I 1

_-I

ARIS SUMMARY SHEET [-I

'1 uistrict Geologist, Kamloops Off Confidential: 92.09.10

ASSESSMENT REPORT 22368 MINING DIVISION: Similkameen

UROPERTY: ~ l k LOCATION : LAT 49 50 00 LONG 120 19 00

UTN 10 5523335 692965

I; NTS 092H16W

012 Nicola Belt r-p: $~~LAIM(S) : Elk 2,Elk 20-21 OPERATOR(S): Fairfield Min. -?+UTHOR ( S ) : Jakubowski, W. !EPORT YEAR: 1992, 311 Pages

LoMMoDITIEs I 1 SEARCHED FOR: Gold,Silver ~EYWORDS : Triassic,Nicola Group,Osprey Lake ~atholith,Andesites,Granodirites

Aplites,Granites,Gold,Pyrite,Chalcopyrite,Reserves 1 ONE : f RK Drilling,Geological,Geochemical,Physical

I DIAD 6608.4 m 37 hole(s);NQ 1

Map(s) - 28; Scale(s) - 1:500,1:1000 FOTO 3200.0 ha I

GEOL 5.0 ha D Map(s) - 3; Scale(s) - 1:100,1:1000,1:2000 LSUR 1800.0 km

-1 SAMP 936 sample(s) ;AU,ME TREN 315.0 m 1 trench(es1

ELATED REPORTS : 16644,18511,19489,19835,~21443 TINFILE: 092HNE096,092HNE137

1991 DRILLING and TRENCHING REPORT

on the ELK PROPERTY

Sirnilkameen Mining Division, B.C. siwash Lake Area British Columbia

6 NTS: 92H-16W; Lat. 49 501N; Long. 1 2 0 ~ 1 9 ~ ~

MAY, 1992 (BC Assessment Report) VOLUME I: TEXT h APPENDICES

This report consists of two volumes:

Volume I: Text & Appendices 11: (pl@@ L O G L C A L B R A N C H

A S S E S S M E N T R E P O R T

Government : 2 Fairfield : 1 Field : 1 cordilleran: oriqinal

Total: 5 reports

D R I L L I B G A B D T R E N C H I N G R E P O R T

O N T H E E L K P R O P E R T Y

sirnilkameen Mining Division, B.C. siwash Lake Area, British Columbia

0 Latitude 4g050*~; Longitude 120 19 rW. NTS: 92H-16W

For

PAIRFIKLIJ MlYERAtS LTD. Vancouver, British Columbia

W. Jakubowski, B.sc.

CORDIIJZRAN ENGINEERING LTD. 1980-1055 W. Hastings st. Vancouver, B.C. V6E 2E9

Date Submitted: June, 1992 Field Period: June 15 to November 1, 1991

Table of Contents VOLUME I

FIGURES

Fiq. 1: ~ocation Map ........................... 7 Fiq. 2: Claim and Area Location Map ........................... 8 Fiq. 3: Regional Geology ........................... 12 Fiq. 4: Paragenetic diagram, Siwash North Area ............... 17 Fiq. 5: siwash North Area Drill Plan .......................... 2 4 Fiq. 6: Water Quality Monitoring Sites ........................... 48

TABLES

Table 1: Table 2: Table 3: Table 4: Table 5: Table 6: Table 7: Table 8: Table 9: Table 10:

Mineral Claims as at May 1, 1992 ................................. 4 1991 Soil and Rock Sample Distribution ........................... 18 1991 Reconnaissance Soil Samples ................................. 19 1991 Reconnaissance Rock Samples ................................. 20 Methods of Sample Analysis ................................. 21 Drill Summary Record ................................. 25 Diamond Drill Hole - Significant Assays ......................... 29 1991 Trench Summary ................................. 40 Summary of Significant Trench and Stripped Area Analytical Results 40 siwash North Reserve Blocks: Gold + Silver ....................... 43

Appendix "A" : Analytical Results from Rock and Core Samples

Appendix "B" : List of Rock Sample Results (Drill & Trench)

Appendix "C" : Diamond Drill Hole Summary Logs - SND91-75 to SND91-111

~ppendix "D": Water Quality Sample Results il U

TABLE OF CONTENTS

V O L U M E I 1

PLATES

Scale

Plate 1: Plate 2: Plate 3: Plate 4: Plate 5: Plate 6: Plate 7: Plate 8: Plate 9: Plate 10: Plate 11: Plate 12: Plate 13: Plate 14: Plate 15: Plate 16: Plate 17: Plate 18: Plate 19: Plate 20: Plate 21: Plate 22: Plate 23: Plate 24: Plate 25: Plate 26: Plate 27: Plate 28: Plate 29: Plate 30: Plate 31 :

siwash North Area Compilation Map ........................ ........................ siwash North Area Drill Section 1840E ........................ siwash North Area Drill Section 1890E ........................ siwash North Area Drill Section 19403 ........................ siwash North Area Drill Section 19903 ........................ siwash North Area Drill Section 20403 ........................ siwash North Area Drill Section 20903 ........................ siwash North Area Drill Section 21403 ........................ siwash North Area rill Section 21903 ........................ siwash North Area rill Section 22403 ........................ siwash North Area rill Section 22903 ........................ Siwash North Area Drill Section 23403 ........................ Siwash North Area rill Section 24053 ........................ Siwash North Area Drill Section 24403 ........................ Siwash North Area Drill Section 24903 ........................ siwash North Area Drill Section 25403 ........................ siwash North Area rill Section 25903 ........................ siwash North Area rill Section 26403 ........................ siwash North Area Drill Section 26903 ........................ Siwash North Area Drill Section 27403 ........................ Siwash North Area Drill Section 3300N ........................ siwash North Area rill Section 3 3 4 0 ~ ........................ siwash ~ o r t h Area rill Section 3 3 8 0 ~ ........................ siwash North Area Drill Section 3410N ........................ siwash North Area Drill Section 3420N .................. Zone B Plane of Vein with Reserve Polygons .................. zone D Plane of Vein with Reserve Polygons .................. zone D Plane of Vein with Reserve Polygons

.................. Zone 3 Plane of Vein with Reserve Polygons ............................ Siwash Lake Area Compilation Map

Siwash Lake Area Trench SL91-4 ............................

The Elk property consists of 85 contiguous mineral claims comprising 529 units located 40 kilometres west of Peachland, B.C., in the similkameen Mining Division (NTS: 92H-16W). Initial staking was undertaken in November 1986 (160 units) with additions in 1987 (60 units), 1988 (32 units) and 1989 (199 units). A block comprising 72 units was optioned from Mr. Donald Agur of Summerland, B.C. in October, 1988. Claim acquisition and subsequent work have been conducted by cordilleran Engineering Ltd. for Fairfield Minerals Ltd. Placer Dome Inc. entered into an option agreement on the property in March, 1988 which was amended in March 1991 to give Fairfield 100% ownership subject to a net profits interest from production.

The Elk claims cover forested gently rolling hills with fair to poor bedrock exposure. The property is accessible by paved highway, 50 kilometres from westbank, B.C., or 50 kilometres from Merritt, B.C.

Work conducted in the property area from 1986 through 1990 consisted of geological mapping, prospecting, linecutting, soil sampling, geophysics, excavator trenching, diamond drilling and road construction. During the 1991 field season diamond drilling, trenching, reclamation, road and portal site construction, water sampling and aerial photography were undertaker..

The property is underlain by the Triassic Nicola Group volcanic- sedimentary assemblage on the west and by granitic rocks of the Jurassic Osprey Lake Batholith on the east. Feldspar porphyry stocks of the Upper Cretaceous Otter Intrusions cut both of these groups. Andesite dykes intrude all of the above units and are interpreted to be of Tertiary Age.

cold-silver mineralization on the Elk property is hosted by pyritiferous quartz veins and pyritiferous altered granite. The mineralized features generally trend northeasterly and are thought to be Late Cretaceous or Tertiary in age. To date, mineralization has been located in five areas of the Elk property: siwash North, South Showing, Discovery Showing, siwash Lake and Elusive creek.

Diamond drilling totalling 6608.38m in 36 holes was completed in the siwash North area during 1991. The mineralized structure was tested to 335m down dip and along a strike length of 925m in 19 drill fences. Quartz veins which host local gold-rich shoots were intersected in every hole. Results include values up to 175.17 gm/tonne gold over a true width of 2.0m. Tonnage calculations using a lOgm cutoff over 2.0m width give a drill indicated reserve of 6,631,000 grams (213,200 oz) gold at an average grade of 22.13 gm/tonne Au (0.646 oz/ton). An additional 189,852 gm (6,105 oz) of gold has been calculated based on surface samples using a down dip depth of lorn, bringing the total of 6,821,000 gm (219,300 oz) AU at a grade of 22.18 gm/tonne (0.647 oz/t). The zone remains open to depth and along strike.

In the Siwash Lake area, a northeast trending quartz vein initially exposed during 1990 in trench SL90-4 was stripped over a strike length of 45m. The 20cm wide vein is hosted by quartz monzonite. Eight panel sample cuts across the exposed length returned values up to 13.82 gm/tonne Au and averaged 2.49 gm/tonne Au over a 2.0m true width.

The results of exploration on the Elk Property are extremely encouraging. A drill indicated geological reserve of 6,821,000 gm (219,300 oz) Au has been defined at Siwash North and additional drilling could substantially expand this resource. promising targets are present in the siwash Lake area and geophysical and geochemical anomalies in the Elk South area with similar signatures to those defined at Siwash North and siwash Lake have yet to be tested. Potential for the discovery of additional gold reserves remains strong in the South showing and Discovery showing areas as indicated by results of earlier trenching programs. Excellent access to services is provided by the okanagan connector highway which passes two km north of the Siwash North mineralized structure. Continued aggressive exploration is definitely warranted to fully define the extent of this gold resource.

2 .0 R E C O H H E B D A T I O B S

The following exploration program is recommended:

- Extraction of a bulk sample from an open pit on the Siwash North vein to determine the mining and milling characteristics of the mineralization. Further open pit and underground exploration contingent on favourable results from the bulk sample.

- continued grid drilling in the Siwash North area to test the continuity of the gold bearing structure down dip to 350m and stepping out lOOm to the east and west. six holes should be deepened to test for quartz veins projected from adjacent sections. This could be achieved with approximately 3300m of drilling in 23 holes.

- Test the End Zone mineralization in the Siwash Lake area for continuity to depth with 300m of drilling in four holes on two fences spaced at 100m.

- Drill a total of 750m in 6 holes, on fences spaced at roughly 100m, to determine the continuity of down dip mineralization in the South Showing area.

- Test the Discovery showing area quartz vein at depth with 2OOm of drilling in four holes.

- collect soil samples at 50m spacings on 200m lines on the Elk 42, 44 and 45 claims. Detailed fill-in sample on 50m by 50m grid around anomalous sample locations defined in the above areas and those outlined during previous programs. An estimated 1240 coarse grid and 1000 detailed grid samples should be collected.

- Determine the sources of soil geochemical and geophysical anomalies in the Agur option area by collecting soil profile samples with an overburden drill.

