674-9681 FAX (705) 674-8271

CONTRACT NUMBER SAMPLE NUMBER CONTRACTOR CONTRACT LOCATION

1520658 9949 MTOTAG TONNAGE

COARSE AGGREGATE

SOURCE NAME INVENTORY NUMBER

HL 1, DFC, AND OFC COARSE AGGREGATE PHYSICAL REQUIREMENTS

GRAVEL

LABORATORY TEST

( G )

Wash Pass 75u- 1 0

Absorption 1.0

"/o Flats and Elongated 15

Petrographic Number 120

Insoluble Residue i||||||||||:lllll

"/o Loss Freeze Thaw 6

2 Faces Crushed 80

Micro-Deval 5

DOLOMETRIC

SANDSTONE

( DS 1

1.0

1.0

15

140

45

6

15

Traprock, Diabase

Z Andesesite

l T )

1.0

1 0

15

120

6

10

Meta- Arkose a

Gneiss

l M ,

1 0

1 0

15

145

S&illlssS iilll?;!!

6

15

Rock

Type

Reference

Material

Sample

Test

Meets

Requirements

(t IN)

HL 3, 4, 8, HDBC AND SUPER PAVE COARSE AGGREGATE PHYSICAL REQUIREMENTS

LABORATORY TEST

Wash Pass 75um

Absorption

Magnesium Sulphate

"/o Crushed Particles

% Flats and Elongated ASTM 04791(5:1) 10"Xo MAX

"h Flats and Elongated LS-608(4:1)

Petrographic Examination

Petrograghic Number

2 (aces Crushed, "h

Micro Deval

Unconfined Freeze Thaw

HL3

1.3

NOTE 1

1.76

12

80

20

NOTE 3

145 NOTE 4

M

Alternative Requ

6

HL 4 SURFACE

1.3

NOTE1

2.0

12

80

20

NOTES

160 NOTE 4

17

rements to Magr

6

HU4 BINDER

S HL8

1.3

NOTE 1

2.0

15

80

20

:H^:Si^i^!IM

iiliiiii

1 60 NOTE 4

111111111

21

esium Sulpht

15

Issued By PAUL REDMOND

HDBC

1.3

NOTE 1

20

15

100

15

111111

160

95 NOTE 2

21

te Soundne

15

/^

PRINT NAME LABORATORY REPRESENTATIVE SIGNAT

Recieved By:

Reference

Material

;;::-j:;:;:;:;:;:;tf:i:!:::::::::o:;x

IliiiiltxfxmstiXffffsz

0.83

lilllllil

W:*:KWW-:-:-:-;-:-:-:-I

mmmmm

17.7

ss

21.0

Sample

Test

1.99

0.26

100.05.3

14.8

100.0

100

1.5

1.5

Meets

Requirements

(Y/N)

Y

Y

Y

Y

Y

Y

Y

Y

Y

#̂t^e^f^. JANUARY 17/05

6f*E DATE

DDIMT MAMP MTn RPPRPSPMT4TIVF RinNATI IRF DATE

S09977M

TROW ASSOCIATES INC., SUDBURY

ASPHALT AGGREGATE TF ~T DATATELEPHONE (705)674-9681 V**-*' FAX (705)674-8271

CONTRACT NUMBER SAMPLE NUMBER CONTRACTOR CONTRACT LOCATION

1520658 9950 MTO TAG TONNAGE

COARSE AGGREGATE

SOURCE NAME INVENTORY NUMBER

HL 1, DFC, AND OFC COARSE AGGREGATE PHYSICAL REQUIREMENTS

GRAVEL

LABORATORY TEST

( G )

Wash Pass 75um 1.0

Absorption 1.0

7. Flats and Elongated 15

Petrographic Number 120

;?x:s;:;J:i;:;:;:;::i;:;i;:i;S;S;:;:;i;iji;l;i;: js ;

Insoluble Residue l&SSiS^SS&iS^SiffiSS 8 i

"h Loss Freeze Thaw 6

2 Faces Crushed 80

Micro-Deval 5

DOLOMETRIC

SANDSTONE

( OS )

