summary of percussion drilling activities · 51 101672uuly3.4/92 ijuly 6,7/92 j aug 5/92 aug 4,6/92...

41I06SE0003 W9470.00026 EDEN 010

SUMMARY OF PERCUSSION

DRILLING ACTIVITIES

Tuesday, August 4, 1992

Drill arrives on site @ trail @ 9:00 am.Drill reaches drillsite 11:30 am prepared to drill-drill was temporarily stuck on 2nd creek crossing and required use of itswinch - crew on site: Richard Walker St Mark Beskopowany, minor fingerinjuries occured to both Richard St Mark while handling drill pipe.

Holes drilled on Aug.

ORDER OF DRILLING CONSBEC *

HOLE

1

2

- 75

1101771-85'

UO|

4

5

110147 l -loo 6

Il0lb71 - 40 2

1101671 -

1101671 - 50'

Total footage for Aug 4

11016? J -

AZM INCL.

180' -50 s S

O -50 8N

O -50'N

O -50'N

O -50'N

O -50 0 N

LENGTH

75'

s 305' . 7*5*11- s

l/.SKrS

COMMENTS

Hit water

100' ended in quartz

100' hitdiabat end of hole

40' hit water

100" ended in quartz

50 terminated in l O 'of diabase k 1 5' granite

465'

rrvr r r r * row ^ m o

Thursday August 6,1992

Crew on site fueled up k prepared to drill by 7:00am. Fueling was done the day before.-drill was down for two hours due to the right track coining off the sprocket as a result of climbing on uneven ground and boulders falling between the sprocket and track while drilling hole # 11. Repairs resulted in a loose track which prevented drilling of the planned holes *15 and *16, both which were on oneven terrain at the south end of section 4+9.W It was anticipated that these holes would indicate the western extension of the quartzite of zone 3 and hence the quality was expected to be marginal (ie.88-92% Si02). A diabase dyke cutting this area would have also deduced grade.

As time was still available prior to float pick up a new location for hole #16 was selected in zone 2 along the north side of the access trail enroute to the road 66 meters SE of the creek on top of the hill.

Holes drilling on Aug 6, 1992

ORDER OF DRILLING HOLE CONSBEC # *

l 1IOK7Z- 8S' 9

AZM INCL.

O 0 -50"N

2 \ lOlbfl ~3± 1 0 Q -50'Nnoi77i - fes'

O -62 0 N

O -50'N

O -50'N

3 l f 0(771 - /OO' 1 1

4 I/OH71 - foo' 1 3

5 1/0/771 - 30' 1 4

LENGTH COMMENTS

85' drillingterminated in 50' of granite diabase

100 abundant, granite throughout

100' ended in quartzite

100' ended in quartzite

30' hit water in quartzite

- S3' 1 2 O -90*N 55 terminated

in 15'

granite

55 1 5 O -50*N 55' hit waterhematite k alumina/

* quartzitedrilled in zone 2 , 6 6m SE creek along N side of trail, no samples for last 10'.

Total footage drilled for Aug 6 525 Total footage billed 525

Program total footage drilled 1623 Program total footage billed 1620

MOI77) -

r 55'

sir n-

(705) 897-4971

Box 520-2725 Belisle Dr., Val Caron, Ontario - POM 3AO

t&b fern**'ey?6ExTRA WORK REPORT

CUSTOMER. Jj&ftoctl. fiffHMdfal L 0* 7^ C/JV&J DATE:

N2 001083

4 yADDRESS: WORK LOCAT.ON, ^.^fefa Tfe/^y)

EMPLOYEE HOURS R*0. O.T.

DESCRIPTION OF WORK

/f e/r/'/fyr

EQUIPMENT DESCRIPTION NO. REO.HOURS

S.S.DESCRIPTION OP. WORK

//.r//r -/Q TCJY 5/T6 TV'g!

Ifr'/faf

en-/H.

4MATERIALS QUANTITY SUPPLIED BY

C j

M*

-757^7

WHITEi HEAD OFFICE PINK: CLIENT CANARY: FILE

(705) 897-4971

Box 520 - 2725 Belisle Dr., Val Caron, Ontario - POM 3AO

f A* WORK REPORT

CUSTOMER!

N 0 001084

Z 7

ADDRESS: & J g?? WORK LOCATION, LL.

EMPLOYEE HOURSO.T.

DESCRIPTION OF WORK

fth&'lbr //.rM fir ft. p


S.B.DESCRIPTION OF WORK

//.rSi' ? Sea** 4*4

- .- 2s 2LSLTAP an A

MATERIALS QUANTITY SUPPLIED BIT

Li4^'&L.

/l Ifjoo x/00 r /fiM- 6 3 1

/o 4o u

FOREMAN,AppROVEDBY , VnMKt

WHITE: HEAD OFFICE PINK: CLIENT CANARY: FILE

(705) 897-4971

Box 520 - 2725 Belisle Dr., Val Caron, Ontario - POM 3AO

CUSTOMER! G

ADDRESS:

—— -

WORK LOCAT.ON.

•5^^WV j &/PJ'

EMPLOYEE HOURS **0. O.T.

DESCRIPTION OF WORK

' '

/f //rf


S.8.DESCRIPTION OP WORK

/fcH-jtrvu

0T .iWftif

MATERIALS QUANTITY SUPPLIED BY

C 2 ^ ")

5X

3

X - "7gr~ 6

r-

FOREMAN;APPROVED BYl

WHITE: HEAD OFFICE PINK: CLIENT CANARY: FILE

EDEN PHYS. ASSMNT

Claim

Dates of Work

S 1094762 JUNE 30/92S 10947631 JUNE 30/92S 1094923! JULY 1&

2/92S 1094929 JULY 3

/92

fAUO 6/9

2IA

UG

6/92AUG 6/92

! AUG 4, 6/9

2SI 0989921 AU6 5/92

IAUG 5/92AUG 5/92

1 AUG 4, 6^9

251101671 AUG 4, 5

/92

IAUG 4,6/92IA

UG

4.5/92IAUG 4,5/92

51 101672UU

LY3.4/92

iJULY 6,7/92j AUG 5/92AUG 4,6/92JUNE 29, JULY 10IJULY 6,7 fc. AUG 5; AUG 5/92JJULY 6,7/92

SI10177U

JULY

S/92

i JULY 8, 9/92i JULY 5,6, 7/92i AUG 4, 5,6/92IA

U64.6/92

f JUNE 29, JULY 10!JllY

6,7J3.9AU

G4,5,6

i AUG 4 .5

,6/9

2JULY 5,6,7^8,9/92[AUG 4. 6

/92

Hours of Work

i Type of Work

3 i SHOVEL ACCESS3 i SHOVEL ACCESS

10+10=20 j SHOVEL ACCESS

j6"! SHOVEL ACCESS

1 .STERCUSSION DRILLING

1.5 AT Y RENfAL1 . 5 SAM

PL 1 NG COL L ECT 1 ON l

i FLOAT CHARGES-DRILL

0.751PERCUSSION DRILLING

6.75 [AfV RENTAL0.75ISAM

PLING

COLLECTIONFLOAT CHARG

ES- DRILL7.5 + 7.5=15

PERCUSSION DRILLINGFLOAT CHARG

ES- DRILL7.S + 7

^ 15

j AT V RENTAL7.5 + 7.5=15

[SAMPLE COLLECTION

4-1-10=14 f SHO

VEl ACCESS3 + 6=9

TRENCH! NG L 3+67Wl

2.5! PERCUSSION DRILLINGi FLOAT CHARG

ES- DRILLF COAT CHARGES- SHOVE L

3 + 6+2.5=11.5 IATV RENTAL

2.5 SAMPLE COLLECTION

[3+6=9 iSU

PEPVISIoFj/FlAPPING

5 1 SHOVE L ACCESS10+10=20

STRIPPING5+7+4=16

ITRENCHING 4+95,3+674 + 3. 25 + 7. 5= i 4. 8

RE RCUSS ION DR 1 L LI NGFLOAT CHARGES- DRILL

i F LOAT CHARGES- SHOVEL

7+4* 1 0+ 1 0+4+3 .25+7 .5 i ATV REN

TAL4 + 3.25+7.5=14.75

SAMPLE COLLECTION

S+7+4+ i 0+ 1 6=36

iSUPER

VisiON

/MAPPIN

G4 + 6.5=11.5

iSAMPLE DELIVERY

Amount of W

ork350m200m450m80m55

1

22 samples

r4(T16 samples

[305+410=715'

286 samples

,410m9' x 1 1 4' x 3' dp

i 120'

48 samples

|230m25m

x25m x 1 m

9' x 366' x 3' dp160+180+350

276 samples

648 samples

Contr. Value i S /C

laim1

195. 00 1 195.00

1 195.00!

