40
42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL AND GEOCHEMICAL REPORT ON THE DEAD HORSE CREEK PROF'ERTY OF CUMBERLAND RESOURCES LIMITED IN WALSH TOWNSHIP DISTRICT OF THUNDER BAY, ONTARIO Thunder Bay, Ontario October, 1984. Andrew Ross Mitchell Geo logi st, Cumberland Resources Limited

42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

  • Upload
    others

  • View
    11

  • Download
    0

Embed Size (px)

Citation preview

Page 1: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

42D1SNE0a3e 2.8)85 WALSH 010

GEOLOGICAL AND GEOCHEMICAL REPORT

ON

THE DEAD HORSE CREEK PROF'ERTY

OF

CUMBERLAND RESOURCES LIMITED

IN

WALSH TOWNSHIP

DISTRICT OF THUNDER BAY, ONTARIO

Thunder Bay, Ontario

October, 1984.

Andrew Ross Mitchell

Geo logi st, Cumberland Resources Limited

Page 2: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

TABLE OF CONTENTS

Top i c Page

INTRODUCTION i

PROPERTY DESCRIPTION 2

LOCATION AND ACCESS 2

PHYSIOGRAPHY AND VEGETATION 2

FACILITIES AND LABOUR 3

HISTORY AND PREVIOUS WORK 3

FIELD SURVEY PROCEEDURES A

GEOCHEMICAL PROCEEDURES 5

REGIONAL GEOLOGY 5

PROPERTY GEOLOGY 6

GEOCHEMICAL INTERPRETATION 1O

ECONOMIC GEOLOGY li

RECOMMENDATIONS 12

CONCLUSIONS 12

BIBLIOGRAPHY 13

QUALIFICATIONS

APPENDIX l

APPENDIX 2

GEOLOGY MAP

Page 3: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse Geology

INTRODUCTION

During the months o-f June and July, 1984, Cumberland Resources Limited operated a l inecutting,geological mapping and geochemical soil sampling program on its eleven claim Deadhorse Creel: Property in Walsh Township, District of Thunder Bay, Ontario.

The survey party consisted o-f a two men, a geologist and a student,occasionall y assisted by two other Cumberland Res. employees. The program was supervised by William Mccrindle, President o-f Cumberland.

The property is underlain by Archean mafic to intermediate volcanic rocks and rnetased imentary rocks, predominantly greywacke, which strike roughly east-west and dip nearly vertical. These rocks have been intruded by numerous dykes and sills of diabase, diorite, syenite and lamprophyre as well as a large discordant body of gabbro. These intrusive rocks are likely Keewanawan in age. The area has undergone intense deformation and metamorphism resulting in the formation of isoclinal folding and transverse faulting in upper greenschist facies rocks.

Some 32 geochemical soil samples were collected from interesting areas of the property. These samples were forwarded to Min-En Laboratories for analysis. The method of analysis was 26 element Induction Coupled Argon Plasma (I.C.P.) plus aqua-regia for gold.

The data contained in this report was gained from the analytical geochemical results, from the geological observations made by the author during the field mapping and from those resources listed in the bibliography.

Page 4: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse Geology

PROPERTY DESCRIPTION

Cumberland Resources Limited of Thunder Bay, Ontario is the recorded holder of 1OOV. interest in a total o-f eleven contiguous unpatented mining claims, covering some 44O acres o-f land on this property known as the Deadhorse Creel: Property. The property is outlined on the Walsh Township Mining Claim map HG-638 (rnap-A) o-f the Ministry of Natural Resources, Ontario. The claim numbers are as -follows:

Claim numbers 657487-657495 657486 659O57

o-f c l ai ms 9l l

Date recorded September 29, 1982 November 25, 1982 November 25, 1982

LOCATION AND ACCESS

This property is located 45 kilometers east of Terrace Bay, Ontario along the Trans Canada Highway, #17. Terrace Bay is located some 200 kilometers east of Thunder Bay. (see map B) Specifically the property is located l kilometer west of Deadhorse Creek. The claim group extends one claim length north and two claims south of highway tt 17. Mckellar Harbour lies immediately south of the property on Lake Superior. The C.P.R. mainline along the southern property boundary.

PHYSIOGRAPHY AND VEGETATION

This Deadhorse Property is located in the Canadian Shield Physiographic Belt of Canada. The elevation changes by over 1OO meters from the lowest to the highest elevation.

The property is covered by a thick growth of immature black and white spruce as well as mature mixed stands of balsam fir, white birch and poplar. Undergrowth consists mostly of thick growths of young balsam fir and tag alder.

Overburden consists of sphagum moss and thin locally derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts, cliff faces, hill sides and tops, under the root mats of overturned trees and along the shore of McKellar Har bour.

Page 5: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

CUMBERLAND RESOURCES LTD.

DEADHORSE CREEK PROPERTYWALSH TWP. TERRACE BAY DISTRICT

SCALE'- /:3|,000

MAP TITLE :

CLAIMSDAT E-'OCT. 84

MAP NO:: AA. MlTCHEUL

Page 6: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse Geology

FACILITIES AND LABOUR

An Ontario Hydro transmission line passes over the property, south o-f highway 17. Transportation of people and supplies is possible via highway l? and the Canadian Pacific Railway which cross the claim group. A skilled labour force is available from the communities of Schrieber, Terrace Bay and Marathon. Fuel is available in these same places. Water is available from McKellar Harbour, McKellar Creek and Dead horse Creel:.

HISTORY AND PREVIOUS WORK

Lead, zinc and silver showings were discovered in the Deadhorse Creek area around the turn of the century when the C,P.R. was under construction.

Three showings within a one kilometer radius of Cumberland's property have been explored extensively. These showings are the McKellar Bay showing l k i l meter to the north, the Oilman showing l kilometer to the east-northeast, and the Hannam prospect l kilometer to the southeast.

