Geological Report Pagnutti Road Property Dill Township - Sudbury, Ontario · 2017-01-17 ·...
Transcript of Geological Report Pagnutti Road Property Dill Township - Sudbury, Ontario · 2017-01-17 ·...
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 [email protected] 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