195.661

1300.001 1300.661

390.00! 722.29

2 280.26!

4 15.661

51 22.501

2 14.53!

2 203.831

233.154

7.50!5

11.25121

10.57]2 3643.43] 4207.332{

188.9014

150.0615}

225.0011

9" i 0.661 2502.711

585.00J2f

611.49!2

31.7013

77.0214

115.00!BT

37.5015[

135.0011^ 325.00! 7870.151

1300.00!if 1040.0012J 35 16. 04 i21

182.3013

308.0614"|

4 12. 50 i5

221.2515 i

390. 00 j'6

175.001

Page l

List of Contractors (Contr.):

1) Cord Salo Contracting Limited P.O. Box 36, Sta. B Sudbury. Ontario. P3E 4N3

2) Consbec Inc. 2725 Delisle Dr. Val Caron, Ontario. POM 3AO

3) Dellece Construction k Equipment P.O. Box 938 Stn. B Sudbury. Ontario. P3E 4S4

4) Don Komarechka RR*1 Mindemoya, Ontario.

5) Robert Komarechka Apt* l 537 Haig St.

Sudbury, Ontario. P3C 1E2

6) Joe Kowal 23 2g? Downing St.

Sudbury. Ontario.

* Note: Depth of trenches (dp) is variable from i -5' depending on underlying bedrock topography which in this area is knobby.

Page 2

l•f-

Nick Dellelc* Limited, T. Enrlco Dellelce Jr. Limited, Peter Michael Dellelce Limited In partnership as

DELLELCE CONSTRUCTION St EQUIPMENTP. O. Box 938 STN. B - SUDBURY, ONTARIO P3E 4S4 - PHONE 560-1203

CHARGE TO: Mr. Robert G. Konarechka INVOICE N2 6611537 Haig Street Suite #1 INVOICE DATE: July 22, 1992

ORDER NO.SUDBURY, Ontario P3C 1E2

G.S.T. #R122207236

DATE REF. DESCRIPTION

3*?*

48377

For services performed on June 29, 1992

For the rental of an operated float to move a JSW 80 from Penage Rd to Long Lake Rd.

Price3:^ Cargo Insurance SurchargePermitGST

$165.004.9510.0012.59

Total Invoice S192.54

TERMS: NET 30 DAYS - INTEREST AT 2 V, PER MONTH CHARGED ON OVERDUE ACCOUNTS

INV.0192

GORDON SALO CONTRACTING LTD.

P.O. BOX 36, STA. B SUDBURY, ONT.

P3E 4N3

PH: 705-524-1540 FAX 705-560-6929 GORDON SALO 7 /09/92

MR. ROBERT G. KOMARECHKA WAW LAKE SILICA PROPERTY 537 HAIG ST., SUITE 1 SUDBURY, ONT. P3C 1E2

7/09/92

ONE JSW BWSOE TRACK TYPE EXCAVATOR WITH OPERATOR 0- 00TRAIL CONSTRUCTION, STRIPPING AND 0 .00TRENCHING ON MINING CLAIM, W AW LAKE AREA, 0- 0010 DAYS X 1 0 HRS^IOO HRS. @ 565.00 0- 00G.S.T. INCLUDED = 36500.00 5 6074.77

SUBTOTAL 6074.77GST 425.23PST O-00

$,6500.00

Nick Dellelce Limited, T. Enrlco Dellelce Jr. Limited, Peter Michael Dellelce Limited In partnership as

DELLELCE CONSTRUCTION a EQUIPMENTP. O. Box 938 STN. B * SUDBURY, ONTARIO P3E 4S4 * PHONE 560-1203

CHARGE TO: Mr. Robert G. Kctnarechka INVOICE N2 6612INVOICE DATE: July 22, 1992ORDER NO.

G.S.T.*R1 22207236^

DESCRIPTION

For services performed on

For the rental of an operated float to move a JSW 80 frctn Long Lake to Penage Rd

$165.00 4.95 10.00 12.59

Price3% Cargo Insurance SurchargePermit GST

TERMS: NET 30 DAYS - INTEREST AT 2V, PER MONTH CHARGED ON OVERDUE ACCOUNTS

9/21/92 14:04 O705 26S 3571 ALARIE CONST

10X520725 Belisle De. 'd Caron, Ontario OM SAD Tel: (705), 837-4971

(705) 897-4565WJ5 2 1 lift* !jj

U y ur:\^LZilj 'CI uiti.

ilOOl

INVOICE NO.

2034

LEO ALARIE Se SONS L3JD3ED P.O. BOX 912 Timmins/ Ontario P4N 7H1

Job LCo. 93016WaVT LAKE

DATE

August 7, 1992FAX

Yes H) OR)SlttLTO8EroW8B) Q tf

G.S.T. No. 101097863

-DI Xn.tDab

t.rr\Opaa&r

EQUIPMENT AND LABOUR ,

Operated SCH 3500 B.V. Drill

Pickup Truck 4x4

Big Bear 4x4

Richard Walker

MaTERIAL

2.75" Bits :

T-45 Couplings

T-45 Shank "

T-45 Steel

Mobilization

34.5 Hrs @ S125.00 per Hr

34.5 Hrs i 5 15.00 per Hr

.34.5 Hrs Q S 6 .00 per Hr .\1 ^~34?5 Hrs @ S 30.00 per Hr

S 4,312.50

517.50

207.00

.1,035.00

16 @ 5130.00 per Bit 1,690.00

3 @ 5 90.00 per Coupling 270.00

l d 5265.00 per Shank 265.00

3 @ 5342.00 per Steel 1,026.00

400.00

FBOT*^GST

TOTAL

9,723.00

680.61

10,403.61

EX l ST l w G.