1.0

1.0

15

140

45

6

lllllllllitl

15

Traprock, Diabase

St Andesesite

i T )

1.0

1.0

15

120

6

10

Meta-Arkose 8

Gneiss

l M )

10

1.0

15

145

llllllil

6

xiiiixiiiiIlliiixlS;

15

Rock

Type

Reference

Material

i:JiSiS;;?i?i:S5?*:

lllliill

iiillii llllllil

Sample

Test

Meets

Requiremenls

(Y/N)

HL 3, 4, 8, HDBC AND SUPER PAVE COARSE AGGREGATE PHYSICAL REQUIREMENTS

LABORATORY TEST

Wash Pass 75um

Absorption

Magnesium Sulphate

"A Crushed Particles

"k Flats and Elongated ASTM 04791(5:1) 10"!* MAX

"/, Flats and Elongated LS-608(4:1)

Petrographic Examination

Petrograghic Number

2 faces Crushed, "/o

Micro Deval

Unconfined Freeze Thaw

HL3

1.3

NOTE 1

1.76

12

80

20

NOTE 3

145 NOTE 4

17

Alternative Requ

6

HL4 SURFACE

1.3

NOTE 1

20

12

80

20

NOTES

160 NOTE 4

17

rements to Magn

6

Issued By PAUL REDMOND

HL4 BINDER

S HLB

1.3

NOTE 1

2.0

15

80

20

lllllllllt

160 NOTE 4

21

esium Sulptu

15

HDBC

1.3

NOTE1

20

15

100

15

llllllil

160

95 NOTE 2

21

te Soundne

15

Reference

Material

^xX-XxXxXiXxXx:

Ixfxilxillli

0.83

mmmimmmmmm®

Sx:;ilSx:S*ix'i;i;i;ps

ili:fili;ix3VisttlsmZfm

17.7

ss

21.0

/J^^fl|~"M~r i rTi"T tj

Sample

Test

1.46

0.47

100.01.2 9.7

100.6

100

8.2

1.6

Meets

Requirements

(Y/N)

Y

Y

YY Y

Y

Y

Y

Y

l

JANUARY 17/05

PRINT NAME LABORATORY REPRESENTATIVE SIGNATURE DATE

Recieved By:

PRINT NAME MTO REPRESENTATIVE SIGNATURE DATE

NOTES

NOTE 1: When quarried rock is used as a source aggregate, a maximum of 2.0 percent passing the 75 urn sieve shall be permitted.

NOTE 2: This only applies to HDBC coarse aggregates crushed from gravel sources.

NOTE 3: This note is applicable to surface couse aggregate in Districts 52. 53. 54 (excluding Manitoulin

Island), 61 ,62; in District 4: on Hwy. 28 north of Hwy. 620, Hwy. 41, Hwy. 60, Hwy.62,

Hwy. 121 east of Haliburton, and Hwy. 127; in District 42: Hwy. 41, Hwy. 60 and Hwy.62; and in the Distrct 41 on Hwy. 62 north of Hwy. 7.

When the coarse aggregate for surface couse mix is obtained from a gravel pit or quarry containing more than 4007o limestone and dolostone in the retained 4.75 mm portion of the coarse aggregate, then blending with aggregate of non-carbonate rock type shall be required. The blend shall be such as to increase the non-carbonate rock type content of the coarse aggregate to 600Xo minimum of the retained 4.75 mm portion, as determined by petrographic examination (MTO LS - 609). The method of blending shall be such as to produce uniform blending and shall be subject to approval by the Owner.

When the coarse aggregate for surface course mix is obtained from a non-carbonate source, blending with carbonate rocks (limestone and dolostone) shall be permitted.