Numerous magnetic, electromagnetic and geological mapping surveys were performed by various companies and individuals in the vicinity of Cumberland's Deadhorse property. The only previous work that crossed inside the boundary of this property was performed in 1965 by Keevil Mining and in 1968 by L.G. Hannam. Keevil Mining conducted a combined e l ec t rmagnet i c and magnetic airbourne survey . * Hannarn did ground geophysics.

The Hannam prospect had been explored by Saratoga Exploration from 1951-1953. 5514 feet of diamond drilling was completed and some 6O,OOO tons of silver, lead, and zinc mineralization was reported in two zones. The values in both zones are 27.65 ounces per ton silver, 19.87 percent lead and 9.O8 percent lead. This property is presently held by R. J. McCabe.

The Oilman showing has been intensely prospected. In 1948 twenty diamond drill holes were completed for a total of 5O22 feet. The average values are calculated at 7.28 percent zinc, 1.45 percent lead, and 3.27 ounces of silver over a width of 3.7 feet and a length of 257 feet.

In 1982 the Oilman showing was trenched by V. Halonen. In 1983 Cumberland Resources Limited conducted an airbourne geophysical survey. The results of this survey were filed for assessment credits.

Page 7: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

LAKE SUPERIOR

DEAD HORSE

PROPERTYl

TERRACE BAY

CUMBERLAND RESOURCES

title:

LOCATION

MAP

SCQle: 1"r28mi.

drawn by:A.R.M

date:AUG.,1984

map no:

B

Page 8: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse Geology

A/FIELD

Line CuttingSURVEY AND PROCEEDURES

The l i necutt i ng crew consisted of two persons. Highway 17 was used as a baseline since it runs approximately parallel to the strike. Pickets were erected at 50 meter intervals measured along the north side o-f the highway. Cross lines were turned o-f f at 100 meter intervals directed at an azimuth o-f zero degrees. This direction is perpendicular to the strike of the rocks. These lines were chained, blazed and flagged, pickets were erected at 5O meters along each line. A total o-f 15,1OO meters o-f lines were completed.

B/ Geological Mapping

The geological mapping team consisted o-f one geologist and one junior assistant. Field observations were made along the lines. A geological map was completed at a scale o-f 1:2,SOO. This map is contained in the map pocket as map number one.

A total of 1O rock samples were collected during the mapping survey. These samples were forwarded to Swastika Laboratories in Swastika, Ontario for gold assays. The descriptions of the samples and the results are included in appendix #1.

C/ Geochemical Sampling

Soil sampling sites were located along 1OO meter spacedl i ne s areas

at 25 meter where it

i ntervals. was felt

Samples were only collected in that a possibility of gold

mineralization might occur. Sample locations are shown on map C.

Samples were collected profile with a grubhoe. usual depth of 10-40 cm cleaned out by hand and grams was placed into a paper sample bag. The shipping. A total of 32 The analytical results

by digging a hole into the soil The "B" soil horizon was sampled at a below the surface. The holes were

a sample weighing approximately 5OO 10*17 cm high wet strength kraft samples were sun dried prior to samples were collected and analyzed,

are included in appendix 82.

Page 9: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse Geology 5

GEOCHEMICAL PROCEEDURES

All samples were -forwarded to Min-En Laboratories Limited, North Vancouver B.C. Each sample was seived and the minus eighty mesh component was analysed. The method of analysis was the Induction Coupled Argon Plasma (I.C.P.). 26 elements were analysed -for. The method of analysis for gold was Aqua-Regia Atomic Absorption Spectrometry. The analytical results are reported in parts per million and gold concentrations are reported in parts per billion. A print out of the results is included in this report as appendix 82.

The results of these analyses for gold are plotted and contoured by hand on a geochemical map, (map D), at a scale of 2,500.

The limits of detection for the I.C.P. analyses are as foilows:

l part per million for: Ag, Cd, Co, Cu, Mn, Mo, Ni, Pb, S r , "Z ti

3 parts per million for: As, B, Ea, Bi, Se, Sb, Th, U, V,

0.001 percent for: Al, Ca, Cu, Fe, K, Mg, Na, P, The detection limit for gold is 5 parts per billion.

REGIONAL GEOLOGY

The geology of this region is described by J.W.R. Walker in the Ontario Department of Mines Geological Report number 5O, Geology of the Jackfish-Middl eton Area 1967. Map 21O7 accompanies this report.

The oldest rocks in the area are a roughly east-west striking series of Archean mafic to intermediate volcanic and clastic sedimentary rocks. These rocks have been intruded by late Precambrian mafic to intermediate intrusions of gabbro and diorite.

The region has undergone intense regional folding and metamorphism as well as intrusion by late Precambrian granite snd syenite bodies. Late Precambrian intrusive rocks include the Coldwell calc-alkali ne syenite complex, 2 kilometers east of the Deadhorse property. Also there arenumerous diabase, syenite and diorite sills and dykes.

Transverse faulting in this area may be related to the downwarping of the Lake Superior basin and the intrusion of the Coldwell Complex.

Page 10: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse Geology

PROPERTY GEOLOGYThe oldest rocks underlying this property are an Archean

series o-f ma-fic to -felsic volcanic -flows, pillowed flows and tu-f-fs which are unconformabl y overlain by later Archean clastic rnetased irnentar y rocks, mostly greywacke and siltstone. The unconformity is very subtle and is marked by a small difference in the strike of the sedimentary rocks from the volcanics. These rocks have been intruded by numerous diabase sills and dykes, a few syenite dykes and sills and a porphyritic diorite sill. A large discordant, elongate body of gabbro occupies much of the eastern part of the property and forms a prominent north-south topographic lineation. Two lenticular sills of lamprophyre are contained in a carbonaceous shear zone along the side of highway 17 at the western edge of the property. The syenite and lamprophyre sills and dykes may be related to the Coldwell syenite cornp lex.

PROPERTY GEOLOGY - DETAILED

1. Mafic Volcanic Rocks

The mafic volcanic rocks underly most of the Northern half of the property. They extend from approximately 1OO meters south of the baseline to the Northern property boundary. These rocks have been intruded by syenite, diabase, gabbro and lamprophyre. The mafic volcanic rocks underlying this property are represented by five distinct varieties: massive fine grained flows, pillowed fine grained flows, massive medium to coarse grained flows, tuffs and chlorite schists.