CURRENT LAND STATUS

Information taken from Jndei to LandDisposition Maps G-4112 and G-4042

oi Eden and Tiilon townships respectively

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41I06SE0003 W9470.00026 EDEN 020

-LORRAIN ORTHOQUARTZITE STUDY -

SILICA POTENTIAL

EVALUATION of ZONE'S

and BULK SAMPLE PROGRAM

- EDEN TOWNSHIP -

Prepared by:

Robert G. Komarechka P.Geol. BEDROCK CONSULTING

October 13. 1993

for:

Leo Alarie fc Sons Limited

41I06SE0003 W9470.00026 EDEN 020U

TABLE OF CONTENTS

page

INTRODUCTION..................................................,....................................^

LOCATION and ACCESS........................................................................^

GENERAL GEOLOGY..............................................................................^GEOLOGY OF ZONE *3.................................'......................................4

DESCRIPTION OF FIELD ACTIVITIES..............................................^LINE CUTTING fc MAPPING..............................................................^TRAIL CONSTRUCTION 8t STRIPPING............................................^PERCUSSION DRILL PROGRAM.........................................................?TOPOGRAPHICAL SURVEY................................................................?SAMPLE EVALUATION......................................................................^HAULAGE ROAD.................................................................................8BULK SAMPLE....................................................................................8

CONCLUSIONS t* RECOMMENDATIONS............................................. 9

REFERENCES...........................................................................................^

CERTIFICATE..........................................................................................I3

APPENDICES........................................................................................... 14APPENDIX 1 - Sample Descriptions....................................14-i-lAPPENDIX 2 - Assay Results.............................................. 14-ii-lAPPENDIX 3 - Drill Locations fc Sections......................14-111-1APPENDIX 4 - Reserve Calculations................................. 14-lv-l

List of MapsMap * 1 - Index Map....................................................................2-1Map * 2 - Local Index Map........................................................2-11Map * 3 - Current Land Status...............................................2-111Map * 4 - Outline of Reserves..................................................8-1Map * 5 - Drill Location................................................... 14-U1-2Map * 6 - Geology Map................................................in back DocketMap * 7 - Topographical Map....................................in back pocket

LORRAIN FORMATION

SILICA POTENTIAL

EVALUATION of ZONE *3

- EDEN TOWNSHIP -

INTRODUCTION

This report is a detailed evaluation of the silica reserves of Zone *3 os described in earlier reports (see Komarechka, 1991 S. 1992). This report is the culmination of trail construction, stripping, detailed mapping, a percussion drill program and a reconnaissance topographical survey leading to the production of sections and a calculation of reserves in situ. A bulk sample program was also conducted. Site *3 comprises portions of five claims numbered S1098992, S1098988, SI 101672, 51101770 and 51101771 Oaims5i098987, 51098988, 51098991 and Si 101771 underlay the route of the haulage road and claims S1094762, 51094768, S1094927 (now claim 51179524), 51094928, S1094929, S1098992, SI 101671, S1101672 and S li 01771 underlay the route of the trail. See current land status Map *3.

Acknowledgement is given to the Ministry of Northern Development and Mines and their Ontario Prospector's Assistance Program (OPAP) for the funding of part of this work as well as Leo Alarie fc Sons Limited for funding the cost of the percussion drilling, assaying and topographical survey.

LOCATION and ACCESS

The study area is located in the central east portion of Eden township in the District of Sudbury. It is located at a latitude of 46 8 19' and longitude of 81" 05'

Access to the area can be obtained by driving 27 kilometers south of Sudbury on Lonq Lake Road, Tilton lake Road and Wavy Trail. One kilometer

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46'

4-7*

NORT

HB

KY

LOC

M.

IND

EX

t PROPOSED

CURRENT LAND STATUS

EX l ST 110 ft

EXlST/06-

r^ce -Eft&TlUG. fCM CLMMJ

HAUL AOATP

• : G)^^^J^a... STILTON TWP-

Information taken from Indei to Land '* L Disposition Maps G-4112 and G-4042

of Eden and Tilton townships respectively

l,500 1000 ZOOOtn.

down the Wavy Trail after the turnoff from the Tilton Lake Road a recently constructed trail 2.3 km. long leads eastward to the area. One can also drive directly to site*3 by contiuing down the Wavy Lake trail until just before Wavy Lake, then turning left for about one kilometer on the Wavy Lake North Shore Road where a recently constructed road leads eastward to the face of the quarry and joins up with the previously mentioned trail. At the time of writing this report, as per an MNR request, this road has been blocked to traffic.

Index map *l and local index map *2 give trie general location of this site. Map *3 shows the current land status in the area and further defines the location

GENERAL GEOLOGY

The area of study represents a portion of the western contact of the Eden Lake Granite with the Huronian Lorrain formation.

Generally the Lorrain formation in the area, adjacent to the ear lie" Gowganda formation to the west, qrades from a pink arkosic quartzite into 3 tan massive aluminous quartzite, then into a massive to banded green alumina rich orthoquartzite, then into orthoquartzite with red bands of hematitic quartzite, then into areas of orthoquartzite and cherty orthoquartzite, containing occasional reddish hematitic swirls The highest values of silica appear to occur in the last two rock types.

From the results of the mapping and assay results it is apparent that the occurrence of the last two members of the upper Lorrain appear along a parallel trend that matches the Gowganda Lorrain contact as indicated in OGS map 2299. Unfortunately this contact is not continuous due to intrusions of Nippising Diabase and later Eden Lake Intrusives. In addition, alteration due to local thermal effects from these intrusions, their metasomatic alterations and small scale structural movements and folding add complexity to the geological picture.

Field observations suggest that, the Eden Lake Granite frequently intruded along pre-existing (Nippising) diabase intrusions within the Huronian metasediments. This resulted in partial assimilation and occasional brecciation of the surrounding diabase and quartzites, A result of this assimilation is the production of a hybrid rock noted as grey granite on tne map This rock is frequently encountered along the contact of the

Huronian metasediments and the Eden Lake Granites and is gradationally with the latter.

The intrusion of the Eden Lake Granite and the tectonic effects of the nearby Grenville Front resulted in numerous local faults and minor local displacements. Generally the more siliceous quartzites reacted to this by brittle fracturing while the more argillaceous metasediments responded by plastic deformation as evidenced by their highly variable dip and strike.

Details of the extent of these rock types are shown on the geology map (map *6) located in the back pocket.

GEOLOGY OF ZONE *3

Zone * Z appears to consist primarily of white cherty orthoquartzite believed to represent the upper Lorrain Formation it may also be possioie that zone *3 is a remnant of Bar River Orthoquartzite.

The northern contact of this zone appears to change gradationally to an interbedded unit of narrow orthoquartzite, feldspar rich quartzite and arkosic bands. This area generally weathers recesslvely compared to the orthoquartzite and is bounded to the north by a combination of primarily diabase, followed by grey granite and gneissic metapelite. These last three rock type form a prominent ridge paralleling zone *3 to the north. Eden lake granite is also found in some areas but generally not in the immediate contact zone

The northern contact of the orthoquartzites as snown on the Geology map is poorly defined as most of this area is covered by overburden, in addition, the contact, in some areas, appears to be nonlinear due to some local folding and displacement. Despite the above, the contact was drawn to show the maximum southern extension of orthoquartzite having *90?S silica content. Locally some variations from this contact line may be expected.

The southern contact of trr.s zone appears to change abruptly along the base of a high east-west nqge of primarily grey granite This somewhat undulating contact appears to be pushed northward along lobe shaped areas of granite intrusions. To the east of this contact the enclosing rocks change from a grey granite to a gneissic metapelite. These rocks snow a highly variable strike ana dip orientation along the contact This may represent a-' area of plastic deformation. A small area of Eden Lake pink granite occurs

along the contact in the southwest corner of the map area, but generally this rock Is more common in the center of Granitic bodies.

The southern contact seems to be well defined along the base of above mentioned ridge but due to the lack of outcrop between the contact and the high quality silica orthoquartzite bedrock exposed to the north (between lines 3+7 1 W and 1+20W) and due to the possibility of the westward extension of a large waste band, drill proven reserves -were calculated for only part of this area.