NOTE 4: For coarse aggregates to be used for HL 3, HL 4, and HL 8, provided that the source (bedrock or gravel) contains more than 7007o granite (excluding diorite, gabbro, and diabase) and/or gneiss.as determined by LS - 609, the physical requirements are modified to allow a maximum petrographic number of 180 in the Petrographic Analysis Test (LS - 609). This note is applicable to coarse aggregates tp be used for HL 3, and HL 8 in District 62 (excluding St. Joseph Island), District 61 (excluding James and Hudson Bay Lowlands), District 54 (excluding Manitoulin Island), District 53 (excluding James Bay Lowlands), District 52 and 43 (north of Apsley and Kaladar), District 42 (west of Arnprior) and District 33 (north and east of Hwy. 12).

NOTE 5: The requirements will be waived by the Owner when the aggregate meets the alternative unconfined freeze-thaw requirements, MTO LS - 614, details in Table 5.

NOTE 6: Where asphaltic concrete forms the surface upon which vehicular traffic will directly travel, the physical requirements for HL 4 surface will apply to the aggregate used.

ONTARIO MINISTRY OF NORTHERN DEVELOPMENT AND MINES

Transaction No:

Recording Date:

Approval Date:

Client(s):

401195

Survey Type(s):

W0570.00212

2005-FEB-04

2005-FEB-10

Work Report Summary

Status: APPROVED

Work Done from: 2004-OCT-25

to: 2004-DEC-20

1520658 ONTARIO INC.

ASSAY GEOL PMAN

Work Report Details:

Claim* Perform

S 3016181 32,529

S 3016187 37,052

S 3016188 37,051

116,632

External Credits:

Reserve:

Perform Approve Applied

S2.529 34,158

37,052 38,316

37,051 34,158

316,632 316,632

SO

SO Reserve of Work

30 Total Remaining

Applied Approve

34,158

38,316

34,158

316,632

Assign

SO

30

32,893

32,893

Assign Approve Reserve

0 30

0 30

2,893 30

32,893 SO

Reserve Approve Due Date

SO 2010-APR-15

SO 2010-APR-15

SO 2010-APR-15

SO

Report*: W0570.00212

Status of claim is based on information currently on record.

41I07NW2006 2.29229 DILL 900

2005-Feb-14 16:16 ARMSTRONGI Page 1 of 1

Ministry ofNorthern Developmentand Mines

Date:2005-FEB-10

Ministere du Developpement du Nord et des Mines Ontario

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

1520658 ONTARIO INC. PO BOX 98 STN GALT C/O ENERVAC CORP CAMBRIDGE, ONTARIO N1R5S9 CANADA

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

Dear Sir or Madam

Submission Number: 2.29229 Transaction Number(s): W0570.00212

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.

If you have any question regarding this correspondence, please contact STEVEN BENETEAU by email at steve.beneteau@ndm.gov.on.ea or by phone at (705) 670-5855.

Yours Sincerely,

Sheila Lessard

Acting Senior Manager, Mining Lands Section

Gc: Resident Geologist

Peter Mark Bull (Agent)

Assessment File Library

1520658 Ontario Inc. (Claim Holder)

1520658 Ontario Inc. (Assessment Office)

Visit our website at http://www.gov.on.ca/MNDM/LANDS/mlsmnpge.htm Page: 1 Correspondence 10:20342

CANADA

MINISTRY OF NORTHERN DEVELOPMENT AND MINES

PROVINCIAL MININO RECORDER'S OFFICE

Land Map

5141000N

UTM Zone 17 1000m grid

Those wishing to stake mining dalms should consult with the Provincial Mining Recorders' Office of the Ministry of Northern Development and Mines for additional General Information and Limitations This map may not show unregistered land tenure and Interests Ininf le determination purposes as the Information Contact Information: Toll Free Map Datum: NAD B3 land including certain patents, leases, easements, right of ways,ah l Information may also be obtained through the Provincial Mining Recorders' Office Tel: 1 (888) 415-8B46 ext S7Wrb|ectlon: UTM (6 degree) flooding rights, licences, or other forms of disposition of rights and

Willet Green Miller Centre 933 Ramsey Lake Road Fax: 1 (877) 670-1444 Topographic Data Source: Land Information Ontario Interest from the Crown. Also certain land tenure and land usesSudbury ON P3E 685 Mining Land Tenure Source: Provincial Mining Recorders' Office 'hat ""strict or prohibit free entry to stake mining daims may not be