The massive fine grained flows are among the most abundant varieties of mafic volcanic rocks. Individual flows are difficult to pick out since most of the fine grained units grade into coarser grained rocks.

These rocks are medium to dark green in colour. In most instances this rock is massive.

The pillowed fine grained flows are similar in color, texture and mineralogy to the massive fine grained mafic flows. Where pillows are exposed they are small, ranging up to l metre by 5O centimetres in size. They are commonly deformed to a point where tops direction is impossible to determine with certainty.

Page 11: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadharse Geology 7

The massive medium to coarse grained -f l QMS closely resemble gabbro; however, theconcordant and gradational relationship these rocUs have with the fine grained units suggests that these rocks represent the centre of -flows which cooled more slowly than the margins.

The mafic tuffs arernediurn green in colour in most instances. Pyrite is a c ommon accessory mineral. Carbonate alteration is common in these rocks and in places carbonate may make up up to 30V. of the rock. In these highly altered rocks carbonate makes up the groundmass and chlorite occurs in long thin flakes. Bedding usually strikes within 10 of east-west and dips vertically.

The chlorite schists are medium green to dark green in colour. Foliation strikes within 10 of east-west and dips near vertically in most cases.

2 FELSIC TO INTERMEDIATE VOLCANIC ROCKS The felsic to intermediate volcanic rocks represent a very small proportion of the volcanic rocks found on this property. They occur as small lenticular beds contained within the predominatly mafic volcanic succession. These rocks are pale green in colour. They are massive to weakly foliated in texture. The most distinctive feature of these rocks which separates them from the mafic volcanic rocks is the presence of 20*/. recognizable quartz.

Page 12: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse ueuiogy^^ ^^ . p

3. NETASEDIMEMTARY ROCKS

The metasedimentary rocks underlie the southern half of the property, from 1OO metres south of the baseline to the southern property boundary. Good exposure of graded bedding can be found along the shore of McKellar Harbour.

The metasedimentary rocks underlying this property are represented by five distinct types: greywacke, siltstone, slate, mica phyllite and quartz, sericite, carbonate, graphite schist.

The greywacke is the most abundant type of sedimentary rock. This rock is a grey coloured rock on the fresh surfaces and a buff to light brown rock on weathered surfaces. The rock is bedded with bed thickness ranging from a few centimetres to 2 meters. Graded bedding is seen in some exposures and this grading was used to determine tops d i reet i ons.

The siltstones seen on this property are similar in color and mineralogy to the greywackes. In many instances rocks mapped as siltstone may represent the fine grained tops of graded beds which are not fully exposed.

The slates are light to dark grey coloured rocks and are very fine grained.

The mica phyllite is a medium grained light brown to buff coloured rock composed mostly of quartz and feldspar but with significant amounts of biotite and possibly muscovite.

The quartz, sericite, carbonate, graphite schist outcrops on two areas of the property. The most significanr occurence of this rock is located at line 5 west -H-5O north to line 7 west-1+OO north. This unit is some 1O to 15 metres wide. A section some 2O metres west of line 5 west was stripped and samples were taken for assay. The other occurence of this rock is located on line 7 west at l+OO south. This outcrop has been blasted and sampled previously. Samples were selected for assay during the mapping survey. (See appendix 1)

The exposure of this rock on line 7 west at l+OO south is very sericitic and much more pyritic than the exposures north of the baseline. This outcrop also contains zones rich in green mica. The surface of this rock is severly weathered and soft and rusty.

Page 13: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse Geology

4. MAFIC INTRUSIVE ROCKS

The mafic intrusive rocks which underlie the property are of three types: diabase, gabbro and lamprophyre.

Diabase dykes are common. They range in size -from less than one meter to almost 5O meters wide and -from a -few meters to over one kilometer in length. There does not appear to be distinct preferred orientation to these dykes.

All of the dykes have chilled margins and halos of wall rock alteration. This alteration consists of a bleaching and hardening of the affected wall rocks.

A large, 40 to 50 meters wide, body of gabbro extends from the south property boundary between lines 3 and 4 east to line 3 east at 5+OO south, where it is exposed in a cliff face. This unit forms a prominent topographic lineation trending north-south.

The rock is a massive medium grained, medium to dark green aggregate of plagioclase, chlorite and amphibole with minor epidote and trace amounts of pyrite. This rock has a similar appearance to the rocks mapped as medium grained massive mafic volcanic flows? however, this unit is discordant with the rest of the stratigraphy and the presence of chilled margins and wall rock alteration indicate that it is a gabbro intrusion.

Two small, lenticular sills of lamprophyre outcrop in rock cuts on lines 6 and 7 west. The lamprophyre is a dark brown to black coloured rock which is medium grained and porphyritic.

5. FELSIC TO INTERMEDIATE INTRUSIVE ROCK

Two varieties of felsic to intermediate intrusive rocks underly this property: syenite and prophyritic diorite.

A small sill of syenite outcrops on line 3 east at 1+25 north. This sill is offset by a fault and outcrops 20 meters to the north up line 3 east. This rock is a brick red coloured, medium grained aggregate of alkali feldspar and amphibole. A similar sill outcrops along lines i and 3 east at 2+00 south. A sill approsimately i meter wide of fine grained alkali feldspar porphyritic syenite outcrops in a cliff face on 5 west at 1+4O north.

Page 14: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse Geology i Q

6. STRUCTURAL GEOLOGY

A number o-f transverse -faults and isoclinal -folds were identified. Antiformal and synformal axial traces were mapped on the basis of bedding and cleavage relationships and younging reversals identified in the field.

A number of shears have been mapped. The most extensive shear zone strikes east-west along highway 17. Slickensides exposed in rock cuts indicate that motion along the fault was predominantly strike slip. None of the dykes that cross the shear zone are offset indicating that the intrusion of the dykes post dates the faulting

GEOCHEMICAL MAP INTERPRETATION

Map C shows the locations of all the geochemical soil samples. Map D is a plot of the gold values resultant from the geochern assays. There is only one anomaly at 7 + OO W. -1+OON. This anomaly coincides with an outcrop of quartz, sericite, graphite, carbonate schist. The highest value is 35 ppb.