Several variations in quality are found along the strike length of Zone *3 The purest area of this zone appears east of 3+71 W and narrows beyond the last outcrop shown 25 meters east of line 0+00. Quartzite in this area is generally white, cherty with occasional reddish hematitic swirls. The silica content of this area averages 9453?* The calculated reserves in this report come from part of this area. The remainder of this area has been classified as drill indicated reserves. These drill indicated reserves are located in the southwestern part of this zone where there Is a slight reduction of the silica ( estimated 9! - 921^ silica) content due to the presence of a series of parade' thin 1/16" - 1/2" micaceous seams, some minor granitic bands and some boudmaged granite and diabase trains Tnis lower grade area occurs south of a line from the northern part of Line 3*71 w~to the south of hole *8 ana toward hole *4 of line 1*20W. See Map '4 for reserve delineations

Also within this area is a 2 to 6 meter waste band of grey granite shown in outcrop in the southeastern part of the zone Several narrow (less than j meter) parallel to subparallel bands and small boudmaged waste bodies of grey granite are also found near this large waste band This large waste band runs more or less along the strike length of the eastern part of the zone and separates two areas of *90^ silica This waste zone was not calculated as part of the reserves and should not be co-mingled with any silica produced Tnis waste band disappears under overburdened areas to the west, it may be continuous with a diabase encountered in hole 1 1 between 20' and 45' and again further westward in outcrop along the access road and in the large outcrop shown on the south part of line 4+95W

Along line 3+7 1 W and to the west, the silica content of the quartzite becomes reduced due to numerous bands or inclusions of reddish hematite stained alumina Along and beyond line 4+95 W the reduced silica content is, in part, reduced by the same bands or inclusions as line 3+71 w as well as a general increase in the overall alumina content of the quartzite. Lack of outcrop exposure between these two lines prevents delineation of these

bands and inclusions hence this area has been classified as possible

DESCRIPTION OF FIELD ACTIVITIES

LINE CUTTING fc MAPPING

Line cutting services were provided by a Joe Kowal of 22 Downing Street, Sudbury/Ontario, and the author during June 17, 1992, using compass bearings and chaining. A base line 600 meters long beginning at the eastern margins of Zone *3 at a bearing of 92* was cut and marked at 10 meter intervals This line more or less represented the center of the strike of zone *3 and is shown on the Geological (Map 6) and Topographic (Map 7) maps located in the back pocket.

Detailed geological mapping at a scale of 1.750 was performed by Robert Gerald Komarechka of 537 Haig Street, from September 17, 18, 21, 22 and September 24, i 992, using compass and hip chain measurements from the baseline with tie-ins from the topographical survey

TRAIL CONSTRUCTION 6 STRIPPING

Trail Construction and stripping was performed by Gord Salo Contracting Limited, P. 0. Box 36, Sta. B, Sudbury, Ontario. The work was performed during the period of June 30th to July 9th inclusive with a J5W BH80E track type excavator operated by Gord Salo. Trail construction was for a 2.3 kilometer route, which included 600 meters of upgrading an existing trail Tne purpose of this trail was to permit access for a

.percussion drill. The route of this access trail is shown on the current land status map (map *3).

Stripping and trenching consisted of removing overburden along three strips, averaging 100 meters in length and about 120 meters apart, across the strike extension of Zone *3. Stripping and removal of overburden was also done around the proposed quarry face located at the end of the access trail See the drill location map (Map *5) in appendix *2

PERCUSSION DRILL PROGRAM

On the morning of July 29, 1992 the locations for the percussion drill holes were laid out by the author On August 2 , 1 992 a chain saw was used Dy the author to cut out access routes for the drill to reacn the drill sites The percussion drill program was carried from August 4, 1992 to August 6, 1992 by Consbec Inc. using an 5CH-3500 BV Gardner Denver hydraulic crawler drill with winch. The drilling personnel consisted of the driller nark P. Beskorowany and his helper Richard P. walker. Drilling Supplies were conveyed with a Big Bear 4x4 all terrain vehicle.

A total of scholes comprising 1620 feet of drilling and resulting in 318 chip samples were collected at the drill collar over eacn 5 interval of rock drilled These samples were bagged, labelled, visually inspected and shipped to the assay lab by the author wnile drilling was ongoing. Observations of the cursory visual examination of these samoles are written up in Appendix *i Transport of sampling equipment to the site and return of the samples was accomplished with a Pas Partout rubber tracked all terrain swamp buggy. Joseph Kowal was also retained on August 4,4for further chain sawing and sample delivery Map 5 4 6 shows the location? of ali but one of the percussion drill noles The location of hole 1 5 is shown on Nap 3 in claim 1094929, just north along the access trail. IT MSA BePiCM/6- Of- o c O0**" "vxf/t A

TOPOGRAPHICAL SURVEY

in an effort to assist in mine development and to confirm field measurements a rudimentary topographical survey was undertaker- by Trueline Z* L ayout of Sudbury Ontario Tnis work involved the use of a Geodometer total station and down loading to a computer Subseauent contouring was performed using AUTOCAD version 10. The field work was performed on September 19, 1992 by Jim Dasti, instrument man and Peter Fioweroay and the author as prism (rod) men Computer work was performed by Peter Flowerday. The result of the work is shown on Map *7 in the back pocket.

The elevations shown on this map are relative elevations The first reading taken near station 0+00 was arbitrarily set at 1 00. Two bench marks 'were established at prominent points along the southern contact ridge for later tie-in to a geodetic bench mark if reguired.

SAMPLE EVALUATION'

The samples coil-acted were assayed by Acme Analytical Laboratories of Vancouver British Columbia. The analysis consisted of a geochemical whole rock ICP analysis These results are shown in appendix *2. The hole location, depth and sil/ a content of each sample has been plotted on the appropriate sections located in appendix * 3.

HAULAGE ROAD

After obtaining an Aggregate Permit from MNR to remove a bulk sample from this site a 1.2 kilometer road was constructed from the Wavy Lake North Shore Road (WLNS Road) to site *3 to allow for the extraction of a bulk sample requested by INCO. Work on this road began on November 4,

1 992 and was complete^' by November 24, 1 993.

Work on this rocc consisted of chalnsawlng of standing trees (for a 66' right of way) Into pMes of firewood - carried out by Roger Pellerin of Box 67, Warren, Ontario, POH 2NO, transporting gravel for the road bed with 2 tandem trucks - opei ated by Savard M Trucking of Regional Road *8; Onaping Plaza, Onaping, Ontario, spreading of the gravel with a D4 Bulldozer and grading with a 740 Champion grader - the last two pieces of equipment were leased and operated by Leo Alarie k Sons Limited. The location of this haul road is shown on map *3 - Current Land Status.

BULK SAMPLE

On November 16, 1992, while work on the road was being completed, Consbec Inc. of 2725 B? i isle Dr. Val Caron, Ontario, arrived on site with a Gardner Denver Hydratra;k. This machine drilled 16-4" dia. holes of 30 feet each on a lO'xlO' pattern to blast an area of about 90m2. About 800* of ammonium nitrate w^re used with Ensign Blckford E225/350 detonators primed with Trojan *3/- \ primers to produce about 1200 .to 1400 tonnes of rubble.

During the last week of November loading and haulage (delayed by heavy rains affecting the roadbase) of the blastsd silica was undertaken by Savard M Trucking with 40 ton semi dump trucks. A total of 720 tonnes of material was hauled to E. R. Jules Crushing installation located at the Falconbridge Smelter Complex in Falconbridge. Unfortunately, heavy rain prevented removal of more material.

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Crushing of this material was undertaken from November 30 to December 2, 1992 with the recovery of 543 tons of .375" x 1.5" silica product delivered to the INCO smelter complex by Savard M Trucking Approvimately 226 tonnes of minus .375" material was left at the Falconbridge crushing site

The silica delivered to INCO was tested in their smelter and proved slightly superior to the material from the Alban ouarry primarily because it had less decrepitation, (pers. communication with Nell Feeley, INCO Copper Cliff Smelter Superintendent et al.). Even though this product was not washed, it was less dusty to handle than material from Alban

CONCLUSIONS * RECOMMENDATIONS

As a result of the calculations shown in appendix *3 k *4, over one million tonnes of drill proven*- reserves of silica averaging 94.53?* silica "..s?, been ce'lneated in the area from 0+00 to 3*05W and to a depth of 80 This area is open at depth and Indications for further reserves at depth are excellent.