200

Date ; Time of Issue: Mon Feb 21 09:25:55 EST 2005

TOWNSHIP 7 AREA PLAN DILL G-4035

ADMINISTRATIVE DISTRICTS l DIVISIONS

Mining DivisionLand Titles/Registry DivisionMinistry of Natural Resources District

SudburySUDBURYSUDBURY

TOPOGRAPHIC

\ Administrative Boundaries

l i Township

Concession, lot

111 Provincial Part

fflpj Indian Reserve

l"": Cliff, Pit S Pila

r,A

Contour

Mine Shafts

Mine Headframe

Railway

Road

Trail

Natural Gas Pipeline

Utilities

Tower

Land Tenure

Freehold Patent

rjn Surface And Mating Rights

|~^~1 Surface Rights Only

r^ l Mining Rights Only

Leasehold Patent

\ m l Surface And Mining Rights

nn Surface Rights Only

njH Mining Rights Only

Licence of Occupation

nn Uses Not Specified

[f]

ODa

Elr ~! 1234567

Surface And Mining Rights

Surface Rights Only

Mining Rights Only

Land Use Permit

Order In Council (Not open for staking)

Water Power Lease Agreement

Mining Claim

1234507Filed Only Mining Claims

LAND TENURE WITHDRAWALS

1234 Areas Withdrawn from Disposition -, - Mw^ Ads wjthdrawa| Tyjws

Wsm Surface And Mining Rights WithdrawnW5 SurBw Rights Only WithdrawnWm Mininfl Rlahtt Only WMhdtawn

Order In Council Withdrawal TypesW"sm Surface And Mining Rights WithdrawnW's Svrfno RlstW Only WithdrawnW"m Mining Righta Only Withdrawn

MB | IMPORTANT NOTICES

Scato 1:17(41

LAND TENURE WITHDRAWAL DESCRIPTIONSIdentifier Type Date Description

7219 Wsm Jan 1,2001 A.P.3177261 Wsm Jan 1.2001 A.P. 10930W-U-F172 Wsm Feb 28,2004 ^ href^http^/vww.mndm.gov.on.ca/mndm/mlnesflands/livleg^OO*-'

asp^W-LL-2004/04 ONT MAS withdrawal S.35 Mining Act RSO 1999, 26/02/04 Boundary generally depicts area withdrawn Click to view actu areac^

W-SO-26/03 Wsm Jun 23, 2003 W-SO-26/03 S&M June 23, 2003 Withdrawn by MTO for Hwy 69 ex|

41I07NW2006 2.29229 DILL

LOT 7-C^KhLOT 6 CON. V l CON. V

LOT 6 CON. V

LOT 5 CON. V

1407920424

nN 5140795 E 510026

LOT 7 CON. IV

PARCEL 391PART l, 531. ,.,,(UNPATENTED LAND)

PART 1. 53R-5349 EASEMENT 383691

LOT 7-Op-LOT 6 CON. IV i CON. IV

[N 5139970 ^ 510436

LOT 5CON. IV

LOT 5CON.

[[PARCEL i6028|

LOT 6 CON. IV

LOT 6 CON.

LOT 6-OfChLOT 5 CON. Ill CON. Ill

41I07NW2006 2.292^ 210

LOT 5CON. V

LOT 5CON. IV

KEY PLAN

McKIM TOWNSHIP

BRODER TOWNSHIP

LEGEND

VARIABLE GNEISS

GNEISSIC METAGABBRO

DIORITE/GABBRO-GNDSSIC

—— —— INTERPRETED CONTACT— — — — LINE OF TRAVERSE

S STRIKE AND DIP OF GNEISSS 80

0 SAMPLE SITE (1 TO 5 INCL)

GEOLOGY SURVEY BY: J.J. HANNILA, P.GEO.

220JORMAJ HANNILA PRACTISING McMUER

GEOLOGICAL SURVEY DILL TOWNSHIP, SUDBURY DISTRICT

ONTARIO NTS: 41-1-7

200 300m

1:5000

WLL-CEOC.DWG JAN-.2005