Page 15: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

L.7W L.6W L.5W L.4WJ L.3W

?'OON

i

1 *OON

B. L '

1 *OOS

s

i -

'

'07010N

fl . i*™

C L. 6,574*10

07007S

07010S i

070125

07015S

'06020N

06017N

'06015N

06012N

06010N

0600 5S

06007S

'06010S

.06012S

06015S

f05020N J

05017N

'05015N

'05012N

'0501 ON

04020N

0^017N

04015N

0^,012N ]

OA010N ^

'

M

'03020N

^03017N

03015N j

03012N j J

'03010N |T l

;03008N

N

CUMBERLAND RESOURCES t

title: scale: I GEOCHEMICAL 1'' 2500

MA f

SAMPL LOCAT

3 drawn by:

A. MITCHELLt date: ,ONS . AUG.. 198A

map no;

0

Page 16: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

L.7W L.6W L.5W

2*OON

1*00

B.L.

L.AWi L. 3 WLEGEN

1 Jo - iso t i ne

PIC ke t line

sample location

CUMBERLAND RESOURCES

title:

GEOCHEMICAL MAP

Au (ppb)

scale:

1:2500

-4interpretat ion by :

A. MITCHELL

late :AUG., 1984

map no :

0

Page 17: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse Geology

ECONOMIC GEOLOGY

Three showings o-f sul-fide mineralization of economic interest are located within the boundaries of this property.

The most significant of these showings is located at 5+2OW - i+ 7ON.Pyrite is present in a quartz, sercite, graphite, carbonate schist. Pyrite and fuchsite? occur in a quartz, sericite schist at 7+OOW-l+OOS. Sphalerite, galena and pyrite occur in a small carbonatized shear at line 7+OOW- 5+50S. Surface grab samples submitted for assay from each of the showings returned nil values for gold.

The airbourne electromagnetic survey conducted by Cumberland Resources Limited in 1983 identified four anomalies. One anomaly is located 1OO meters south of highway 17 from lines 5 west to l east. This anomaly is interpreted to be caused by the sheared contact of the mafic volanic rocks with the metasedimentary rocks. The next anomaly is located trending from 1OO meters south of highway 17 on line 7 west to 150 meters south of highway 17 on line 6 west. This anomaly is interpreted to be caused by the quartz, sericite, graphite, carbonate schist. The conductive material is most likely to be the graphite. The third anomaly begins at 1OO meters north of highway 17 on line A west. This anomaly is interpreted to be caused by the quartz, sercite, graphite, carbonate schist. A coincident magnetic and electromagnetic anomaly occurs 15O meters north of the highway on line 3 west. This anomaly is apparently caused by a zone of magnetite alteration in a mafic tuff.

Page 18: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse Geology

RECOMMENDATIONS

Any -further exploration work on this property should cons 1st o-f :

1. Trenching and sampling o-f the mineralization in zones on lines 5 west and 7 west.

2. 5OO -feet o-f diamond drilling i-f the results o-f the trenching are encouraging.

CONCLUSIONS

The surveys located a number o-f geologically -favourable zones -for gold mineralization. Further work is recommended to test the potential o-f each zone. The recommended work to perform is trenching, sampling, and diamond drilling.

Page 19: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Deadhorse Geology jo

BIBLIOGRAPHY

Reports:

Assessment Files; Resident Geologist's office, Thunder Bay, Ontat i o

Wal leer , J. W. R. 5 Geology of the Jackfish- Middleton Area. Ontario Department of Mines Geological Report,tt50, 1967

Wallis, T.L.J History of Exploration, Cumberland Resources Limited property in Walsh Township, 1983.

Maps:

Map 2107 JacUfish-Middl eton Area, District of ThunderBay, Scale I'^.S miles. (1967) accompanies O.D.M.Geological Report 85O.

Page 20: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

QUALIFICATIONS

I, Andrew Ross Mitchell, of 31? Winnipeg Avenue, Thunder Bay, Ontario do hereby certify that s

1) I am a graduate of Lakehead University, 1984, and hold a Bachelor of Science Degree in Geology,

2) The data contained in this report was derived from observations made on the property described in this report, from the analytical results of 23 soil samples collected on this property, from the assay results of 10 rock samples collected on this property and from those sources listed in the bibliography.

3) I have no interest either direct or indirect in the mining property described in this report or in the securities of Cumberland Resources Limited.

4) I participated in the field and office work which concerned this project.

Andrew Mitchell, geologist October 3, 1984.

Page 21: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

APPENDIX l

ASSAY RESULTS, DEADHORSE PROPERTY, 1984

SAMPLE NO. LOCATION DESCRIPTION

3801 3+OOW/1+35S Sheared, pyritized rna-fic volcanic

8802 4+OOW/1+50N Sheared, silicified, pyritic volcan i c

8803 5 + OOW/1+5ON Pyritic, si l iceous,shear zone

8804 5+20W/1+70N Quartz, sericite, graphite, carbonate, schist

8805 4+70W/1+75N Same as 88O4

8806 5+2OW/1+70N Chip sample over 3 meters in quartz, sercite schist

S8O7 7+OOW/l+OON Quartz, sercite, schist

8808 7+OOW/l+OOS Chip sample over 2 meters in quartz, sercite, schist

8809 7+OOW/l+OOS Quartz, sercite, schist

8810 6+9OW/1+OOS Quartz, sercite, schist

ALL ASSAYS REPORTED "NIL" GOLD PER TON

Assay certificate attached

Page 22: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

SWASTIKA LABORATORIES LIMITEDP.O. BOX 10! SWASTIKA, ONTARIO POK 1TO

TELEPHONE: (705) 642-3244 ANALYTICAL CHEMISTS * ASSAYERS * CONSULTANTS

nf Attalpia

Certificate No. 58060

Received June 26, 1984 10

Date: July 4. 1984

Samples of ore——-——-—————

Submitted by Cumberland Res. Ltd.. Thunder Bay. Ontario Alt: Wm. Mccrindle

SAMPLE NO.