Further marginal an l i indicated* reserves of about 234,300 tonnes averaging about 91& to 92S silica have been delineated in the area from 3+05W to 3+71 W. The major impurity in this area is alumina. This impurity is due primarily to the mineral muscovite, with some feldspar and amphiboles, which, although not apparent on surface in the driH intersections to be either micaceous seams, xenoliths or narrow bands of granite and minor diabase.

As a result of the detailed mapping completed, after the percussion drill program, additional outcrops of orthoquartzite (containing +90S& silica) have been located which were beyond the area examined by drilling and not included in the drill proven reserve category. These reserves, due to the lack of outcrop exposure, but as a result of persistent continuity, are Classified in the probable reserve* category. The location of the probable reserves are shown on map *4. Looking on the geological mac these areas contain significant overburden and may contain varying amounts of waste rocks As a result it is suggested that these areas be investigated as progressive stripping occurs during mine development. No tonnages have been qiven for these probable reserves.

A further area of possible reserves* occurs along zone *3 between 3+71W and 4+95W. This large area of approximately 13.392 m? appears to contain quartzite with a silica content of about 89.5?; based on average section grades. Lack of outcrop and drill data prevents further speculation of this area.

No further drilling to examine the westward extension of zone *3 beyond 4+95W was undertaken as some surface sampling indicated excess alumina within the quartzite. Further examination and analysis is required to confirm this generalization.

A persistent wide band of grey granite along the southeast part, of zone *3 appears both on the geological map 6 and drill hole location map in appendix *3 Although good quality silica exists on both sides of this waste band, this band should not be co-mingled with the ore Its westward extension beneath the overburden should also be determined.

As a result of the bulk sample (taken from an area of average grade - see Map *6 and section of hole*?) this silica has met the requirements of a flux for the INCO smelter and even slightly exceeded the quality of the existing supplier The recovery ratio of silica flux from the blasted material in this bulk sample is 68.569?. if this ratio is maintained, and a total of 1.000.000 tonnes of +90& silica is blasted, this would produce 665,600 tonnes of flux, more than enough for 5 years production!

*fiOtt.

drill proven reserves here refer to confirmation of grade in two directions and consistent delineation in a third direction (depth) The depth delineation is determined by comprehensive sections at least 130 meters apart.

drill Indicated reserves here refer to the same situation as above but lacking in surface exposures or in not having comprehensive drill sections, to define a variable composition. As these reserves appeared marginal it was not felt prudent to pursue their evaluation at this stage of exploration

probable reserves here refer to good surface indications of grade but lacking good bedrock exposure and also lacking in depth investigation These are areas which require further examination (le: definitely stripping and

O

possibly drilling) No figures for tonnages for this category have been determined.

possible reserves refers to areas of investigation were good grade quartz has been found as well as waste Overburden coverage prevents determination of the quantities of each. These areas may not contain Quartz worthy of extraction but they should nonetheless be investigated. No figures for tonnages for this category have been determined.

REFERENCES

l. Card, K. D., Palonen, P. A., and Siemiatkowska, K, M.,1975: Geology of the Louise-Eden Area, District of Sudbury; Ontario Dlv. Mines,. GR 124. 66p. Accompanied by Map 2299, Scale, 1 inch to 1/2 mile

2 Komarechka.. Robert G,199!. Lorrain Orthoquartzite Study - Silica Potential - Eden Township, OPAP Req. *OP90-29i.

3 Kornarechka, Robert G..,1992: Lorrain Orthoquartzite Study - Silica Potential - Claims *S1 li 7707, 51117706 and S1094930 - Eden Township, Jan 1,1992

4 Komarechka, Robert G.,1992. Percussion Drill Program Evaluation of Silica in Zone * l, Claim S1094925 - Eden Township, Feb. 1992.

5. Komarechka, Robert G.,1992: Lorrain Orthoquartzite Study - Silica Potential - Evaluation of Zone *3, Eden Township, for Leo Alarie t- Sons Limited, October l O,i Q G' --

6. Komarechka, Robert G.,1992 Lorrain Orthoquartzite Study - Silica Potential - Zone *3 Ede Townsnip, OPAP Reg *OP92-839 Jan 24, 1993,

7. Komarechka, Robert G.,1993. The Wavy Lake Quarry Proposal, Social Concerns, Publicity 8. Developments. Eden Township, District of Sudbury.. June 24, 1993

8. Spaven, H. R.,1966. Granite Tectonics in part of Eden Township, Sudbury District, Ontario; unpublished Msc, thesis, Mcmaster University, Hamilton.. Ontario.

CERTIFICATE

l, Robert G. Komarechka, of the City of Sudbury, in the Province of Ontario hereby certify as follows:

l. That l am a consulting geologist currently residing in Sudbury

2 That l am a graduate, BSc. Geology major, of Laurentian University of Sudbury, Ontario, a registered professional geologist in the Province of Alberta affiliated with"the Canadian Council of Professional Engineers, and that i have been practicing my profession for ten years.

3. That l have an interest in the properties at this time.

4 That this report is based on field observations and assays undertaken over the summer of 1992 and from previous work.

Robert G Komarechka P Geo

Dated at Sudbury, Ontario, this 13th day of October, 1993.

APPENDICES

M

APPENDIX #1

BRIEF SAMPLE DESCRIPTIONS

BRIEF SAMPLE DESCRIPTIONS

NOTE:

The sample descriptions below are based on quick visual observation with no magnification. As a result, the rock name diabase has been used in the following descriptions in the most liberal field terminology and consequently may refer to any dark colored rock encountered in the area such as metagraywake, grey granite and dark coloured gneiss as well as actual diabase.

It should be mentioned that the sample descriptions given below were based on observations prior to the return of the assay results and do not necessarily indicate the true quality of the samples. The reader is asked to refer to the assay results in appendix 2 for more information.

Generally high alumina refers to contamination by muscovite mica and high K2O refers to contamination by feldspar (primarily orthoclase).

The following abbreviations have been used to expedite descriptions:

X - an apparent poor sample ? - questionable sample

okay - a good sample

HOLE O 'M^

0-5 okay, trace of diabase St, talc and l meter overburden

5-10 okay, minor alumina A K2O

10-15 okay, alumina

15-20 okay

20-25 ? mixed with dirt ? or high K2O

25-30 X high K2O and minor diabase

30-35 X abundant diabase

35-40 X granite

40-45 X granite - stopped due to poor quartz

HOLE l

0-5 okay*

5-10 okay, trace alumina

10-15 okay, trace alumina slight hematite

15-20 okay, trace alumina slight hematite

20-25 X abundant K2O, minor alumina

25-30 okay

30-35 okay

35-40 X abundant K2O, trace diabase ?