- Excavate ten trenches totalling 2500m to test anomalous gold soil geochemical and geophysical trends in the Agur option area contingent on results from overburden sampling. one kilometre of road is required to access the trench locations.

Respectfully submitted

CORDILLERAN ENGINEERING LTD.

WJ/z May, 1992

Wojtek Jakubowski, B.sc., Geologist

I N T R O D U C T I O N

C This report describes the results of a diamond drilling, trenching, soil geochemical and geophysical program conducted on the Elk property during the period June 14 to November 1, 1991. The work was carried out by Cordilleran Engineering

!-j Ltd. for Fairfield Minerals Ltd.

C 3.1 LocATIoN AccEss (Figure 1)

ri The ~ l k property is located 40 kilometres west of okanagan Lake in southern

li British Columbia approximately midway between Merritt and Summerland, at 0 0 latitude 49 5 0 f N and longitude 120 19'w (Figure 1). The claims cover

heavily forested rolling terrain of the Trepanege Plateau highlands. G Elevations range from 1300 to 1750 metres above sea level. Portions of the property have been recently logged, and future operations are planned for the northern and southwestern claims. Access to the property is excellent with the

0 okanagan Connector highway passing through the northern claims. Merritt and Kelowna are within one hour driving time from the camp location. Field operations in 1991 were based out of a tent camp centrally located on the

II property.

n 3.2 cLAIn DATA (Figure 2 ) id

The Elk property consists of 48 two post claims, 29 four post claims and eight

C fractional claims comprising 529 units (Table 1). The claims are 100% owned by Fairfield ~inerals Ltd. with the exception of the Agur Option block (72 units) which is subject to a 1% NSR from production.

L.4 Table 1: Property Claim Status as at May 1. 1992

CLAIM ELK 1 ELK 2 ELK 3 ELK 4 ELK 5 ELK 6 ELK 7 ELK 8

UNITS 20

RECORD NO. 249145

EXPIRY DATE 28 NOV 2001 28 NOV 2001 28 NOV 2001 28 NOV 2001 28 NOV 2000 28 NOV 2001 28 NOV 2000 28 NOV 2001

T a b l e 1 C l a i m D a t a as a t M a y 1, 1 9 9 2 c o n t i n u e d

CLAIM ELK 9 ELK 1 0 ELK 11 ELK 1 2 ELK 13 ELK 1 4 ELK 15 ELK 1 6 ELK 1 7 ELK 1 8 ELK 1 9 ELK 2 0 ELK 2 1 ELK 2 2 ELK 2 3 ELK 2 4 ELK 2 5 ELK 26 ELK 2 7 ELK 2 8 ELK 2 9 ELK 3 0 ELK 31 ELK 3 2 ELK 33 FR ELK 3 4 ELK 35 ELK 3 6 ELK 3 7 ELK 3 8 ELK 3 9 ELK 4 0 ELK 4 1 ELK 42 ELK 4 3 ELK 4 4 ELK 45' ELK 46 ELK 47 ELK 4 8 ELK 49 ELK 5 0 ELK 5 1 ELK 5 2 ELK 53 ELK 54FR ELK 5 5 ELK 5 6 ELK 5 7 ELK 5 8

UNITS 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t 2 0 2 0 2 0 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t 2 0 2 0 2 0 2 0 2 0 2 - p o s t 2 - p o s t 1 2 - p o s t 2 - p o s t 1 2 1 5 1 6 1 6 1 2 2 0 1 2 1 6 2 0 2 0 1 6 2 0 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t 1 2 - p o s t 2 - p o s t 2 - p o s t 2 - p o s t

RECORD NO. 2 4 9 1 5 8 249159 249160 2 4 9 1 6 1 249162 2 4 9 1 6 3 249164 2 4 9 1 6 5 249166 249167 249147 2 4 9 1 4 8 249149 2 4 9 1 6 8 249169 249170 2 4 9 1 7 1 249150 2 4 9 1 5 1 249254 2 4 9 2 5 5 249256 249330 2 4 9 3 3 1 2 4 9 3 6 3 249367 249366 2 4 9 3 9 5 249396 249469 249470 2 4 9 4 7 1 2 4 9 4 7 3 249474 249472 249509 249510 2 4 9 5 1 1 249512 2 4 9 5 1 3 249514 2 4 9 5 1 5 249516 249517 2 4 9 5 1 8 249519 249547 2 4 9 5 4 8 249549 249550

EXPIRY DATE 2 8 NOV 2 0 0 0 2 8 NOV 2 0 0 1 2 8 NOV 2 0 0 0 2 8 NOV 2 0 0 1 2 8 NOV 2 0 0 0 2 8 NOV 2 0 0 1 2 8 NOV 2 0 0 0 2 8 NOV 2 0 0 1 2 8 NOV 2 0 0 0 2 8 NOV 2 0 0 1 2 8 NOV 2 0 0 1 2 8 NOV 2 0 0 2 2 8 NOV 2 0 0 2 2 8 NOV 1 9 9 9 2 8 NOV 1 9 9 9 2 8 NOV 1 9 9 9 2 8 NOV 1 9 9 9 2 8 NOV 1 9 9 8 2 8 NOV 2 0 0 1 2 4 SEP 2 0 0 0 2 4 SEP 1 9 9 9 2 4 SEP 1 9 9 9 1 7 AUG 2 0 0 0 1 7 AUG 2 0 0 1 2 8 SEP 2 0 0 0 2 9 SEP 2 0 0 0 2 9 SEP 2 0 0 1

2 NOV 2 0 0 0 3 1 OCT 2 0 0 0

7 MAY 2 0 0 0 7 MAY 2 0 0 1 7 MAY 2 0 0 1 9 MAY 2 0 0 0 9 MAY 2 0 0 0 7 MAY 1 9 9 8 6 JUN 2 0 0 1 6 JUN 1 9 9 9 5 JUN 1 9 9 9 6 JUN 1 9 9 9 4 JUN 1 9 9 9 4 J U N 1 9 9 9 4 J U N 1 9 9 9 4 JUN 1 9 9 9 6 JUN 1 9 9 9 6 JUN 1 9 9 9 6 JUN 1 9 9 9 5 JULY 2 0 0 0 5 JULY 2 0 0 1 5 JULY 2 0 0 0 5 JULY 2 0 0 1

T a b l e 1 C l a i m D a t a as a t Mav 1, 1 9 9 2 continued

CLAIM ELK 59 ELK 6 0 ELK 6 1 ELK 6 2 ELK 6 3 ELK 6 4 ELK 65FR ELK 6 6 ELK 67FR ELK 68FR ELK 6 9 ELK 70FR ELK 7 1 ELK 72FR ELK 73FR SIWASH NORTH

( ARP ( FERGITO ALLENDO 1

A g u r ( FERGITO ALLENDO 2 O p t i o n ( NANCI P2

( TEEPEE ( SIWASH 5 0

GAVIN 1 GAVIN 2 GAVIN 3 GAVIN 4 GAVIN 5 8 5 claims

UNITS RECORD NO. 2 - p o s t 2 4 9 5 5 1 2 - p o s t 249552 2 - p o s t 2 4 9 5 5 3 2 - p o s t 249554 2 - p o s t 2 4 9 5 5 5 2 - p o s t 249556 1 249557 2 - p o s t 2 4 9 5 5 8 1 249559 1 249560 2 - p o s t 2 4 9 5 6 1 1 249562 2 - p o s t 2 4 9 5 6 3 1 249564 1 249885 6 3 0 7 9 3 5 2 0 2 4 8 7 3 8 2 0 248739 1 8 248740 1 0 248732

2 2 4 8 7 3 5 2 248927

2 - p o s t 249659 2 - p o s t 249660 2 - p o s t 2 4 9 6 6 1 2 - p o s t 249662 2 - p o s t 2 4 9 6 6 3 4 8 1 U n i t s

+ 4 8 2 - p o s t C l a i m s

EXPIRY DATE 5 JULY 2 0 0 1 5 JULY 2 0 0 1 5 JULY 2 0 0 1 6 JULY 2 0 0 1 6 JULY 2 0 0 1 6 JULY 2 0 0 1 6 JULY 2 0 0 1 7 JULY 2 0 0 1 7 JULY 2 0 0 1 7 JULY 2 0 0 0 7 JULY 2 0 0 0 7 JULY 2 0 0 0 7 JULY 2 0 0 1 7 JULY 2 0 0 1

2 0 AUG. 2 0 0 1 4 MAR. 1 9 9 3

13 SEP 2 0 0 1 13 SEP 2 0 0 1 13 SEP 2 0 0 1 13 AUG 2 0 0 1 1 3 AUG 2 0 0 1 1 0 NOV 2 0 0 0 2 6 SEP 2 0 0 1 2 6 SEP 2 0 0 1 2 6 SEP 2 0 0 1 2 7 SEP 2 0 0 1 2 7 SEP 2 0 0 1

SIMASW NORTW GOLD DPP88IT

kilometres

X SIMILKAMEEN Cu-Au

3.3 HISTORY

During the first half of the century the El Paso adit was driven into volcanic rocks in the area currently covered by the Elk 31 claim. Quartz vein-hosted lead-zinc-silver-gold mineralization was encountered. No production of ore was achieved.

Don Agur of Summerland, B.C. has prospected and trenched the north and west parts of the present Elk property area as well as a large region to the south along siwash Creek during the last 40 years.

Phelps Dodge Corporation of Canada Ltd. carried out copper exploration during 1972 which included mapping and soil geochemistry in the area of the present ~ l k 19, 28, 31, 32, 34, 35, siwash 50 and Arp claims.

Utah Mines Ltd. conducted mapping, geochemistry, IP geophysics and trenching to evaluate copper mineralization on the siwash claim group which, in part, covered the present Siwash 50 and Elk 28 claims.

Brenda Mines Ltd. worked on the Siwash claim group and on what is now the southern part of the Elk property. A rigorous copper exploration program including mapping, soil geochemistry, geophysics, trenching and diamond drilling was undertaken between 1979 and 1981. Work was done on the area currently covered by the Elk 19, 28, 31 to 37, 41, 42, Arp, Fergito Allendo I, 11, Nanci P2 and Tepee claims.

Exploration for molybdenum was undertaken by Cominco Ltd. during 1980 on what is now the Elk 26, 27, 29, 43 to 45, 71 and 72 claims. work included geological mapping and soil geochemistry.

NO significant discoveries resulted from the above programs.

The Elk 1 to 27 claims were staked in November 1986 by cordilleran Engineering Ltd. for Fairfield Minerals Ltd. to cover new showings of gold-silver mineralization hosted in pyritic quartz veins cutting a granite batholith and andesite dykes. Preliminary hand trenching and soil sampling were conducted.

During 1987, widespread and detailed grid soil sampling programs were undertaken to define areas anomalous in gold. Nine trenches, totalling 1528m were excavated in two areas (Discovery and South Showings) to test soil geochemical targets, exposed quartz veins and altered breccias hosted in granite. IP, magnetometer and VLF-EM geophysical surveys were carried out over the trenched areas. The Elk 28 to 30 claims were staked in September 1987 to acquire ground along projections of favourable geochemical trends.