8801

8802

8803

8804

8805

8806

8807

8808

8809

8810

GOLD Oz./ton

Nil Nil Nil Nil Nil NilNil Nil

Nil

Nil

Nil

Per.

G. Lebel, ManagerESTABLISHED 1928

Page 23: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

APPENDIX 2

GEOCHEMICAL SOIL SAMPLE RESULTS

Page 24: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

PROJECT Ho: DEAD HORSEATTENTION: j. CRAIS(REPORT VALUES IN PPN)

030 12N 03015N 03017N03020N 04010N 04012N 04015N 04017N04020N OSO ION 05012N 05015N 050 17N05020N 05022N 06005S. 06007S 40KESH 06010S0601 2S 06015S 06010N 060 12N 060 15N0601 7N 06020N 07007S - 0701 OS 07012S07015S 07010N

ftG.9 .3 .5 .0 .4.2 .9 .4 .5 .4.9 .6 .9 1.6 .7

1.2 1.1.9 1.9 1.5.7 .9

1.2.6

1.01.2 .6 .9 1.1 .5

1.3 .B

AL21500 38600 17400 14400 1140019700 5820

15700 23400 6060

24700 17500 45800 33600 2540018500 23400 19700 21700 1600013600 8990

18900 34600 2830034300 29000 5950 29900 5630044900 13600

/^ ST 15th ST., NORTH VANCOUVER, B.C. V7H 1T2 ^ ^ (604)980-5814 OR 1404)988-4524

AS5 0 0 0 00 0 0 0 01 0

11 0 01 49 0

180 0 0 40 380 0 0 21 188 2

B26 37 21 14 1919 7

15 23 8

23 16 43 32 2518 21 22 23 21149

24 29 2532 26 6 29 6737 14

BI4' 6 6 3 33 0 4 4 12 1 5 2 02 1 0 0 11 0 3 0 30 0 3 0 01 0

CA11000 3380 3360 1250 16901370 1570 2740 509 626

11900 3110

15300 16300 249010200 11200 26300 11300 193004360 1120

24500 1800 12405980 416

1390 441 7233730 697

CD.4.0 .0 .0 .0.0 .4 .0 .0 .6.3 .1

1.0 1.0.0.7 .9

1.6 .4

2.2.5 .0

1.6 .3 .0.0 .0 .0 1.1 .7.0 .0

CO25 41 16 13 IS12 5

14 25 5

12 12 31 17 1615 11 9 28 229 7

11 33 3235 15 8 24 2649 9

CU144 92 16 10 1212 35 43 25 21

235 75

223 231 45127 109 156 100 7086 6

249 23 1733 20 7 32

10645 6

FILE No: 4-659S/P1+2 DATE! AUGUST 2, 1964

FE.67500 118000 62600 44500 6020042400 14600 54700 120000 1640031200 30200 64100 52900 8960039600 40400 22100 69800 2890033100 22700 26600 53900 61200110000 43800 34100 71600

10400069600 30500

K779 3420 995 637 752665 409 341 257 324432 379 419 368 395345 324 304 624 439443 646 964 317 3031090 509 147 287 452244 537

ne6410 22400 6690 9910 76206460 1040 8110 15900 20607090 8750 5660 2040 84606400 2310 1930 6750 29705000 4470 4260 29800 2260018200 7610 3310 14900 4100

36400 6130

Page 25: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

LI 61tt OS 01 IS OZSSI Zt BM 91 ZI9S Ztl

01 1881 SS 181 IZ 91IZ St tl ZI 61tz

OS 98tW

?86I Ti ?*t J/qi

9 'OSz*ttt6'zzi8'6tZ 8'6S O'BZI Z'StlS'lOI 6*08 9*St S*6Z 9'ZS

6*61 6*18 Z'BZ S'lZ 9*88

t'101

t 'li t'IS t'Bt

O'ZZ 6'8St 9'ZOI Z'9Z O'ZZ

9'IOt Z'Z9 t'tlZ S*6IZz'ssA

SII0 0 0 0t0 IZII8SI SZ Li ZI II0II9Z Z ZI91 0 0 II 90 0 0 0

n

li961 II B II SII ZI 91 ZI ZI91 II 91 tl tlII 91 SI II tlIt 8 tZI 01Za t i tiHI

81 ZS6S ZI L 01 OtZ!

91 tl ZZIS It 9t 91 6Z01 tt 19 SZ BZ01 SZ 91 01tzII LI IZ It ISUS

: isnsny *3iyo ^^ICO-fc -OW lit J ^A 7|

0 0s I0 0 00 0 0 0 0z010 00 0 0 0 00 0 0 0 00 0 0 0 08S

1 (1IX

0 691 61 0 01 081 LI IZ 8 118t SZ L\ SI 91II II SI II 81SZ tL ZI B0 t0 0 8Z3d

tZSt-886(t09) 1

91 0t9t ZII 81 101 Z6IZZ 96 09tl

ZI9OtSI 116 09SI OSIItzstot0981 OIIZ I9Z OZOIIIZ 181 101 811 II6t Zt tZ 0tizd

JO tIBSUIMOU

61 9IZZZ ZZ t 61 IISZI 6ZI

6 tltztl 61 tl ZZSI 9Z S6 SI IZZ OS ZI 9 ZI01 ZItlIS 91IN

i-086(t09)| ' ic inrr

Z8 St9tl SZ Zt 6t IZII Ztt8 981 ZZtoi6SI 9ZI ZS IS9S It 81 801 t9S9 19 6t ZZ 9616 6S Z8 IZ Z6m

^P" CA'