40-45 okay, trace hematite

45-50 okay, trace alumina Si hematite

50-55 okay, trace alumina A hematite

55-60 okay

60-65 X abundant diabase (2096): trace pyrite

65-70 okay, slight trace diabase

70-75 okay, minor alumina

75-80 ? diabase/granite

80-85 okay


90-95 okay ? alumina/KlO

95-100 okay

HOLE 2


5-10 okay, minor alumina




25-30 okay

30-35 ? abundant alumina

35-40 ? abundant alumina - hit water, stopped drilling

HOLE 3

0-5 okay


10-15 okay

15-20 okay

20-25 ? good trace diabase

25-30 trace diabase

30-35 okay

35-40 okay, hematite

4

40-45

45-50

50-55

55-60

60-65

65-70

70-75

75-80

80-85

85-90

90-95

95-100

HOLE 4

0-5

5-10

10-15

15-20

20-25

25-30

30-35

35-40

? good trace diabase

okay

okay

okay

okay, trace alumina

okay ? hematite/alumina

okay ? hematite/alumina

okay

okay

X - abundant granite

okay

okay

X overburden

X overburden

okay

X diabase/granite

X diabase/granite

okay

okay, minor diabase

okay, minor diabase

40-45 okay

45-50 X Wfo diabase

50-55 okay, trace diabase

55-60 X Vfo diabase


65-70 okay, slight trace of diabase

70-75 okay

75-80 okay

80-85 okay

85-90 okay

90-95 okay

95-100 okay, slight hematite

HOLES 5

0-5 overburden

5-10 X diabase/granite

10-15 X diabase/granite

15-20 X diabase7granite7quartz(309b)

20-25 okay? granite


30-35 ? trace hematite/granite

35-40 ? trace bematite/graniteidiabase

40-45 okay


50-55 okay

55-60 X good trace hematite, alumina, diabase

60-65 ? X good trace hematite, diabase







95-100 X good trace diabase

HOLE 6

0-5 okay

5-10 okay


15-20 okay, trace hematite , trace alumina

20-25 okay

25-30 okay

30-35 okay


40-45

45-50

50-55

55-60

60-65

65-70

70-75

75-80

80-85

85-90

90-95

95-100

HOLE 7

0-5

5-10

10-15

15-20

20-25

25-30

30-35

35-40

okay

okay

X ? hematite/alumina

okay

okay

X granite

okay ? granite

okay

okay

okay

okay

okay, diabase 100'

okay, trace alumina

okay, trace alumina

okay, trace alumina Se diabase

okay

okay, trace alumina A diabase

okay

okay, trace alumina

okay, trace alumina

8

40-45 okay

45-50 okay

50-55 okay

55-60 okay

60-65 okay

65-70 okay

70-75 okay

75-80 okay

80-85 okay

85-90 okay



HOLE 8

0-5 okay, trace of paint from new drill steel

5-10 okay, trace of paint from new drill steel

10-15 okay

15-20 X granite & alumina tic hematite

20-25 X? alumina A hematite

25-30 X? alumina A hematite

30-35 okay

35-40 X alumina

40-45 okay

45-50 okay

50-55 okay

55-60 okay ? alumina A hematite



70-75 okay, hit water, stopped drilling

HOLE 9

0-5 okay

5-10 okay

10-15 okay

15-20 okay


25-30 okay

30-35 okay, trace granite

35-40 X granite

40-45 X granite A diabase


50-55 X granite SL diabase

55-60 X primary diabase

60-65 X ? trace diabase

10

65-70

70-75

75-80

80-85

HOLE 10

0-5

5-10

10-15

15-20

20-25

25-30

30-35

35-40

40-45

45-50

50-55

55-60

60-65

65-70

70-75

75-80

X good trace diabase

okay, trace diabase

X good trace diabase

X primary diabase, poor samples, drilling terminated

X primary diabase fa granite

X primary diabase A granite

X abundant granite

X abundant granite

X abundant granite

X abundant granite

X abundant granite

X abundant granite

X abundant granite

X abundant granite

X abundant granite

X abundant granite

X abundant granite

? X abundant granite

X abundant granite *fe diabase ?

X abundant granite St. diabase

11

80-85 X abundant granite Se diabase

85-90 X abundant granite A diabase

90-95 X abundant granite

95-100 X abundant granite

HOLE 11

0-5 okay

5-10 okay

10-15 okay


20-25 X granite diabase & hematite

25-30 okay, granite


35-40 X 209& diabase

40-45 X 7 Vfo diabase

45-50 okay

50-55 okay ? trace granite

55-60 okay

60-65 okay

65-70 X granite ft diabase

70-75 X granite Si diabase

75-80 okay

12

80-85 okay

85-90 okay

90-95 okay

95-100 okay

HOLE 12

0-5 okay ? trace granite

5-10 okay

10-15 okay ? abundant alumina

15-20 okay




35-40 okay

40-45 X ? trace diabase A hematite


50-55 X granite, end of hole due to poor samples

HOLE 13

0-5 okay

5-10 okay

10 - 15 okay13

15-20 okay

20-25 X hematite, alumina




40-45 X granite l diabase



55-60 X diabase


65-70 okay

70-75 okay

75-80 okay

80-85 okay

85-90 okay

90-95 okay

95-100 okay

HOLE 14

0-5 X granite & diabase

5-10 X diabase A alumina

10-15 okay

14

15-20 okay

20-25 okay

25-30 okay, hit water, drilling terminated

HOLE 15

0-5 okay, alumina

5-10 okay, alumina

10-15 okay, alumina

15-20 okay, alumina

20-25 X alumina to hematite

25-30 X alumina A hematite

30-35 X alumina & hematite granite ?

35-40 okay alumina

40-45 X hematite 8i alumina, hit water, drilling terminated.^j^-5^ - H/7 (/v*V7ert. /uo ^ipts rtfr^/e/* s.

Hole 16 - not drilled

HOLE 17

0-5 okay

5-10 okay

10-15 X diabase

15-20 okay

20-25 okay

15

25-30 okay ? diabase

30-35 X diabase

35-40 X diabase, drilling terminated due to poor samples

HOLE 18

0-5 okay

5-10 okay

10-15 okay

15-20 okay

20-25 okay

25-30 okay

30-35 okay

35-40 okay

40-45 okay

45-50 okay

50-55 okay




70-75 X granite A alumina

75-80 X diabase granite 8s. alumina

80-85 X diabase granite A alumina

16

85-90 X ? diabase granite Si alumina

90-95 X diabase granite fa alumina

95-100 X diabase granite Se alumina, actually 98' drilled

HOLE 19

0-5

5-10

10-15

15-20

20-25

25-30

30-35

35-40

40-45

45-50

50-55

55-60

60-65

65-70

70-75

75-80

80-85

X diabase

X diabase

X 3096

okay ?

X 3096

X 2096

X 2096

diabase

trace diabase

diabase

diabase

granite

okay, trace granite

okay

okay

okay

X 1096 diabase, 5% granite

okay, trace diabase

X 1296

X 1296

okay

diabase

diabase

okay, trace alumina

17

85-90 okay ? trace alumina

90-95 okay

95-100 okay

HOLE 20 10'

0-5 overburden

5-10 overburden

10-15 X alumina SL diabase

15-20 X diabase

20-25 okay ? mixed with dirt

25-30 okay

30-35 X granite

35-40 okay, granite

40-45 okay

45-50 okay

50-55 okay




70-75 X diabase

75-80 X ? diabase


18


90-95 X ? trace diabase, granite

95-100 hit water, no sample recovered.

19

APPENDIX #2

ACME LABORATORIES ASSAY RESULTS

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APPENDIX #3

PERCUSSION DRILL LAYOUT AND SECTIONS

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APPENDIX #4

RESERVE CALCULATIONS

CALCULATION OF TONNAGES & GRADE

The following information has been obtained from the appendix #3, Drill Locations A Sections.

DRILL PROVEN RESERVES

Area

0+OOW to 0+61W 0+61W to 1+20W 1+20W to 2+40W 2+40W to 3+05W

Total Drill Proven Reserves

Tonnes

74,628277,912559,680234,326

1,146,546

Grade*

94.289fe 94.389k 94.7 99fc 94.209b

94.53*fc

*Note: All grades are calculated on a weighted average. This is accomplished by first obtaining an average grade of each section by calculating the average of all sample grades within the defined contacts of the ore zone. The average grade of the interval between sections is determined by the sum of the multiple of the area and grade of the sections divided by the sum of the area of the sections.