The 1988 program included collection of 2283 soil samples on the claims acquired in 1987 and trenching in Siwash North and Elusive creek areas. Four kilometres of road was constructed for access and eleven trenches totalling 2784 metres which exposed quartz vein-hosted gold mineralization were mapped and sampled. The Elk 31 to 37 claims were staked to cover adjacent favourable areas.

During the 1989 field season, the Elk 38 to 73 claims were staked to cover projections of anomalous soil geochemical trends. Fifty line-km of VLF-EM and magnetometer surveys were carried out in the Siwash Lake and Siwash North areas and 4865 soil samples were collected on the new claims. A total of 56.25 km of baseline was cut to provide control for soil sampling and geophysical grids. Trenches were excavated in the South Showing, siwash North and siwash Lake areas for a total of 2223 linear metres of bedrock exposure in 25 trenches and stripped areas. The high grade, gold bearing quartz vein system in the Siwash North area was further delineated over a strike length of 750m. Twelve diamond drill holes totalling 752m tested the down dip continuity of this system.

During 1990 a total of 5168.34111 of HQ diamond drilling in 58 holes was carried out in the Siwash North area on a 50m grid spacing. Quartz vein-hosted gold mineralization in the siwash North area was further exposed by seven trenches and three stripped areas totalling 544 linear metres. Diamond drilling in the Siwash Lake area consisted of 259.08m in four HQ drill holes (SLD90-56 to 59). Six trenches and one stripped area totalling 607 linear metres of bedrock exposure were excavated in the siwash Lake area. Soil sampling on the northern Elk claims was concentrated in the siwash Lake area where 250 fill-in samples were collected around anomalous coarse grid stations. One thousand two hundred and fifty-four grid samples were collected on southern Elk claims. Magnetometer and VLF-EM surveys were carried out on the Agur Option area on flagged lines lOOm apart for a total of 50 line-km.

3.4 1991 EXPLORATION PROGRAM

Exploration on the Elk claims during the 1991 field season consisted of diamond drilling, trenching and aerial photography. Thirty-seven NQ-sized holes were drilled and two previous holes were deepened for a total of 6608.38111 in the Siwash North area to test down dip and strike continuity of quartz vein-hosted mineralization discovered during previous work. The core was logged at 1:50 and 1:100 scales, photographed and sampled. All core is stored on site. Five hundred and ninety-eight core samples were collected and sent to Acme Analytical Labs for gold assay and analysis.

One trench was dug in the End Zone, 200m southwest of siwash Lake, to further expose a quartz vein discovered by trenching in 1990. The vein is continuous along the entire length of the 45m trench. Thirty two samples were collected and sent to Acme for gold assay and analysis.

An area four by eight kilometres, centered over the west side of Siwash Lake was aerially photographed in colour and black and white at 1:8,000 and 1:15,000 scales.

~ l l pulps and rejects of trench rock and grid soil reconnaissance soil or rock samples were returned from Acme to the property for storage. Drill core pulps and rejects were left at Acme to facilitate access if further analysis is required.

G E O L O G Y

REGIONAL GEOLOGY (Figure 3)

The Elk property is located in the Intermontane tectonic belt of south central B.C. Hope Geological Map 41-1989 by J.W.H.Monger (1989) shows the area to be underlain by Upper Triassic volcanics and sediments of the Nicola Group and by Jurassic granites and granodiorites of the Osprey Lake Batholith. The contact between these units trends northeasterly across the property. Early Tertiary feldspar porphyry stocks and dykes of the Otter Intrusions occur throughout the claims and a large body to the south is spatially associated with many known showings of copper, lead, zinc and silver.

PROPERTY GEOLOGY

The western claims area is underlain by steeply west-dipping andesitic to basaltic flows, agglomerates, tuffs and minor siltstone and limestone units of the Upper Triassic Nicola Group. The eastern half of the property is underlain by Jurassic granitic rocks of the Osprey Lake Batholith. The contact between these two assemblages trends approximately north-northeast. Upper cretaceous to Tertiary feldspar porphyry and quartz-feldspar porphyry stocks and dykes of the Otter Intrusions cut both of the above. Breccias containing rounded volcanic, dioritic and granitic fragments in a granitic matrix crosscut Nicola Group rocks as well as Osprey Lake and Otter Intrusions. Andesite dykes are the youngest units mapped, post dating all of the above. Mineralization appears to be spatially associated with these (Tertiary?) andesite dykes which are locally cut by quartz veins.

The Nicola Group lithologies mapped on the Elk property consist of dark greyish green, massive basaltic andesite; some porphyritic containing pyroxene and/or amphibole phenocrysts; some containing 0.5 mm laminae of sand-sized black grains; pale grey-green siliceous laminated tuff; and brownish-green to pale green agglomerates containing fragments from 5 to 50 cm in size. Nicola Group rocks are occasionally silicified, carbonatized or epidote altered. Iron oxide staining and finely disseminated pyrite are common.

The Osprey Lake granitic rocks on the Elk property are pinkish grey, medium- to coarse-grained, equigranular, and contain quartz, orthoclase, plagioclase and biotite. Petrographic analyses indicate the composition varies from quartz monzonite to granodiorite. Pink, sugary textured aplite and pegmatite dykes cut the quartz monzonite and were probably a late phase of the intrusive event. Quartz diorite related to the batholith is far less common and occurs as stocks. It is pale grey, generally medium to fine grained and contains visible quartz, plagioclase, biotite and amphiboles. Dykes of quartz monzonite and hornblende-biotite quartz monzonite have also been mapped. They are medium greenish-grey, medium grained and contain feldspar and occasionally hornblende

FAIRFIELD MINERALS LTD. L E G E N D

PROPERTY LOCATION Princeton ~roup-intermediate volcanics and sediments AND REGIONAL GEOLOGY MAP

E a r l y T e r t i a r y Otter ~ntrusions-groaite. often porphyri t i i SOUTHERN BRITISH COLUMBIA

a t e r e a c e o u Summers Creek Plulan-granite OKANAGAN AREA, NTS 82E /92H

Osprey Lake Batholith-granite, granodiorite

T r i a s s i c J u r a s s i c Pennask Batholith-granodiorite, diorite CORDILLERAN ENGINEERING LTD.

Nicolu Group-andesiti~ volcanics, sediments 1980-1055 VANCOUVER. W. HASTINGS B.C. V ~ E STREET Z E ~

- I

phenocrysts. Alteration assemblages include weak to strong propylitic, argillic, phyllic and silicic, noted predominantly in the trenched areas where these recessively weathering features have been exposed.

The Otter Intrusions comprise quartz-feldspar porphyry, feldspar porphyry and quartz-biotite-feldspar porphyry dykes and stocks. Quartz-feldspar porphyry is extensively clay altered and contains feldspar phenocrysts up to five cm, averaging about five mm. The altered groundmass is beige in colour and extremely friable. Feldspar porphyry rocks range from medium grey to red and contain feldspar phenocrysts 2 to 5 mm in size that vary in quantity from 3 to 40 percent. Petrographic examination of the red, medium packed feldspar porphyry indicated that it is syenitic in composition. Quartz-biotite-feldspar porphyry is greyish beige and is typified by small biotite grains with equal quantities of fine quartz and feldspar phenocrysts.

The breccias noted on the property have granitic matrices and contain rounded to sub-rounded granite, diorite and andesite clasts varying in size from 5 to 25 cm. The elongate breccia bodies vary in width from 5 to 30 metres and trend northeasterly. These zones may be portions of major fault structures, but displacement, if any, is not readily apparent.

Andesite dykes are dark greyish-green, fine grained and vary in thickness from 30 cm to 5 metres. They are commonly muscovite altered and brown weathering. Strong orange and blue clay alteration has also been noted in these rocks.

4 - 3 STRUCTURAL GEOLOGY

Nicola Group rocks on the west side of the property dip approximately 60 degrees to the west forming the east limb of a syncline mapped by Rice. The syncline trends roughly north-south and its axis passes about five km west of the claims.

The Elk property topography reflects several linear structures, the most prominent being the north to northeast trending features occupied by Siwash creek, Elusive Creek and a parallel creek 2.5 kilometres to the east. Subtle east-northeast trends are evident on aerial photographs and are commonly associated with mineralization.

Structural deformation in the area appears to be minimal.

MINERALIZATION

old mineralization on the Elk property is hosted primarily by quartz veins and stringers in altered granitic and, less frequently, volcanic rocks. cross- cutting relationships indicate that the veins are Tertiary in age; they may be related to Tertiary Otter intrusive events.

In the Siwash North area, gold occurs in veins measuring 5cm to 70cm thick, hosted by a zone of strongly sericitic- to phyllic-altered granitic and, in the west, volcanic rocks. In general, the mineralized zone trends ENE with southerly dips from 20° to 80° (from east to west), and appears to be

related to minor shearing. In the eastern parts of the area, up to six sub-parallel zones occur. Five of these zones are consistent enough to be labelled the A to E zones. Mineralization in the west has been identified in one and locally two zones (the B and C zones).

At surface, most of the sulfides have been leached out leaving minor pyrite and chalcopyrite. Mineralization occurs primarily as native gold, occasionally as spectacular aggregates of coarse flakes, in frothy quartz (strong pyrite boxwork) or in fractures in the vein. Electrum was noted in one area as very coarse-grained flakes associated with strong manganese staining. Gold was seen rarely in boxworks in phyllic alteration.

In drill core, mineralization has not been affected by supergene processes. Gold is strongly associated with pyrite and with a blue-grey mineral. Photo- micrographs show the gold commonly in contact with this mineral, which may be an Au-Bi alloy (maldonite?) or a Cu-Bi-Sb sulfosalt. Au-Cu, Au-Bi, and Cu-Bi relationships have been indicated by statistical determinations (refer to cordilleran Engineering 1990, section 5.4 Statistical Analysis). Metallic minerals in the core include pyrite, chalcopyrite, sphalerite, galena, tetrahedrite, maldonite(?), pyrrhotite, and native gold (in order of decreasing abundance).

Gangue mineralogy consists primarily of quartz and altered wall-rock fragments. Ankerite is commonly present, with lesser amounts of calcite. Minor barite is also present. Fluorite was noted in one vein as very small (clmm) zoned purple cubes scattered in the quartz.

In the northern siwash Lake area, mineralization occurs mainly in quartz stringers and veins up to 35cm thick, hosted by strongly argillic- to phyllic-altered granitic rocks, closely associated with an andesite dyke. The zone trends east-west and dips about 50° to the south. At surface and in drill core, the gold is associated with pyrite, chalcopyrite, and locally high concentrations of galena and sphalerite. Tetrahedrite and maldonite(?) are also locally present. Silver values are much higher than in siwash North, probably associated with the greater galena content of the veins. The gangue mineralogy is similar to Siwash North.

~ineralization in the southern Siwash Lake area, known as the End Zone, is similar to that in the north, but trends approximately northeast dipping about 55O to the south. The quartz veins are 1 to 20cm in thickness and are hosted in strongly to moderately altered quartz monzonite as seen in trenches SL90-5 and sL91-4. The dominant sulphide minerals noted in the quartz veins were pyrite, galena, sphalerite, chalcopyrite, tetrahedrite and arsenopyrite. Silver to gold ratios were also elevated similar to the northern Siwash Lake area.