I

Z6 Z 0 I Il ii0II tI I8I t9 1 I0 Z 0 0I0 0I z son

tsi6tlSZI I6t 06 OZI68tOZZ ZS! ItZ

It!OOZI OOZIout06! 68!tzi161 008Z 881 91!611 ZIZ t6I 69toz8ZItzzItZtzsOZZINH

NOIOZO SSIOZOSZIOZO SOIOZOszoozoNOZ090 NZI090NSI090 NZI090 NOI090 SSI090 SZI090SOI090

HS3HOt SZ0090 SS0090 NZZOSO NOZOSONZIOSO NSIOSO NZIOSO NO I OSO NOZOtONZIOtO NSIOtO NZIOtO NOIOtO NOZOIONZIOIO NSIOIO NZIOIO l 010

5010iNoo Hi vjf! ivn .luUvjwJ

Q t Mwl *p 'unit in ilw icynu rtMin ;ou mnnuj

Page 26: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

PROJECT No: DEAD HORSE 705 M 15th ST., NORTH VANCOUVER, B.C. V7N 1T2 ^ FILE No: 4-659S/P1+2A.TTEKT1JW J. CRAIG (6.W??0.'5.!M 0J! l 6.0.^??8/15.?1 D.A.TE: WKNST 2 L 1SB4i?(?9?r^^f"ir^?"""""fr if^:??f - -""-jj^^"""-----"-^""----^--"--- --""-"-

0301^ 220 O 1003012N 47 O 503015N 26 O 503017N 31 O 503020N" " " " " " " " 34" * " " O " " " lo" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "

04010N 51 O 504012N 39 O 504015N 43 O 504017N 35 O 1004020N' " " " " " " " 8B~ " " " O " " " Y " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "

05010N 56 O 1005012N 153 O 1005015N 94 O 5050l7N 39 O 50502bN" -------^----^---y-----------------------------------------

05022N 87 O (506005S 85 O 506007S 40HESH 68 O 10060105 85 O 5060125" "- " " " " " " 77" " " " O " " " lo" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "

060155 22 O 506010N 77 O 506012N 25 O 5060l5N 36 O 50601711" " " " " " " " 63" " " " O " " " Y " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "

06020N 42 O 5070075 11 O (507010S 25 O 5070125 44 O 507015S" -------2B"~~~0~""lo"""""~""~""""""~~"~""""""~"""

07010N 17 O 35

Page 27: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Ministry ofNaturalResources

Report of Work(Geophysical, Geological,r* L - , l r i iGeochemical and Expenditures)

2.6185 WALSH

Mining Act

l

900 ,"Expenditures" section may he entered m the "Expend. Days Cr." columns.

- Do not use shaded areas belowType of Survey(s)

Claim Holder(s)

[Township o r A rea

Prospector's Licence No.

T- 1 3 03Address

_ __ 7̂ fSurvey Company

eA ve

Date of Survey (from ft to) iTotaTTWhW-of line Cut

Name and Address of Author (of Geo-Technical report)

eA lw- 74- Say.Credits Requested per Each Claim in Columns at rightSpecial Provisions

For first survey:

Enter 40 days. (This includes line cutting)

For each additional survey: using the same grid:

Enter 20 days (for each)

Man Days

Complete reverse side and enter total (s) here

Airborne Credits

Note: Special provisionscredits do not apply to Airborne Surveys.

Geophysical Days perClaim

- Electromagneticl .

- MagnetometerL

- Radiometric

- Other

Geological

Geochemical

Geophysical

- Electromagnetic

- Magnetometer

- Radiometric

- Other

Geological

Geochemical

Electromagnetic

Magnetometer

Radiofnetric

- - ~,

/i fl

Days per Claim

Days per Claim

Mining Claims Traversed (List in numerical sequence)

Expenditures (excludes power stripping)Type of Work Performed

Performed on Claim(s)

Calculation of Expenditure Days Credits

Total ExpendituresTotal

Days Credits

InstructionsTotal Days Credits may be apportioned at the claim holder's choice. Enter number of days credits per claim selected in columns at right.

Dat eQ Recorded,Hplder or Agent (Signature)

Certification Verifying Report of Work

Total number of mining claims covered by this report of work.

l hereby certify that l have a personal and intimate knowledge of the facts set forili in the Report of Work anncxetTlinicto, having performed the work or witnessed same during and/or after its completion and the annexed report is true.

Name and Postal Address of Person Certjfyin

7 4-Date Certified Ceriified by (Signature!

1362 (81/9)

Page 28: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Ministry ofNaturalResources

Ontari'l

Report of Work(Geophysical, Geological, Geochemical and Expenditures)

Mining Act

Instructions: Please type or print,- If number of mining claims traversed

exceeds space on this form, attach a l ist.Note: Only days credits calculated in the

"Expenditures" section may he enteredin the "Expend. Days Cr." columns.

- Do not use shaded areas below.Type of Survey(s)

Claim Holder(s)

-.4Address

[Township or Area

Prospector's Licence No.

7--/303

Survey Company

- Name and Address of Author (of Geo-Technical report)

Date of Survey (from 8. to)

j Day | Mo. j Yr. Day | Mo. | Vr.

Total Miles of line Cut

Credits Requested per Each Claim in Columns at rightSpecial Provisions

For first survey:

Enter 40 days. (This includes line cutting)

For each additional survey: using the same grid:

Enter 20 days (for each)

Man Days

Complete reverse side and enter total (s) here

Airborne Credits

Note: Special provisions credits do not apply to Airborne Surveys.

Geophysical

- Electromagnetic

- Magnetometer

- Radiometric

- Other

Geological

Geochemical

Geophysical

- Electromagnetic

- Magnetometer

- Radiometric

- Other

Geological

Geochemical

Electromagnetic

Magnetometer

Radiometric

Days perClaim

_. - ---.-.-^

Days perClaim

Days perClaim

Mining Claims Traversed (List in numerical sequence)

Expenditures (excludes power stripping)Type of Work Performed

Performed on Claim(s)

Calculation of Expenditure Days Credits

Total ExpendituresTotal

Days Credits

InstructionsTotal Oayt Credits may be apportioned at the claim holder's choice. Enter number of days credits per claim selected in columns at right.