DRILL INDICATED RESERVES

The drill indicated reserves are based on the western half of the area between sections 2+40W and 3+7 1 W and to a drill investigated vertical depth of O' or 25 meters. Using the average width of 54 meters x the length of (371-240)72 or 65.5 meters x 25 meter depth x 2.65 the specific gravity of quartz we obtain, 234,326 tonnes. The grade of 91-929b silica was obtained by assuming a linear change of grade between the two sections and calculating the average grade between the midpoint of the sections and section 3+71W.

Ministry ofNorthern Developmentand Mines

Ontario

Report of Work Conducted After Recording Claim

Mining Act

Transaction Number

Personal information collected on this form is obtained under the authority of the Min this collection should be directed to the Provincial Manager, Mining Lands, Minis Sudbury, Ontario, P3E 6A5, telephone (705) 670-7264.

Instructions: - Please type or print and submit in duplicate. . 4 1I06SE0003W947000026EDEN- Refer to the Mining Act and Regulations for requirements ui mmy aoocoo

Recorder.- A separate copy of this form must be completed for each Work Group.- Technical reports and maps must accompany this form in duplicate.- A sketch, showing the claims the work is assigned to, must accompany this form.

num. vi

Client No.Recorded Holder(s)

ROB6E.TAddress

hPT*l 537 HW G. ST. OK)7flW6 P^f/gZTelephone No.

f7ftO 173-0873Mor G Ran No.Mining Division Township/Area or G Plan No.

G-4042Dates Work Performed

From so, im To: AUGUST 6, /mWork Performed (Check One Work Group Only)

Work Group

\/

Geotechnical Survey

Physical Work, Including Drilling

Rehabilitation

Other Authorized Work

Assays

Assignment from Reserve

Type

1 PGK CvSSIGMACCESS TO s/re, .STEPPING- J ewo/wT/oA/ OR(LLIUL

SECTIC

Total Assessment Work Claimed-Qn the A Note: The Minister mav reject for asses;

T,

rantaiWj"W4LcY ;MINFR i IRi-'fi'* l

•"1N:iw i , -i,s*.

RECORDED

MAR 9 1994

ReeoiDt - JS&

tachaî^^MfSftpiCpsts S f-^-Sf^- t Z) t Jj fei* SnftCiVÎÎ V C L/

holder cannot verify expenditures claimed in the statement of costs within 30 days of a request for verification.

Persons and Survey Company Who Performed the Work (Give Name and Address of Author of Report)Name Address

B27 2S VAC23 57. OAsYAXfto

to&e&r . S7. P3t(attach a schedule if necessary)

Certification of Beneficial Interest * See Note No. 1 on reverse sidel certify that at the time the work was performed, the claims covered in this work report were recorded in the current holder's name or held under a beneficial interest by the current recorded holder.

Date

Certification of Work Reportl certify that l have a personal knowledge of the facts set forth in this Work report, having performed the work or witnessed same during and/or after its completion and annexed report is true.

Name and Address of Pereon Certifying

7*5^75-0*73For Office Use Only SUDBURY

rotal Value Cr. Recorded '. *

med Approval Date

S8k'?i|

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Work Report Number for Applying Reserve

siII~gj

CO ?2. 8". 2.3

^ X ^ J^, b, s^ ^ ^ li

Total Value Work

11

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Value of Assessment Work Done on this Claim

c>3 > <"S*

r

Credits you are claiming in this report may be cut back. In order to minimize the adverse effects of such deletions, please indicate from which claims you wish to priorize the deletion of credits. Please mark ( s) one of the following:

1. D Credits are to be cut back starting with the claim listed last, working backwards.2: D Credits are to be cut back equally over all claims contained in this report of work.3. D Credits are to be cut back as priorized on the attached appendix. t *^4. ffif " " '' '' 'i 'i F(to*\ RESEfcUSS * F. MioiTT /^'In the event that you have not specified your choice of priority, option one will be implemented.

Note 1: Examples of beneficial interest are unrecorded transfers, option agreements, memorandum of agreements, etc., with respect to the mining claims.

Note 2: If work has been performed on patented or leased land, please complete the following:

nnpfiriq! intfirpqi in thp oatentod Signature Date

Ontario


Ministers du Developpement du Nord et des mines

Statement of Costs for Assessment CreditEtat des couts aux fins du credit devaluation

Mining Act/Loi sur les mines

Transaction No./N 0 de transaction

Personal information collected on this form is obtained under the authority of the Mining Act. This information will be used to maintain a record and ongoing status of the mining claim(s). Questions about this collection should be directed to the Provincial Manager, Minings Lands, Ministry of Northern Development and Mines, 4th Floor, 159 Cedar Street, Sudbury, Ontario P3E 6A5, telephone (705) 670-7264.

Les renseignements personnels contenus dans la presente formule sont recueillis en vertu de la Lol sur les mines et serviront a tenir a jour un registre des concessions minieres. Adresser toute quesiton sur la collece de ces renseignements au chef provincial des terrains miniers, ministere du Developpement du Nord et des Mines, 159, rue Cedar, 4e etage, Sudbury (Ontario) P3E 6A5, telephone (705) 670-7264.

1. Direct Costs/CoQts directs

Type

Wages Salalres

Contractor's and Consultant's Fees Drolls de ('entrepreneur et de I'expert- consell

Supplies Used Fournltures utillsees

Equipment Rental Location de materiel

Description

Labour Main-d'oeuvreField Supervision Supervision sur le terrain

Type J.7Z*MSHouft Access

S7A/WM6. T/IPAIW /Ut

/tzo ' 06*ewwM/DRHJLtA/b

Type

Type ^Ty . 7 fWS

SWAMP 6ti6.C.y

Amount Montant

/7S.OO

/04?.SO

33&.00(300.00 IfeZS.OO

82S5.0S

700.^

Total Direct Costs Total des couts directs

Totals Total global

/Z/7.SO

M Wc6

7oo.oO

MI7.SS

2. Indirect Costs/Couts indirects* * Note: When claiming Rehabilitation work Indirect costs are not

allowable as assessment work.Pour le remboursement des travaux de rehabilitation, les couts indirects ne sont pas admissibles en tant que travaux devaluation.

Type

Transportation Transport

Food and Lodging Nourrlture et hebergementMobilization and Demobilization Mobilisation et demobilisation

Description

T*P" .30 XH/LPArC-t S 72 k t*

7*AoCl 7/rtf

S^ot^fcC F(JOAf

/X/ W. /Ctoxj-7

Amount Montant

I7f.to

ISO.OO

O38S-0&

400* ofcSub Total of Indirect Costs

Total partlel des coQts IndirectsAmount Allowable (not greater than 20H of Direct Costs) Montant admissible (n'excedant pas 20 H des couts directs)Total Value of Assessment Credit Valeur totale du credit (Total of Direct and Allowable devaluation Indirect costal (Total de* cotits direct*

Totals Total global

3ZUO

O

785.00no^o/I04.60

I7SI1J5et Indirect* admissible*

Note: The recorded holder will be required to verify expenditures claimed in this statement of costs within 30 days of a request for verification. If verification is not made, the Minister may reject for assessment work all or part of the assessment work submitted.

Note : Le titulaire enregistre sera tenu de verifier les depenses demandees dans le present etat des couts dans les 30 jours suivant une demande a cet effet. Si la verification n'est pas effectuee, le ministre peut rejeter tout ou une partie des travaux devaluation presents.

Filing Discounts Remises pour depot

1. Work filed within two years of completion is claimed at 10007o of the above Total Value of Assessment Credit.

1. Les travaux deposes dans les deux ans suivant leur achievement sont rembourses a 100 •ft de la valeur totale susmentionnee du credit devaluation.