In the South Showing area, mineralization occurs mainly in quartz stringers in altered granitic rocks in association with breccia or with intensely argillized andesite dykes. Gold is rarely visible and is associated with pyrite and base-metal sulfides. The highest grade sample interval is from a zone of quartz stringers paralleling the breccia, within weak sericitic alteration.

4.4.1 Alteration

On the Elk property stronger alteration generally accompanies higher grade gold mineralization.

seven main types of alteration were recognized throughout the Elk property: propylitic, argillic, sericitic, K-spar stable phyllic, phyllic, advanced argillic and silicic. Locally, potassic alteration, skarnification, and silicification were noted, but were relatively minor and did not appear to be related to mineralization. The following descriptions refer to granitic rocks except as noted.

propylitic: Generally light green with biotite and hornblende altered to chlorite and plagioclase is saussuritized. In volcanics, colour is generally olive-green, and rock is soft.

argillic : Rock is bleached, with plagioclase white and clay-altered; K-spar is slightly altered. Volcanics are bleached to light green or grey.

sericitic: Typically pale green with a micaceous sheen, with plagioclase altered to sericite; trace disseminated pyrite may be present. Often associated with quartz veins, and appears to be the lowest grade alteration associated with gold mineralization. Not recognized in volcanics.

K-spar stable phyllic: Light pink, green, or yellowish with K-spar fresh and pink and blocky. Plagioclase and mafic minerals are altered to fine-grained quartz-sericite-pyrite. often occurs with veins and associated with gold mineralization. Not recognized in volcanics.

phyllic : Generally grey, fine-grained quartz-sericite-pyrite alteration. Usually associated with veins often gradational to quartz and often auriferous.

advanced argillic: ~ o s t or all of feldspar is destroyed, quartz is "free-floating"; often sheared, white in colour. volcanics are white or blue coloured. often associated with quartz veins.

silicic : Quartz veining or replacement. Hard with moderate conchoidal fracture. Textures may be blurred.

There is a strong symmetrical zoning of alteration around the quartz veins:

VEIN - ADVANCED - PHYLLIC - K-SPAR STABLE - ARGILLIC - PROPYLITIC ARGILLIC PHYLLIC

Secondary bands and zones of alteration may be present, and any of the alterations may be missing.

At surface, the alteration may produce a striking "rainbow" effect with the rock colour grading from white (vein) through grey, yellow, orange, rust, brown, and green (propylitic). In drill core, the effect is less striking and extensive, but the general pattern is still present.

4.4.2 Genetic considerations

Gold mineralization on the Elk property appears to be related to Tertiary tectonic and intrusive events as inferred from crosscutting relationships.

Throughout the property, quartz veins were mapped cutting Tertiary(?) andesite dykes which have intruded Tertiary Otter intrusions, Jurassic Osprey Lake Batholith and Triassic Nicola volcanics. In the siwash North area one quartz vein was found crosscut by an andesite dyke. cataclastic textures in the quartz veins mapped in the Siwash North and Discovery Showing areas suggest reactivation of the structures hosting the veins. Late stage Otter intrusive activity may have acted as the "heat pump1* for the mineralizing fluids. Petrographic analysis indicates that the deposition of gold mineralization was a late-stage event in the hydrothermal system, with native gold and associated sulphide minerals filling fractures in pyrite.

During the mineralizing events, hydrothermal fluids permeated fractures in the host rock, depositing quartz and sulphides in the fractures and causing alteration of the wall rocks. These fluids probably had temperatures of about

0 300 c during the initial stages of mineralization as indicated by sulphide and alteration mineralogy (Panteleyev, 1986).

Briefly, the genetic model for the deposits is thought to be as follows:

1) Deposition of the Nicola volcanics. 2 ) Emplacement of the Osprey Lake Batholith. 3) Emplacement of the Otter syenitic intrusions. 4 ) Fracturing possibly during the Osprey Lake and/or Otter intrusive

events. 5) Intrusion of andesite dykes. 6) Precipitation of quartz veins with pyrite, base metal sulphides and

late stage gold mineralization, and associated hydrothermal alteration.

7 ) Erosion to present level.

v e i n q u a r t z I - - - ........................ - - - baryte-a&eri te I - - - ----------- - - -

f l u o r i t e I - - - - ------ - - - I I

p y r i t e I - - ----- - - - ------- - - ----- - - -? p y r r h o t i t e I - - - ------- - - - m a r c a s i t e I replaces pyrrhotite - - - ------

s p h a l e r i t e - g a l e n a I - - - -------- - - - t e t r a h e d r i t e I - - - -- ------ - - - . . c h a l c o p y r i t e : - - - -------- - - - ---- - - -

I , n a t i v e go ld I - - - ----- - - - - ----- ?

bismuth mine ra l I - - ----- ?

Figure 4:

I

e a r l y I MAIN I l a t e V E I N

Paragenetic diagram showing relative timing of alteration, veining, and deposition of sulphide phases. Information is from observations at surface, in drill core, and from photomicrography.

G E O C H E H I S T R Y

INTRODUCTION

A total of 598 drill core samples were collected from 36 drill holes in the Siwash North area on the Elk claims during the 1991 field season. Core samples were assayed or analyzed for gold. Thirty-two chip and panel samples were collected from the End Zone trench in the southern Siwash Lake area and all were analyzed or assayed for gold.

During the period 1986 to 1990, the Elk property was grid sampled with 11,626 soils collected at 50 metre stations on 200 metre line intervals. Fill-in grids at 25m or 50m by 50m spacings, established around samples which contained greater than 50 ppb Au, added another 6560 for a total of 18,186 soil samples.

Table 2 1991 SOIL AND ROCK SAMPLE DISTRIBUTION

Location No. of soil Samples Trenches Drill holes Reconnaissance 2

No. of Rock Samples 3 2 598 6

The analytical results from rock and core samples are listed in Appendix "A".

r? b 5.2 SOIL GEOCHEMISTRY

Reconnaissance soil samples were collected from the "BV soil horizon and placed in kraft paper bags numbered with an identification number. The location was marked with a coloured ribbon labelled with the identification number.

samples were partially dried in camp and shipped to Acme Analytical Laboratories in Vancouver for gold analysis. At the lab, soils were dried and sieved to obtain 10 grams of minus 80 mesh size fraction. This portion was then ignited to 600 degrees Celsius and digested with hot aqua regia. Gold was extracted by MIBK (methyl isobutyl ketone) and the solution analyzed for gold by graphite furnace atomic absorption.

r 1 , ii 5.2.1 Soil Geochemistry Results

Two reconnaissance soil samples were collected on the northeastern Elk claims and returned only moderately anomalous results listed below.

Table 3 1991 RECONNAISSANCE SOIL SAMPLES

Sample Local Area Grid Location Au AS Number Name jcoordinatesl Sample Type/Description Ippb)Lw&!LL

ELK9141 Boulder Lk. 5750N/5300E Fe/Mn oxide stained phyllic 5.5 0.1 stained alttd grnt.

ELK92-S2 Boulder Lk. 4500N/3800E NE trending gully. 18.4 0.3

Note: Analyses extracted from Prospecting Project - Acme File #91-5274.

5.3 ROCK GEOCHEMISTRY

~uring 1991, panel and continuous rock chip samples (32 total) were collected from a stripped area in the southern Siwash Lake area known as the End Zone. The panel samples were 0.5 metre wide and both the panel and continuous chip samples were taken over intervals averaging one metre in length using sledge and cold chisel. Panel samples were obtained by chipping five parallel lines of chips along the length of the outlined area to a depth of two to four centimetres, depending on the hardness of the rock. Panel samples of strongly altered or soft rock were chipped to a 2cm depth over the entire area of the panel. continuous chip samples consisted of a single line along the sample interval. Aluminum tags with the sample number inscribed were nailed to the rock at all four corners of the panel samples and at both ends of the continuous chip samples. Panel samples (15 to 20 kg) and continuous rock chip samples (2 to 5 kg) were placed in numbered plastic sample bags and shipped to Acme Analytical Laboratories, Vancouver, for gold analysis. Sample preparation and analysis methods varied. samples that were expected to have significant gold content were crushed to -3/16" and then coarse pulverized to -1/16". In the case of large trench samples, 5kg of the sample was split out and then coarse pulverized. one kg of the -1/16" material was pulverized to 99% finer than -100 mesh and sieved on a -100 mesh screen. The result of one fire assay of 1 Assay Ton (1 AT) of the -100 mesh material and the weighted result of the fire assay of the entire coarse fraction were combined for an average gold value. ICP analysis for 30 elements was also carried out on a 0.50 gm sample of -100 mesh material. This technique was referred to as the Sieve and Assay method. Selected higher grade intercepts were resampled from the reject, assayed for gold by the same method.

samples adjacent to those analyzed by the sieve and Assay method were crushed and coarse pulverized as above, then 250 gm of the sample was split out, pulverized to -100 mesh and 1 AT assayed for gold by standard fire assay techniques.

samples of apparent lower grade were crushed to -3/16", 250 gm of sample split out and pulverized to -100 mesh. A 20 gm sample of the -100 mesh material was analyzed for Au by MIBK extraction and atomic absorption.

A total of 598 core samples were shipped to Acme for gold assay and analysis. samples which were to be assayed by the Sieve and Assay method were logged, detail photographed and shipped unsplit to maximize sample size. All other core samples were split and half shipped to the lab.

six rock reconnaissance samples were collected from various locations on the property while prospecting for the sources of soil geochemical anomalies. These are listed below.

Table 4 1991 RECONNAISSANCE ROCK SAMPLES

Sample Local Area Grid Location Au Ag Number ~ a m e (coordinates) Sample Type/Description pDb m!!

EL K ~ I - R ~ Galena ~ k . 1740S/5320E Qtz float w/ Pyritic grn 75 1.9

E L K ~ I - ~ 2 Galena ~ k . 3520S/3670E ~ t z float 40 0.3

E L K ~ ~ - R ~ Galena ~ k . 1350S/5020E ~ t z float w/ Pyrite 17 0.7

ELK91-R4 Boulder Lk. 5690N/5510E Fe/Mn stained Phyllic alt grn 24 0.2

ELK91-R5 Boulder Lk. 5690N/5510E Fe/Mn stained phyllic alt grn 630 0.5

PTI-30M Siwash North 3458N/2183E 2-10cm Qtz Vn in trench PT1 86 8.8 Minor cp Lim

Note: Analyses/Assays extracted from Prospecting Project - Acme Files #91-4921 and #91-5274.

5.4 METHODS OF AVERAGE GRADE CALCULATION

A variety of approaches were used to determine the gold contents of trench rock and drill core samples (Table 6). All the analytical data was compiled, and is presented in Appendix "B". True widths were calculated perpendicular to the gold bearing structure. Results from duplicate sample methods were averaged and the values prioritized by analytical method (see "Priority", Table 6). When a sample was treated by two methods of the same priority the values were averaged and the result promoted to a higher priority. In the cases where different methods of analysis were used, the results from the highest priority technique were chosen for calculating weighted averages of the standard 2.0 metre width. A desired true sample width could be chosen to bring a specific average interval to 2.0 metres. The "From To" column of the data compilation was used to indicate the samples to be included in the weighted average calculation. The "1" indicates the desired samples and the "2" indicates the last desired sample to be included.