^^-J* ~e Recorded Holder or Agent (Signature)

Certification Verifying Report of Work

Mining Claim Prefix I Number

Total number of mining claims covered by this report of work.

t hereby certify that l have a personal and intimate knowledge of tho facts sot forth in the Report of Work annexed hnreto, having performed the work or witnessed same during and/or after its completion and the annexed report is true.

Name and Postal Address of Person Certifying

/fuf.Date Certified Certifiec^-b^ (Signature)

1362 (81/9)

Page 29: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Cumberland Resources Limited 74 Winnipeg Avenue Thunder Bay, Ontario P7B 3P9 Att'n: Mr. Wm. Mccrindle

f DATE

July 12/84

'OUR ORDER NO OUR ORDER NO

1010

MOORE BUSINESS FORMS 3 7060E

; ®

CUMBERLAND RESOURCES LTD. 74 Winnipeg Ave. Ph. 344-6150 Thunder Bay, Ont. P7B 3P9

PAY TO THE ORDER OF

Swastika Laboratories Ltd.

One hundred and twelve-

iays •s handling No. 58060 July 4/84

V ,. ;^7 ̂ ( ?Y•- ' cO-^— 4^. *^C^- C3^'!| -

TOTAL ..

S 8.50 2.75

S 85.00 27.50

S 1 12.50 "'

0177 July 2? 19 84

.TANTS f

SUMOF

WXS'ij ?t?f?-'

THE ROYAL BANK OF CANADACumberland 8( Red Rive/ Rd. Branch 1 S^^ Cumberland St. ThuWrr Bay, Ont.

DOLLARS 100

Cumberland Resources Ltd.

-50j S 112.50

Per :

Per:

10EH- LBB'"E.ii' .•'00000 U 2 5 O i" 1

Page 30: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Phone: (604) 980-5814 or 988-4524

Telex: 04-352828

TO Cumberland Resources,

74 Winnipeg Ave.,

Thunder Bay, Ont.

OUR ORDER NO. TERMS F. O. B.

4-659 Dead HorseQUANTITY

32 32

STOCK NUMBER/DESCRIPTION

soil geochem - 26 ICP, Au soil sample prep

TOTAL

,

v^"^

UNIT PRICE

12

1 f . - i t Jx

X C"

bi ^

25 85

F

0,

33 ;

a.

AMOUNT

392 27

419

.

30 2020/

CUMBERLAND RESOURCES LTD. 74 Winnipeg Ave. Ph. 344-6150 Thunder Bay, Ont. P7B 3P9

0235 September 7 19

PAY TO THE . ORDER OF

MIN-EN Laboratories Ltd.

Four hundred and nineteen- -20j

SUM OF

THE ROYAL BANK OF CANADACumberland 8( Red River Rd. Branch

Cumberland St. Bay, Ont.

DOLLARS 100

Cumberland Resources Ltd.

Per :.

Per :.

lo E,' ED/

Page 31: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

P.O. BOX 10, SWASTIKA, ONTARIO POK 1TO TELEPHONE: (705)642-3244

Cumberland Resources Limited 74 Winnipeg Avenue Thunder Bay, Ontario P7B 3P9 Att'n: Mr. Wm. McCrindle

1010

Au Assays Sample handling Cert. No. 58060 July 4/84

. 41- OH7

8.502.75

S 85.00 27.50

112.50

.TANTS Pry

s5

Page 32: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

705 WEST 15TH STREETNORTH VANCOUVER, B.C.

CANADA V7M1T2

Phone: (604) 980-5814 or 988-4524 Telex: 04-352828

DATE August 8/84.YOUR ORDER NO.

T0 ' Cumberland Resources,

74 Winnipeg Ave.,

Thunder Bay, Ont.

OUR ORDER NO. TERMS F.O.B.

4-659 Dead Horse

QUANTITY

3232

STOCK NUMBER/DESCRIPTION

soil geochem - 26 ICP, Ausoil sample prep

TOTAL

. f^'u

UNIT PRICE

12

4-lU

tt

2585

.4

f

AMOUNT

39227

419

)

DO2020t

rvi074CX)-6oi"'~"*""""

Bank o? ,\

t;::.: i r 1934 i

37 - '400-

Page 33: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

v...,.'

SWASTIKA LABORATORIES LIMITEDP.O. BOX 10, SWASTIKA, ONTARIO POK 1TO TELEPHQNE: (705)642-3244

9584

Cumberland Resources Limited 74 Winnipeg Avenue Thunder Bay, Ontario P7B 3P9 Att'n: Mr. Wm. Mccrindle

r DATE SHIPPED VIA FED LICENCE NO PROV LICENCE NO YOUR ORDER NO OUR ORDER NO

July 12/84

TfRMS SALESMAN ~"\

Net ] 30 days l

QUANTITY j DESCRIPTION | UNIT PRICE l AMOUNT

10 10

^

Au Assays Sample handling Cert. No. 58060 July 4/84

Q&^A Q^H SClIff

c^xui 41 0117

p(^cd s^'' x^ ^uJi^J^W

.-^

TO*TAL ..

S 8.50 2.75

- -- ' '- -

IteMite.

S 8 5.00 27.50

*)

S 112.50^MOOftt BUSINESS FORMS 9 7060E

ANALYTICAL CHEMISTS * ASSAYERS * CONSULTANTS FACTURE l I NVOICE ESTABLISHED 1928

Page 34: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

MIN-EN LABORATORIES LTD.705 WEST 15TH STREET

NORTH VANCOUVER, B.C.CANADA V7M1T2

Phone: (604) 980-5814 or 988-4524 Telex: 04-352828

VOICEN? 46

DATE August 8/84,YOUR ORDER NO.

10 ' Cumberland Resources,

74 Winnipeg Ave.,

Thunder Bay, Ont.