2. Work filed three, four or five years after completion is claimed at 50"M) of the above Total Value of Assessment Credit. See calculations below:

Total Value of Assessment Credit Total Assessment Claimed

x 0.50

2. Les travaux deposes trois, quatre ou cinq ans apres leur achievement sont rembourses a 50 "A de la valeur totale du credit devaluation susmentionne. Voir les calculs ci-dessous.

Valeur totale du credit devaluationx 0,50 -

Evaluation totale demandee

Certification Verifying Statement of Costs

l hereby certify:that the amounts shown are as accurate as possible and these costs were incurred while conducting assessment work on the lands shown on the accompanying Report of Work form.

that as REEoRfrEfr HOLDER.(Recorded Holder, Agent, Position in Company)

to make this certification

Attestation de I'etat des couts

J'atteste par la presente :que les montants indiques sont le plus exact possible et que ces depenses ont et6 engagees pour effectuer les travaux devaluation sur les terrains indiques dans la formule de rapport de travail ci-joint.

am authorized Et qu'a. litre de je suis aulorise(titulaire enregistre, representant, poste occupe dans la compagnie)

faire cette attestation.

0212(04/91) Nota : Dans cette formule, lorsqu'il designs des personnes, le masculin est utilise au sens neutre.

OntarioMinistry of Ministere du Mining Recorders Office Northern Development Developpement du Norcf pi"15^/^) e R0a and Mines et des Mines sudbury, Ontario

P3E 6B5

Phone: (705) 670-5742 Fax: (705) 670-5681

June 29, 1994

Mr. Robert Komarechka 537 Haig Street, Apt. l Sudbury, Ontario P3E lEZ

Dear Mr. Komarechka:

SUBJECT: APPROVAL OF WORK REPORT W9470.00026

The assessment work credits for the physical work, Section 10 of the Mining Act Regulations, as listed on the attached Assessment Work Approval chart, have been approved as of May 30, 1994.

If you have any questions, please contact our office.

Yours truly,

Kim GirouxActing Mining RecorderSudbury Mining Division

/kg

Encls.

cc: Resident Geologist Office Sudbury, Ontario

Mines Library Sudbury, Ontario

Clients:153168 KOMARECHKA ROBERT GERALD W9470.00026

Survey Company:

Work Report Det

Claim #

10947621094768109492810949291098992110167111016721101771

CORD SALO

ails:

Performed

231231

1,336758269

4,2432,5394,212

CONTRACTING

Applied

360360320220219100100225

LIMITED

Assigned

3636

25800000

i

Reserve

00

75853850 ,

4,1432,4393,987

13,819 1,904 330 11,915

Ontario

i 41106SEQQ03 W9470 00026 EDEN

Ministry ofNaturalResources


M SERVICE FEBRUARY (0.19*9

INDEX TO LAND DISPOSITION*

PLAN

G-4042TOWNSHIP

EDENDATE OF ISSUE

JUL 7 flMSUDBURY

MINING RECORDER'S OFFICE

M.N.R. ADMINISTRATIVE DISTRICT

SUDBURYMINING DIVISION

SUDBURYLAND TITLES/REGISTRY DIVISION

SUDBURY

Scale 1:20 000

Metre*

1000

1000 1000 1000

1000 2000 3000 4000 5000 0000 7000 MOO MOO 10000

Contour Interval 10 Metre*

AREAS WITHDRAWN FROM DISPOSITIONMRO- Mining Rights Only8RO - Surface Rights OnlyM * 8 - Mining and Surface Rights

SYMBOLS OntorNp. DM*

BoundaryTownship, Meridian, Baseline.

Road allowance, surveyed shoreline .

Lot/Concession; surveyed .. unsurveyed

Parcel; surveyed .... unsurveyed

Right-of-way;road ... .,... . .^n"1"** -*^** jj^^B^^* * ^

Reservation ..

Cliff, Pit,Pile...... .. . ...:.

Contour..................Interpolated..... .... -Approximate .......... .Depression........ ....

Control point (horizontal) . ,.

Flooded land........ -

Mine head frame ... . -

Pipeline (above ground). .

RaNvMty; singletrack, double track . abandoned.. ...

Road; highway, county, township . access ........trail, bush .

Shoreline (original) . ..t

Transmission line... .

Wooded area.... . . . -

ra*

1*1001

Doscnptloft

M.N R. R*t for public ut*

Public occtit colnt SO/11/*!

l P-UnHil M**4 W-S.11/94 ai/Ot/04 S.d,O. IfftlfOA'****

l ICCJ1/M W-S-tO/MCd JULY04/14 I*M IMMO

A

APPLICATION FOR AGGREGATE PERMT

DISPOSITION OF CROWN LANDSPatent

Surface S Mining Rights Surface Rights Only . Mining Rights Only

LeaseSurface ft Mining Rights Surface Rights Only . Mining Rights Only

Licence of Occupation ..

Order-m-Council ...... .

Cancelled .. .. . . . ..... .

Reservation . . . ... . .

Sand 4 Gravel .AP.I A**M*ATI PWIIIT III** IltPIRY HOV.I*/**

e.Q

. B

. Toc

.0

THE INFORMATION THAT APPEARS ON THIS MAP HAS BEEN COMPILED FROM VARIOUS SOURCES, AND ACCURACY IS NO* GUARANTEED. THOSE WISHING TO STAKE MIN ING CLAIMS SHOULD CON SULT WITH THE MINING RECORDER. MINISTRY OF NORTHERN DEVELOP MENT AND MINES, FOR AD DITIONAL INFORMATION ON THE STATUS OF THE LANDS SHOWN HEREON.

Map base and land disposition drafting by Surveys and Mapping Branch, Ministry of Natural Resources

The disposition of land, location of lot fabric and parcel boundaries on this index was compiled for administrative purposes only.

m o mzH

ro

o4^ra

**. ^ f W*Sl \ -Tfr Htflr^^jpK, /- ^ ^

.V .' * A v.. V b 5 "'

j * ,•.-

TrueLine-VLayoutConsulting

Sudbury j

REVISIONS

Contour-Plan

Drill-hole-Locations

41I06SE0003 W9470 00026 EDEN

CLAIM SIIOI672 CLAIM SIIOI67I CLAIM SM01770

•^^k. ^ j^^j^^f

CLAIM -4

-t

ROCK TYPES'ORTHOQUARTZITE, GENERALLY *307*'ORTHOQUARTZITE:, 85-92*7.

I^ETAPELITE.GREY PINK DIABASE

SYMBOLSPERCUSSION DRILLHOLE, INCLINED, VERTICAL BENCH MARK FROM TOPOGRAPHIC SURVEY BUSH COVERED AREA , NOT NECESSARILY QUARTZITE OVERBURDEN COVERED AREA5WAMPY ARfcfc,PILED ^P OVERBURDENYrWKrf i DIP O'F STRATA, GEOLOGIC CONTACT

' STRlKt i DIP OF FRACTURESDISCONTINUOUS DYKELETS THICKNESS SHOWN IN JNCWSS M )MTAtT, O&SERVtD, INrtRREP, ASSUMED

CtMM'POSr f CLAINALINEWIMOft TAUL7, DHLCJIOU&f NOVEMBUT

OR

\

Masl ronomic

DETAILED GEOLOGICAL MAPr : ^^

OF ZONE "3

SCALE l 750

i lO 10 20 3O 40 5O 60 70 80

DETAILED GELQflCAl W ZONE*3

EDEN TWR QUARTZITE

Prepared * by Robert G. Kofmarechka '

September

41I06SEOQ03 WB470 00026 EDEN 210

summary of percussion drilling activities · 51 101672uuly3.4/92 ijuly 6,7/92 j aug 5/92 aug 4,6/92...

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