Truncated versions of the relevant data from the main spreadsheet can be found with the Diamond Drill Hole Logs in Appendix "C". These include the "From" and ,,Tow drill hole depths, true widths of the samples and assay/analytical data.

Table 5 METHODS OF SAMPLE ANALYSES

4 FA (1 AT) -100 29 4 Rerun F.A. -100 14.5

Lab Method Particle Sample Quantitative Reported

Priority Name Size (mesh) Weiqht Extraction Method Method U d

(gm)

I 5 MIBK/AA -100 10 Aqua regia + solvent A ~ S P P ~

1

(AVg)

2 sieve &

Assay Fire Assay weight/IcP oz/t (1 AT) -100/+100 29 " 0Z/t

2 Rerun S+A -100/+100 variable " " oz/t

D I A M O N D D R I L L I N G

INTRODUCTION

Diamond drilling was carried out on the Elk 20 and 21 claims in the Siwash North area between July 11 and September 16, 1991. Thirty-seven holes were drilled and two previous holes were deepened for a total of 6608.38 metres of coring. The holes were drilled at roughly 50m centres over a strike length of 940m and to a maximum down dip depth of 335m. Leclerc Diamond Drilling, of Beaverdell B.C., performed the work using a skid mounted Longyear 38 drill, obtaining an average recovery of 95.33% at an average drill rate of 3.9 metres per hour.

The targeted zones were intersected in all holes. The mineralized structures vary in character and thickness from a sulfide-bearing vein up to 70 cm wide to a group of narrower veins hosted in phyllic-argillic altered granite or andesite. Locally, six subparallel zones (A,B,C,D,E,F) were defined. Each zone consists of one or more veins within an elevation range of 5 to 10m that can be correlated as a group to the adjacent drill holes. The main mineralized zone (B) is consistent, with only minor exceptions, across the entire drill grid. The other zones are present to the east of section 23403 and the C zone was also intersected in sections 2090E and 2140E. Results from assaying included values up to 175.17 &tonne Au over a true width of 2.0m.

DRIILING OPERATIONS

Drill sites were located on north-south fences south of the mineralized exposures to test the down dip continuity and character of quartz vein and shear hosted mineralization defined by trenching and drilling. Drill sites were logged by K-Way Contracting and logs were transported to the weyerhaeuser mill in Merritt. The sites were levelled using a Caterpillar 215LC excavator and D5 bulldozer. water was pumped to the drill sites from Siwash Lake and from an east flowing creek located at approximately 3000N. All used drill fluids were contained in sumps dug at each site. The drill was moved between sites by a Caterpillar D5 bulldozer. The core was washed, footage blocks were converted to metres and recovery, RQD (Rock Quality Determination) and hardness were calculated. All the core was photographed at four boxes per frame and the mineralized sections were detail photographed at five shots per core box. The geology and sample intervals were recorded on graphic drill logs and then input onto a computer using the Placer-Dome Inc. modified Geolog software package. samples comprising entire core were collected from quartz veins and all other samples were split using a Longyear core splitter. Samples were shipped to Acme Analytical Laboratories in Vancouver and assayed or analyzed for gold. samples that were visually estimated to contain significant gold values were assayed using metallics separation technique as described in the Geochemistry section 5.2, adjacent samples were fire assayed for gold and all other samples

were analyzed for gold using MIBK extraction. Drill hole orientations were measured at surface with a Brunton compass and downhole with a Sperry-Sun single shot camera. On completion of a hole, casing was removed and a labelled, 2.5 inch diameter plastic pipe was inserted into the collar to mark the location. survey control points were established across the drill grid by Steven Rowe and the locations of all the drill holes were surveyed relative to these points by compass and steel chain. On completion of the drill program all the hole collars were surveyed by Steven Rowe. Drill hole locations, dips, depths, etc. are summarized in Table 6.

DIAMOND DRILLING RESULTS

summary logs of the drill holes are included in Appendix "c" and drill hole locations are shown on Figure 5. The subsurface geology and sample locations for the Siwash North area are plotted on north-south drill sections 1840E to 27403 and east-west sections 3300N and 3420N (Plates 2 to 25). Significant assay results from both areas are listed in Table 9. True widths of samples are given in Table 7.

6.3.1. siwash North Area

The siwash North area (plates 1 to 25) is underlain by volcanics in the west, and granodiorite grading into quartz monzonite to the east. A fine-grained chill margin of granodioritic composition often occurs in contact with the volcanics. The volcanics are intruded by various types of granitic dykes, ranging from granite to feldspar porphyry, as well as granodiorite. Contacts tend to be steep (>60°). The volcanics are comprised of andesitic flows and flow breccias with minor ubiquitous disseminated pyrite. Aplite and pegmatite dykes and "veins" are common, and are of variable dip. Andesitic dykes, dipping about 65O to 75O~, occur in zones trending approximately loo0 to 80° and along a fault trending about 145O . The dykes vary from lOcm to 3m in thickness.

The mineralization is hosted in quartz veins varying in thickness from lcm to 70cm striking generally 90° and dipping from 25O to 70° . The veins contain dominantly white and light grey quartz with up to 20% sulfides and minor ankerite. Pyrite, chalcopyrite, sphalerite, galena, tetrahedrite, pyrrhotite and minor arsenopyrite comprise the sulfides. The gold occurs as fracture filling in the pyrite and is generally too fine grained to see without magnification.

The distribution of the gold mineralization is shown on plates 26 to 29 - Siwash North Area Plane of the Vein with Reserve Polygons for Zones B, C, D and E.

The siwash North area is naturally divided into two halves by the north northwest trending RB fault (plate 1) which crosses the drill grid at approximately 2400E. It dips about 70° to the east and has a dextral strike slip displacement of 10m as seen in crosscutting relationships. This fault is occupied by andesite dykes up to five metres thick. The vertical NSB fault

TABLE 6

-25- ELK PROPEBTY DIANOND DRILL SUHHARI BECOBD

Note: A11 i n c l i n e d h o l e s d r i l l e d a t 0 degrees a z i a t h , SNDIO, 11, I 2 - NQ, b a l a n c e AQ

BOLE NO. EASTING BOBTEINC ELEV'N SECTIOU DIP ---------------------------------------------------------. SND89-I 2,140.89 3,380.13 1,658.30 2140E -45 SND89-2 2,140.83 3,319.25 1,658.26 2140E -90 SND89-3 2,139,46 3,331.23 1,651.36 2140E -90 SND89-4 1,982,61 3,346.58 1,653.95 1990E -45 SND89-5 1,984.40 3,310.33 1,655.69 1990E -61 SND89-6 2,641.24 3,507.46 1,644.03 264OE -51 SND89-1 2,644.13 3,150,84 1,649.18 2640E -61 SND89-8 2,403.54 3,393.55 1,629.56 2405E -45 SND89-9 2,403.65 3,391.80 1,629.59 2405E -90 SND89-10 2,404.98 3,349.11 1,629.84 2405E -90 SND89-I1 2,138.14 3,280.36 1,660.99 2140E -90 SND89-12 2,138.53 3,224.76 1,657.93 21401 -90 i l i i i l2==i~iiZiii=1==~:::===z:==z======z====:=:=~=::==s~=:

SND90-13 2,091.88 3,389.37 1,664,08 20901 -45 SND90-14 2,089.64 3,355.16 1,663.15 2090E -90 SND90-15 2,090.42 3,309.31 1,662.19 2090E -90 SND90-16 2,039.44 3,359.96 1,651.80 2040E -45 SND90-17 2,039,50 3,358.25 1,657.85 2040E -90 SND90-18 2,039.82 3,320.16 1,659.91 2040E -90 SND90-19 1,939.90 3,331.15 1,657.78 1940E -45 SND90-20 1,939.85 3,331.10 1,651.81 1940E -90 SND90-21 2,190,58 3,316.23 1,650.85 2190E -45 SND90-22 2,190.13 3,342.03 1,653.80 2190E -80 SND90-23 2,190.90 3,295.63 1,651.04 2190E -60 SND90-24 2,239.16 3,356.33 1,649.93 22401 -45 SND9O-25 2,239.65 3,355.31 1,650,02 2240E -90 SND90-26 2,238.46 3,310.01 1,652.83 2240E -90 SND90-21 2,290.56 3,341.82 1,649.57 22901 -45 SND90-28 2,290.85 3,313.38 1,654,89 22901 -80 SND90-29 2,291.71 3,210.09 1,651.39 22901 -11 SND90-30 2,339.61 3,350.51 1,636.43 234OE -55 SID90-31 2,339.13 3,339.95 1,638.64 23401 -90 SND90-32 2,339.24 1,290.36 1,644.54 2340E -90 SND90-33 2,338,06 3,244.36 1,645.12 2340E -80 SND90-34 2,403.04 3,316.62 1,632.60 2405E -60 SMD90-35 2,439.56 3,429.41 1,634.98 24401 -45 SND90-36 2,439.12 3,411,33 1,634,69 2440E -90 SND90-31 2,439.86 3,310,11 1,631.65 24408 -90 SND90-38 2,441.18 3,320.60 1,631.27 24401 -85 SUD90-39 2,489.05 3,443.10 I,641.81 2490E -45 SND90-40 2,490.95 3,398.44 1,641.68 2490E -65 SUD90-41 2,490.37 3,353,31 1,631.22 2490E -15 SND90-42 2,541,92 3,481.86 1,646.98 2540E -46 SUD90-43 2,540,11 3,464.29 1,647.95 2540E -80 SND90-44 2,540,38 3,4l6.04 1,648.21 2540E -85 SND90-45 2,141.32 3,364.85 1,641.45 25401 -80 SND90-46 2,588.40 3,565.92 1,638.99 2590E -45 SHD90-41 2,590.21 3,490.56 1,647.99 2590E -50 SND90-48 2,590.02 3,453.55 1,650.34 2590E -15 SiiD90-49 2,590.58 3,420.44 1,651.82 25901 -90 SND90-50 2,645.02 3,401.95 1,650.28 2640E -61

I BECOY START ------------------.