OUR ORDER NO. TERMS F.O.B.4-659 Dead Horse

QUANTITY

3232

STOCK NUMBER/DESCRIPTION

soil geochem - 26 ICP, Ausoil sample prep

TOTAL

CJM^

w**

UNIT PRICE

12

*n\; ^ ctuS^

2585

\*A-

AMOUNT

39227

419

t

*

0020";

THESE ARE PROFESSIONAL SERVICES AND ARE PAYABLE WHEN RENDERED. OVER 30 DAYS Z'K. INTEREST PER MONTH WILL BE CHARQED.

Page 35: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

74 Winnipeg Avenue,THUNDER BAY, ONTARIO

P7B3P9

Telephone (807)344-6598

July ^, 1985

t.

r,. ;: y/. t

Land Management Branch Whitney Block, Room 66^3 Queen's Park Toronto, Ontario

Dear Sirs:

Re: file 2.8185

Enclosed please find duplicate copies of the cancelled cheques for the assaying expenditures of $531•70 as submitted for claims TB657^85 ..... in Walsh Township.

Thank you. r.Rt'Yours truly,

CUMBERLAND RESOURCES LIMITED ^ -i O

. E. Mccrindle

Page 36: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

June 24, 1965 File: 2.8185

Cumberland Resources Limited 74 Winnipeg Avenue Thunder Bay, Ontario P7B 3P9

Attention: W. Mccrindle

Dear Sir:

RE: Geological Survey and Data for Assaying submitted on Mining Claims TB 657485, et, al, 1n the Township of Walsh

In order to complete the above-described submission, please remit (1n duplicate), signed receipts or cancelled cheques as proof of payment for the 1531.70 expenditure credits claimed.

When submitting this Information, please quote file 2.8185.

For further Information, please contact Doug Isherwood at (416)965-4888.

Yours sincerely,

S.E. YundtD1rectorLand Management Branch

Whitney Block, Room 6643 Queen's Park Toronto, Ontario M7A 1W3 Phone:(416)965-4888

D. Isherwood:mc

cc: Mining RecorderThunder Bay, Ontario

Page 37: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

tano

Ministry ofNaturalResources

June 3, 1985.

MEMORANDUM TO:

DirectorLand Management BranchRoom 6643, Whitney BlockQueen's ParkTORONTO, OntarioM7A 1W3

SUBJECT: Technical DataCumberland Resources Limited

Enclosed please find duplicate copies of technical data and receipts covering mining claims TB657485 et al in Walsh Twp. (G636)

Audrey M^ HayesMining RecorderThunder Bay Mining DivisionOntario Government Building435 S. James StreetP.O. Box 5000Thunder Bay, OntarioP7C 5G6

Telephone: (807) 475-1311

AMH:cg

Encl.

"•'I'fD

" :' '.U5i

Page 38: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

Mining Lands Section

Control Sheet

File No

TYPE OF SURVEY

MINING LANDS COMMENTS:

GEOPHYSICAL

GEOLOGICAL

GEOCHEMICALx-" EXPENDITURE

Signature of Assessor

/7/7/frDate

Page 39: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

GRAVEL ftfi'* He. GRAVEL FILE'12633*Foxtrap Lake Area

HW3HWAY ANO ̂ CWti No

OTHEW ROADS

.

IT* ""iTi~CTri

T*- — -f— -^-fB * TB

5J5TIO ' 536483 .536731 J533756 )5353B5 |53B358 I-,—. —, -L. — — 4—

-i—Ob

win nw o m

MV

42D15NE0030 2.6185 WAL-SH

Page 40: 42D1SNE0a3e 2.8)85 WALSH 010 GEOLOGICAL …...derived residual mineral soils. Outcrop is estimated to comprise 3O-4OV. of the land area. Rocks are best exposed in highway roadcuts,

N

old highway roadbed

557/32!. l l*|vw*.rt/ ' / ?

\\ "r"•\ \^. -.....— m ^

McKellar Harbour

o o o oOo*

LD

Oo o

o4-

oo

oO*

CM

o o

o o

LkJo o

LU O O

LU O O•f

00

UJ Oo

LU O O

4-

LD

3+OON

2*OON

B. L.

1*OOS

2+OOS

3*005

A+OOS

OOS

6*OOS

7*005

8*Ot)S

TABLE OF FORMATIONS

KEEWANAWAN

FELSIC TO INTERMEDIATE INTRUSIVE ROCKS

5a Syenite5b Porphyritic diorite

MAFIC INTRUSIVE ROCKS

4 c Diabase

4b Lamprophyre

4c

ARCHEAN

METASEDIMENTARY ROCKS

3o Greywacke3b Siltstone3c Slate3d Mica phyllite

3e Quartz, sPricite, carbonate, graphite schist

FELSIC TO INTERMEDIATE VOLCANIC ROCKS

2a Massive fine grained flow

MAFIC VOLCANIC ROCKS

la Massive fine grained flowsIb Pillowed fine grained flowsle Massive medium to coarse groined flowsId Tuff

le Chlorite schist

LEGEND

Line

-—— — — -- Road or Trail

Power Line

H IN l l l Railway

80

80

80

/_ Schistoeifz or Cleavage (dipfing, vertical,

d i j., unknown)

—— Bedding (dipping, vertical,dip unknown)

80^-©-7 -7 Pillow Elongation (dipping, vertical, dipping

with tor direction, verticof with top direction)

^—7 First Cleavage

fe"7"

-t- —J-

Carb

Py

Sch

Ga/

Mag

Qt7

Second Cleavage, crenulation

Younging based on graded bedding

Swamp

Outcrop

Grid Line wifh Ticket Location

Stream or Creek with Current Direction

Synform Axis

Antiform Axis

Ecological Contact (observed, interpreted)

Shear Zone or Interpreted fixrtt

Observed Fault

Claim Post (location unconfirmed, location

confirmed)Carbonate Alteration

Fyrite

Sphalerite

Calena

Magnetite

Quartz Vein

Quartz Alteration

CUMBERLAND RESOURCES LIMITEI

DEADHORSE CREEK PROPERTY WALSH TWP.

mop l i tie

GEOLOGY MAP

scaJfl^2500

dateJULY 1984

geology byA MlTCHEt

map no.

42D15NEa830 2.8185 WALSH