95.10 OCT I I 95.20 OCT13 98.90 OCT 14 98.20 OCT15 96.10 OCT I 1 93.20 OCT 20 91.50 OCT 21 94.90 OCT 24 96.80 OCT 25 91.90 OCT26 98.20 OCT 29 98,OO OCT 30

96.15 JUN 13 100.00 JON IS 98.98 JUU 1 1 99.00 JUN 19 100.00 JUN 22 95.15 JUN 23 94.05 JUN 25 96.49 JUN30 95.92 JUL 1 92.31 JUL 3 95.87 JUL 6 93.14 JUL 6 95.52 JUL 8 94,41 JUL 9 93.93 JUL 11 95.12 JUL 13 94.97 JUL 16 92,30 JUL 18 94.16 JUL 23 95.04 J U L 2 5 95.66 JUL 28 93.84 JUL 31 88.05 AUG 3 89.49 AUG 4 94.81 AUC 5 92.81 AUG 6 96.62 AUG 9 93 ,38 AUG 10 95.44 AUG12 95.01 ADG I 5 90.34 AUG I 6 92.60 AUG 19 95.30 AQG 22 95.28 AUG 24 91,61 ADG26 94.56 AUG 28 94.63 AUC 31 94.43 sePT 2

FINIS! DEPTB TOTAL

OCT 13 10.41 10.41 OCT 14 34.90 105.31 1989 OCT I 5 61.51 166.88 PROGRAM OCT I 1 44,50 211.38 OCT 20 80.11 292.15 DEEPENED OCT 21 62.19 354.94 OCT 24 87.11 442.11 OCT 25 38.40 480.51 OCT 26 46.02 526.53 OCT 28 50.60 577.13 OCT 30 74.98 652.11 NOV 1 100.28 752.39 152.39

.--------------------------- .---------------------------

JUN I 5 65,53 65.53 JUN I 1 51.00 122.53 JUU 19 89.00 211.53 JUN21 61,26 212.19 JUN 23 53.64 326.43 JON 25 84.43 410,86 JON 25 53,03 463.89 JUN 30 85.95 549.84 JUL I 14.98 624.82 JUL 3 61.51 686.39 JUL 6 82.91 169.30 JUL 8 16,20 845.50 JUL 9 41.85 893.35 JUL I1 13.16 961.11 JUL 13 55.41 1,022,58 JUL I 5 15.29 1,091.87 JUL 18 92.05 1,189.92 JUL 23 46.33 1,236.25 JUL 25 51.00 1,293.25 JUL 21 96.26 1,389,51 JUL 31 122.15 1,511.66 AUG 2 10.11 1,582.31 AUG 3 32.61 1,614.98 AUG 4 46.33 1,661,31 AUG 6 51,OO 1,118.31 AUG 8 85.95 1,804.26 AUG 10 46.18 1,850,44 AUG I2 58.52 1,908.96 AUG 14 66.14 1,915.10 AUG 16 50.29 2,025.39 AUG 19 53.95 2,079,34 AUG 21 13.16 2,153,10 AUG 24 90.53 2,243.63 AUC 26 13,16 2,311.39 AUG 28 53.95 2,311.34 AUG 31 81.48 2,458.82 SEPT 2 90.53 2,549.35 SEPT 5 105.60 2,654.95

-27- TABLE 6 ELK PROPERTY DIAHOND DRILL SUHHAkY RECORD

51 5/92 Note: A11 inclined holes drilled at 0 degrees azl~uth.

SNDIO, 11, 12 - NQ, balance 19 BOLE NO. EASTING NonTsInG E L E V ~ U SECTION DIP 08 CLAIW x BECOV START FINISH DEPTB TOTAL .----------------------------------------------------------------------------------------------------------------------

SND91-97 2,140.15 3,185.17 1,653.15 214OE -65 6.10 ELK21 95.55 AUG 21H AUC 23N 218.24 4,129.14 SUD91-98 2,190.12 3,168.50 1,653.86 2190E -65 4.57 ELK21 94.11 AUG 231 AUG 25s 209.40 4,338.54 SND91-99 2,089.53 3,310.12 1,664.14 2090E -10 3.05 ELK21 91.51 AUG 25N U G 260 108.81 4,441.35 SND91-100 2,139.18 3,247.03 1,660,25 2140E -45 6.10 ELK21 96,49 AUG 261 AUG 21D 111,96 4,565.31 SND9I-I01 2,444.44 3,148.14 1,631.11 2440E -65 4,21 ELK21 96.34 AUG 210 O C T 3 0 D 185.02 4,150.33 SUD91-102 2,437.81 3,091.74 1,630.47 2440E -65 3.05 ELK21 96.61 AUG 290 AUG 310 212.45 4,962.18 SND91-103 2,540.59 3,290.83 1,640.38 25401 -65 4.57 ELK21 94.19 AUG 310 SEPT ID 121.10 5,089,88 SND9I-I04 2,492.68 3,244.92 1,631.16 2490E -80 4,21 ELK21 92.28 SEPT ID SEPT 20 139.29 5,229.17 SND9I-I05 2,541.12 3,242.40 1,634.16 2540E -65 4.27 ELK11 94.36 SEPT 2H SEPT 30 121.10 5,356.21 SND91-106 2,590,ll 3,239.78 1,637.58 2590E -65 1.62 ELK21 96.81 SEP1 ID SEPT 48 160.63 5,516.90 SND91-107 2,140.84 3,148.33 1,651.94 2140E -65 5.15 ELK21 91.91 SEPT 41 SePT 70 261.21 5,118.11 SBD91-108 2,090.39 3,199,88 1,655.49 20901 -65 3.35 ELK21 91.84 SEPT ID S E P I B N 200.25 5,918.36 SND91-109 2,089.30 3,156.24 1,650.33 2090E -65 3.35 ELK21 91.25 S E P T 9 N SEPT llD 249.02 6,227.38 SND91-110 2,138.36 3,431.66 1,647.59 214OE -65 3.05 ELK21 96,84 SEPT llN SEPT 12N 114.91 6,342.29 SND91-Ill 2,131.11 3,384.83 1,648.44 2740E -65 3,05 ELK21 97.44 SEPT 12N SEPT 140 160.63 6,502.92 SND90-10 DEEPEN 2405E -65 ELK21 97.05 SEPT 140 SEPT 148 21.34 6,524.26 SND91-100 DEEPEN 2140E -45 ELK21 98.66 SEPT 15D SEPT 160 84,12 6,608.38

AVG REC: 95.33

trends 180° and is located at about 24703 with a possible dip slip displacement of about 10m dropping the east side down. The general character of the mineralization changes from a two vein system to a five or six vein system east of the RB fault.

To the east of the RB fault up to six quartz veins were intersected - the A, B, c, D, E and F veins. They dip about 25O to the south through quartz monzonite and are generally narrower than those in the west, varying in width from 1 to 25cm. The sulfide minerals noted in the drill core are similar to those found to the west of the fault. The B and c veins contain the majority of the ore grade intersections with the D and E veins having one each. Low grade propylitic alteration of the quartz monzonite is more common throughout the drill core on the east side of the RB fault, probably due to the abundance of thin quartz veins.

West of the RB fault the B vein is the dominant vein system and is 0 characterized by a shallow (25 ) dipping leg on the north that is exposed on

0 surface by trenching and a steeper (60 ) leg to the south. The hinge line formed by the intersection of these two vein orientations trends 105' at approximately 3300N. Other minor quartz veins parallel to the B vein system were intersected but did not contain significant gold grades. The highest grade mineralization found to date in Siwash North occurs in the B vein on section 2140E (hole SND91-97) with values of up to 916.74 gm/t Au over a true width of 0.38m. It continues to the west across the contact into the volcanics with little change in character or orientation except at the southwest edge of the grid where it splays into a number of thinner veins. The B vein flattens

0 to 30 as it approaches the RB fault on the southern side of the drill grid.

The B zone is the most continuous and forms the bulk of the high grade mineralized intercepts. Five shoots were indicated by drill intersections with grades better than 10.0 gm/tonne Au (0.292 oz/ton) over a true width of 2.0m in the B zone. Holes SND90-69 and SND91-77, located at the southwest corner of the drill grid intersected significant mineralization defining a northeast trending shoot with potential for further extent to the southwest. The Mother Shoot is defined by surface mineralization and holes SND89-1, 2, SND90-14, 65 and 66, SND91-79, 97, 107 and 109. This system is open to the south and accounts for approximately one third of the total reserve calculated. A discontinuous shoot defined by holes SND90-27, 29, 33 and 61 plunges to the south and then angles to the southeast. A lower grade intercept in hole SND90-28 causes the break in the trend. A southeast plunging shoot is indicated by holes SND89-8 and SND90-37, SND91-87, 103 and 105 may be open down dip. An east-west trending shoot is outlined by holes SND90-44, 49, SND91-90 and 111 remains open to the east. High grade intercepts in holes SND89-7, SND90-44 and 48 outline a northeast oriented shoot open to the south and east.

one shoot defined in the C zone is outlined by holes SND90-50 and 72 below lower grade B zone intercepts. It trends northeast and is open to the south and east.

The C vein is exposed immediately to the north of the B vein in trench SN90-1 and has been located by drilling between 2090E and 2140E. It strikes east-west and dips steeply to the south.

Table 7: DIAHOUD IRTLL BOLB - S I - m ASSAYS

L i s t of Abbreviations: aspy - arsenopyr i te

born - b o r n i t e

cpy - chalcopyr i te

g a l - galena

Ksp - K-feldspar

L I - l imoni te

Mo - molybdenite

py - p y r i t e

sph - s p h a l e r i t e s t g r - s t r i n g e r

tet - t e t r a h e d r i t e qv - qua r t z v e i n

VG - v i s i b l e gold c.g. - coa r se gra ined

a l t r n - a l t e r a t i o n t - t o n s

a r g - a r g i l l i c t r - t r a c e

phyl - p h y l l i c TW - t r u e width

seric - s e r i c i t i c W/ - wi th

gg - gouge

Zm aeiqhted Averaqe

Sarple 1-1 I m e w i d t h lgm/tcmue! =/ton 1 1x0-] RPb.. 1 -6 ] feet I d t o n n e -/ton ] A! feet 12.h 'lU 1 6.6, 'lU I -6 a d Ced- I

S I W A S B U O E T B

SECTION l84OE

193 1 2 ( 9.00 1 29.5 1 4.11 1 0.120 1 0.50 1 1.6 1 I I sheared gg 6 phyl a l t ) n w/ 3% py I I I I I I I I I I I I I I I 11 1 102.70 1 336.9 1 3.84 1 0.112 1 0.42 1 1.4 1 0.82 1 0.024 I 6cm qv w/ 5% py, t rps cpy, a s p I I I I I I I I I I I I zone B I 194 1 7 1 168.50 1 552.8 1 13.54 1 0.395 1 0.41 1 1.3 1 2.95 1 0.086 1 lOcm qv w/ 35% py, 2% cpy, t r tet I I I I I I I I I I I I zone B I

SECTION 1890E

176 1 8 1 84.80 1 278.2 1 2.13

I 1 10 1 86.70 1 284.4 1 1.72

177 1 1 1 32.80 1 107.6 1 28.73

I I I I I I 1 4 1 147.45 1 483.8 1 33.33

S e d i o n 1940E

I20 1 10 1 74.70 1 245.1 1 31.17 1 0.909 1 0.26 1 0.8

I I 11 1 75.20 1 246.7 1 21.22 1 0.619 1 0.41 1 1.3

I I I I I I I I I69 1 13 1 125.50 1 411.751 84.24 1 2.457 1 0.42 1 1.4

Sec t i on 1990E

14 1 3 1 35.16 1 115.4 1 9.19 1 0.268

I I I I I I

0.031 1 2Ocm qv w/ 4% py, < I% cpy; zone B I I 2cm qv w/ 2% py; zone B I I 5cm sheared qv, 20% py, 2% g a l I I I

0.394 1 15cm qv, 15% py, 10% cpy; zone B I I I phyl a l t f d pegmati te, 1% py,

I

I numerous s t r i n g e r s I I

I [ sheared qv: 10% py, t r cpy; zone B I 8.43 1 0.246 173cm qv, sheared; 10% py, 5% cpy, I

I I tr t e t ; zone B I 17.79 10 .519 I q v w i t h 2 5 % p y , t r c p y ; z o n e B I

5.11 1 0.049 116m qv w/ 15% py, t r cpy; zone B I I I

0.025 l phy l l i c a l t , n ; lS%py , t r sph i n s t g r I I I

0.017 115cm qv; 15% py, 1% cpy; zone B I I I

1.89 1 0.055 1 16cm qv, sheared; 10% py, t r cpy: I I I zone B I

Sec t ion 2040E

116 1 8 1 24.64 1 80.8 1 17.79 1 0.519 1 0.65 I 2.1 1 5.79 1 0.169 125cm qv; 15% py, 5% cpy; about 1% 1 I I I I I I I I I I I tet; zone B I I 1 14 1 30.00 1 98.4 1 8.33 1 0.243 1 0.47 1 1.5 1 1.99 1 0.058 17cm qv w/ 20% py, 1% cpy, t r t e t : I I I I I I I I I I I I 117 1 3 1 33.05 1 108.4 1 2.54 1 0.074 1 0.57 1 1.9 1 122cm qv; 1% py; zone B

I I

I 1 5 1 34.51 1 113.2 1 2.98 1 0.087 1 0.36 1 1.2 1 1.27 1 0.037 115m qv; 158 py; zone B I I

-1e 7: D- UKUA HOLE - SIGHIFI- ASiWS contimed

AIY Weiuhted A m

1-1 -=e I m h I AU asmay I !tme width lgm/tomel =/ton 1 IN.-! lh.lb.. retre~ 1 feet ]dt- [ mlton metres! feet 12.h l W [ 6.6' 8 1 -6 and Geolow I Section 2190E

121 1 6 1 23.85 1 78.2 1 13.23 1 0.386 1 0.61 I 2.0 1 4.53 1 0.132 1 phyllic a1t.n; 2 cm qv w/ 5 % py, I I I I I I I I I I I I t r t e t ; zone B

122 1 12 1 34.70 1 113.8 1 2.13 1 0.062 1 0.49 1 1.6 1 1.23 1 0.036 1 13cm sheared qv; 15-208 py, I

I t r sph, t e t ; zone B I

I I I I I I I I I I I 123 1 1 1 36.22 1 118.8 1 3.15 1 0.092 1 0.47 1 1.5 1 I 1 2 cm qv; 5% PY I I I I I I I I I I I I I 164 1 11 1 106.45 1 349.2 1 15.57 1 0.454 1 0.57 1 1.9 1 4.70 1 0.137 1 qv; 5% py, 5% gal , t r cpy, aspy; I I I I I I I I I I I I zone B I I I I I I I I I I I I I 180 1 2 1 83.90 1 275.3 1 2.43 1 0.071 1 0.94 1 3.1 1 I I phyl a l t l n w/ 3cm & l c m qv; t o I I I I I I I I I I I 1 10% PY, t r CPY I I I I I I I I I I I I I 198 1 14 1 193.50 1 634.8 1 3.74 1 0.109 1 0.55 1 1.8 1 0.62 1 0.018 1 14cm qv, 3% py; t r J s cpy, gal , I I I I I I I I I I I I sph; zone B I

Section 224OE

124 1 4 1 28.10

I 1 5 1 28.60

I I I I ( 1 0 1 3 4 . 8 0

I I I 1 2 6 1 6 1 6 3 . 6 0

I I I

intense ser ic al t 'n , 10% py;

14cm qv w/ 5% py, tr cpy; i n t .

arg.altrn w/ 15% py; zone B

8cm qv; 258 py, tr cpy

qv; 1% py, 5% gal , 2 % cpy, t r t e t

zone B

Section 22903

127 1 5 1 33.75 1 110.7 1 3.22 1 0.094 1 0.47 1 1.5 1 I I phyllic a l t tn, 10% py, 15% cpy I I I I I I I I I I I I i n narrow qv I I 1 8 1 36.15 1 118.6 1 53.31 1 1.555 1 0.47 1 1.5 1 12.72 1 0.371 1 14cm sheared qv; 25% py, 5 % cpy, I I I I I I I I I I I 1 58 gal; zone B I I 1 15 1 41.50 1 136.2 1 2.85 1 0.083 1 0.45 1 1.5 1 0.79 1 0.023 1 phyllic a1t.n; 5- qv w/ 10-25) 1 I I I I I I I I I I I PYI t r CPY I I I 2 1 1 4 6 . 0 0 1 1 5 0 . 9 1 2.33 10.068 1 0 . 4 3 1 1 . 4 1 0.51 1 0 . 0 1 5 1 1 9 c m q v , 3 0 % p y , t r s p h , g a l I I I I I I I I I I I I I 128 1 1 7 1 65.00 1 213.2 1 4.90 1 0.143 1 0.80 1 2.6 1 2.23 1 0.065 1 phyllic a l t*n , numerous stgrs; I I I I I I I I I I I 1 10% PY I I I I I I I I I I I I I 129 I I I I I I I I I I shearedqv; 1 0 % p y , 5 % e a c p y , I I 1 7 1 81.25 1 266.6 1 60.07 1 1.752 1 0.44 1 1.4 1 I I gal , sph, t r VG I I 1 8 1 81.75 1 268.2 1 8.30 1 0.242 1 0.44 1 1.4 1 15.60 1 0.455 1 2 x l 2 c m qvrs; 5% py,tr cpy; zone B I I 1 9 1 82.25 1 269.8 1 2.47 1 0.072 1 0.44 1 1.4 ( I I i n t . phyllic a1t.n; 5-109 py, t r I I I I I I I I I I I I CPY I I I I I I I I I I I I I ( 6 2 1 7 1 147.00 1 482.3 1 10.05 1 0.293 1 0.44 1 1.4 1 2.26 1 0.066 1 1 5 n a sheared qv; 3-15% py, t r cpy I I I I I I I I I I I I sph; zone B I

Section 2340E

1 3 1 1 1 4 1 4 3 . 6 0

I 1 16 1 44.60

1.3 I I I 19cm qv; 5% py, t r cpy I 2.1 1 4.70 1 0.137 1 phyllic a l t fn ; t r - 5 % py; zone B I

I 2.8 1

I I I phyllic a l t fn ; 2-58 py

I I

3.0 1 3.09 1 0.090 1 phyl l ic a l t ln ; 2-58 py I I

-33-

Rlble 7: ~ m m m mum mm - S I - B a r rssms contimed

Au Weiqhted Averaqe

l ~ n ~ l sinple I Depth I ~n -ma7 I a p e w i d t h IgmftmmeI ozfton I 1~0.l umber 1 -6 I feet ~ d t r m n e I oz/ton I -st feet 12-rn a I 6-6. a 1 -s iud ~eo1oq-i I Section 23403 Continued

133 1 5 1 109.90 1 360.6 1 175.55 1 5.117 1 0.49 1 1.6 1 43.37 1 1.265 1 qv; 30% py, 2 % cpy, 1% gal,

I t r sph, aspy; zone B I

I I I I I I I I I I I 161 1 17 1 163.70 1 537.1 1 7.95 1 0.232 1 0.98 1 3.2 1 I I intense phyllic a l t * n , 5-108 py, I I 1 1 8 1 1 6 4 . 7 0 1 5 4 0 . 4 1 61.41 1 1 . 7 9 1 1 0 . 6 4 1 2 . 1 1 2 3 . 5 5 1 0 . 6 8 7 1 t r c p y . 2 1 m q v , 3 0 % p y 8 5 9 1 I I I I I I I I I I I cpy, t r sph, gal; zone B I I 1 26 1 172.65 1 566.4 1 5.79 1 0.169 1 0.49 1 1.6 1 1.54 ( 0.045 1 phyllic a l t rn , narrow qv w/ 10% 1 I I I I I I I I I I I py, 2 % sph, t r cpy,gal;zone C I 174 1 1 3 1 186.30 1 611.2 1 12.34 1 0.360 1 0.75 1 2.5 1 4.66 1 0.136 1 21cm qv; 3% py, 10% cpy,tr sph, I I I I I I I I I I I I VG; zone c I I I I I I I I I I I I 1 8 6 1 9 1 2 0 4 . 5 0 1 6 7 0 . 9 1 5.79 10 .169 1 0 . 4 8 1 1 . 5 1 1 . 4 1 1 0 . 0 4 1 1 6 m q v ; 7 5 % c . g . p y , t r s p h ;

I

I zone^ I

I I I I I I I I I I I I I 12 1 211.95 1 695.4 1 15.74 1 0.459 1 0.47 1 1.5 1 3.81 1 0.111 1 17cm qv; 5% py, 1% cpy, t r gal; I I I I I I I I I I I I zone c I I I I I I I I I I I I I

Section 24053

18 1 16 1 22.60 1 74.1 1 40.25 1 1.174 1 0.53 1 1.7 1 10.70 1 0.312 1 sheared qv; ~ 5 0 % py, tr cpy,

I tet,gal,sph; zone B I

I I I I I I I I I I I 19 1 12 1 16.20 1 53.1 1 7.34 1 0.214 1 0.39 1 1.3 1 1.71 1 0.050 1 s e r i c i t i c altPn,narrow qvpa; 5%py I I I I I I I I I I I I I 1 2 1 1 23.30 1 76.4 1 11.90 1 0.347 1 0.33 1 1.1 I

I I I gouge. 10% py I

I 1 23 1 24.50 1 80.4 1 6.17 1 0.180 1 0.48 1 1.6 1 3.46 1 0.101 1 phylic al tsn; 3 a a + lm qv w/ I I I I I I I I I I I I 2 % py; zone B

I phyllic a l t jn , 10% py I

I 1 32 1 30.40 1 99.7 1 2.26 1 0.066 1 0.69 1 2.3 1 I I I I I I I I I I I I I I 110 1 11 1 33.75 1 110.7 1 2.54 1 0.074 1 0.21 1 0.7 1 0.31 1 0.009 1 phyllic a l t s n , narrow qv; 5% py I I I I I I I I I I I I zone B I 134 / 5 1 45.55 1 149.4 1 3.60 1 0.105 1 0.70 1 2.3 1 1.27 1 0.037 1 phyllic alt,n,narrow qv*s; 10% py I I I I I I I I I I I I t r cpy, gal, sph; zone B I I 1 1 2 1 50.65 1 166.2 1 2.67 1 0.078 1 0.63 1 2.1 1 1.17 1 0.034 1 phyllic a l tPn , numerous stgrs , I I I I I I I I I I I I t o 30% py, t r cpy, sph, zone C I I I I I I I I I I I I I 170 1 2 1 75.70 1 248.4 1 2.19 1 0.064 1 0.59 1 1.9 1 1.13 1 0.033 1 eheared qv,2-5% py,tr cpy;eone B I I I I I I I I I I I I I I 1 1 0 1 90.75 1 297.7 1 5 .01 1 0.146 1 0.59 1 1.9 1 1.99 1 0.058 1 phyllic a l tTn; 3-58 py, t r cpy, I I I I I I I I I I I I sph, zone c I I I I I I I I I I I I I 1 7 1 1 22 1 1 3 7 . 1 0 1 4 4 9 . 8 1 19.17 10 .559 1 0 . 4 3 1 1 . 4 1 4.39 1 0 . 1 2 8 1 6 m q v , l O % p y , l % c p y , t r a s p y , I I I I I I I I I I I I t e t ; zone c I 1 24 1 138.10 1 453.1 1 2.26 1 0.066 1 0.65 1 2.1 1

I I I 4 m qv; 5-108 py, 1% cpy, t r t e t , I

I I I I 1 I I I I I I bornite, gal I I I I I I I I I I I I I 184 1 1 1 48.50 1 159.1 1 2.23 1 0.065 1 0.48 1 1.5 / I I seric a l t r n & 8 m stgr; 1 0 % py, I I I I I I I I I I I I 1% cpy, t r g a l I 1 6 1 157.15 1 515.6 1 7.68 1 0.224 1 0.63 1 2 . 1 1

I I I phyl a l t * n 6 3cm qv, t o 5 % py; I

I I I I I I I I I I I t r ' s sph, cpy I I 1 8 1 167.85 1 550.7 1 18.07 1 0.527 1 0.50 1 1.6 1 4.63 1 0.135 1 2 x lOcm qv's; 5 t o 10% py, t r I I I I I I I I I I I I cpy, zone c I I I I I I I I I I I I I 185 1 15 1 192.05 1 630.1 1 18.03 1 0.526 1 0.50 1 1.6 1 4.59 1 0.134 1 2 1 m qv; 25% py, 5% cpy, t r sph; I I I I I I I I I I I I zone c I I I I I I I I I I I I I

-34-

Table 7: D- IXtILL HOLE - SIGIiIFICAW ASSES Continued

AII Weiqhted Averaqe

l=l 1-1 I ~ . e width Igm/tonnel ~ z l t o n I lao.! umber I -6 I feet Idtonne I ozlton I -el feet 12.- .nr 1 6.6. .la 1 c~~ a d ~eoloqv I section 24403

135 1 1 0 1 16.00 1 52.5 1 15.26 1 0.445 1 0.47 1 1.5 1 3.81 1 0.111 1 sheared qv; 35% py,tr cpy; zone B I I I I I I I I I I I I I 136 1 3 1 8.95 1 29.4 1 11.14 1 0.325 1 0.47 1 1.5 1 2.81 1 0.082 1 phyllic altrn,narrow stgra; 10% 1 I I I I I I I I I I I PY, tr cpy: zone A I I 1 1 3 ( 22.50 1 73.8 1 5.04 1 0.147 1 0.45 1 1.5 1 1.30 1 0.038 1 int. phyllic altPn; gouge w/ I I I I I I I I I I I I about 50% py; zone B I I I I I I I I I I I I 137 1 1 3 1 32.80 1 107.6 1 3.46 1 0.101 1 0.91 1 3.0 1 I sericitic alttn; tr py

I I I

I 1 1 4 1 33.80 1 110.9 1 2.85 1 0.083 1 0.91 1 3.0 1 2.19 1 0.064 1 aplite I phyl altsn, 10% py: zone B

I I 1 15 1 34.80 1 114.2 1 2.88 1 0.084 1 0.46 1 1.5 1 I 1 1 7 1 35.80 1 117.5 1 2.81 1 0.082 1 0.64 1 2.0 I

I I phyl altjn; 8 a n qv, 1 0 % py

I I I

I 1 24 1 44.50 1 146.0 1 52.22 1 1.523 1 0.45 1 1.5 1 11.86 1 0.346 1 17cm qv, 2 0 1 py, 5% cpy, tr sph, I I I I I I I I I I I I gal; zone C I 138 1 3 1 18.75 1 61.5 1 3.81 1 0.111 1 0.85 1 2.8 1 1.65 1 0.048 1 Px4an to l o a n qvPs; to 10% py, I I I I I 1 I I I I I 1 2 % cpy, tr sph,gal,tet I I 1 8 1 34.25 1 112.4 ( 3.70 1 0.108 1 0.47 1 1.5 1 0.89 1 0.026 1 phyllic altPn; 10% py, tr cpy in I I I I I I I I I I I I ~ t g r I I I I I I I I I I I I I 1 0 1 1 5 1 135.00 1 442.9 1 2.64 1 0.077 1 0.50 1 1.6 1 0.69 1 0.020 I phyl alt'n, numerous stgrs; tr's I I I I I I I I I I I I py, gal: zone B

I / 1 3 1 161.80 1 530.8 1 2.50 1 0.073 1 0.48 1 1.5 1 I

I I phyl alttn w/ 1 6 3 a n qvfe; 1% I I I I I I I I I I I I PY. tr.6 CPY. gal, sph I I 1 19 1 169.00 1 554.5 1 7.75 1 0.226 1 0.60 1 2.0 1 2.37 1 0.069 1 l 8 c m qv, 50% py, 3% cpy, tr gal; I I I I I I I I I I I I zone c I I I I I I I I I I I I I 102 1 15 1 192.85 1 632.7 1 25.78 1 0.752 1 0.60 1 2.0 1 7.75 1 0.226 1 12cm qv: 25% py; 1% cpy, gal; I I I I I I I I I I I I zonec I I I I I I I I I I I I I

Section 24903

1 3 9 1 19 1 I I I 1 4 0 1 1 I I I I I 2 O 1 I I I I 1 2 3 1 I 1 2 5 1 I I I I I I 1 4 1 1 20 I I I I I 1 2 4 1 I I I I I I 1 8 7 1 7 1 I I I I I l l I I I I I I I

34.90 1 114.5 1 7.58 1 0.221 1 0.47 1 1.5 1 1.82 1 0.053 1 7 a n qv,lO% py,tr cpy,sph; zone B I I I I I I I I I I

36.45 1 119.6 1 17.83 1 0.520 1 0.45 1 1.5 1 4.18 1 0.122 1 phyllic altSn, narrav qvts w/2-3% I I I I I I I I ( PY. t r ~ p y , eph I

43.60 / 143.0 1 4.01 1 0.117 1 0.54 1 1.8 1 1.20 1 0.035 1 phyllic altrn: 10% py, 1% cpy I I I I I I I I I stgr I

46.60 1 152.9 ( 3.26 1 0.095 1 0.50 / 1.6 1 1.58 1 0.046 1 phyllic altrn;lO% py,tr cpy,sph I 48.30 1 158.5 1 3.84 1 0.12 1 0.80 1 2.6 1 I I phyllic altrn, 3- qv; 10% py I

I I I I I I I I tr cpy, zone B I I I I I I I I I I

44.15 1 144.8 1 4.46 1 0.130 1 0.49 1 1.6 1 1.13 1 0.033 1 phyllic altPn, 3cm qv; 10-15% py, I I I I I I I I I tr CPY

47.80 1 156.8 1 3.91 1 0.114 1 0.99 1 3.2 1 1.35 1 0.057 1 phyllic altnn, narrow stgrs: I I

I I I I I I I 1 10% py, tr cpy, sph; zone B I I I I I I I I I I

60.75 1 199.3 1 15.19 1 0.443 1 0.49 1 1.6 1 3.91 1 0.114 1 7cm qv; 5% py; tr's cpy, gal I I I I I I I I I I

80.80 1 265.1 1 67.92 1 1.981 ( 0.50 1 1.6 1 17.01 1 0.496 1 lOcm qv; 15% py, 2 % cpy; VISIBLE I I I I I I I I I GOLD; zone B I I I I I I I I I I

Table 7: DI~VIW ORILI, EVIa - SIGmIFIC2ml AsSAIS continued

Au weiqhted -qe

lmlsemp1eI Depth I A U A S S ~ V I m e w i d t h Isdtonue! -/ton I IUO-1 5mber 1 metTee [ feet Idtanne [ =/ton w! feet 12.fJm R 1 6.6, R I -te and G e o l w

Section 25903 Continued I

148 1 11 1 49.30 1 161.7 1 2.50 1 0.073 1 0.50 1 1.6 1 0.72 1 0.021 1 phyllic alt,n,narrow stgrs;

I zone c I

I I I I I I I I I I I I 1 1 4 1 5 6 . 2 0 1 1 8 4 . 4 1 5.59 10.163 10 .49 11.6 1 1 . 4 1 1 0 . 0 4 1 1 5 c m q v w / 5 t ~ , t r c p y , g a l I I I I I I I I I I I I zone D I I 1 1 7 1 66.70 1 218.8 1 14.43 1 0.421 1 0.48 1 1.6 1 3.60 1 0.105 1 3cm qv w/ 5 % py, t r cpy, gal: I I I I I I I I I I I I zone EI

I 1 2 0 1 7 2 . 5 0 1 2 3 7 . 9 1 16.77 10 .489 1 0 . 4 8 1 1 . 6 1 4.18 10 .122 1Ksp-stablephyl l ica1t .n I

I zone E2 I

I I I I I I I I I I I 149 1 7 1 54.50 1 178.8 1 130.60 1 3.809 1 0.47 1 1.5 1 31.17 1 0.909 1 9cm qv; 15% py, 1% cpy, t r sph I I I I I I I I I I I I zone B I I 1 1 4 1 77.50 1 254.2 1 2.16 1 0.063 1 0.46 1 1.5 1 0.79 1 0.023 1 aer ic i t i c a l t cn; 3cm qv w/ 5% 1 I I I I I I I I I I I cpy; zone D I I I I I I I I I I I I I 1 7 2 1 4 1 7 3 . 1 5 1 2 4 0 . 0 1 9.74 10 .284 10 .50 1 1 . 6 1 2 . 5 4 10.074 1 2 1 c m q v r 2 ~ % p y , 1 a c p y , t r t e t , I I I I I I I I I I I I gal, VG; zone B

I I 8 1 94.70 1 310.7 1 17.11 1 0.499 1 0.49 1 1.6 1 I

I I 4cm + 7cm qvrs , 10% py, 2acpy. I I 1 9 1 9 5 . 2 0 1 3 1 2 . 3 1 30.48 1 0 . 8 8 9 1 0 . 4 9 1 1 . 6 1 1 1 . 6 6 1 0 . 3 4 0 1 t r s p h . g a 1 . 8 m q v , l O % p y . I I I I I I I I I I I I 1% cpy, zone D I I I I I I I I I I I I 188 1 2 1 98.60 1 323.5 1 22.70 1 0.662 1 0.49 1 1.6 1 5.73 1 0.167 1 2% 5cm q v , ~ ; 3% py, t r P s cpy,

I

I I I I I I I I I I I asp; VISIBLE GOLD i n lower vein I I I I I I I I I I I I zone c I I 1 6 1 1 0 1 . 3 0 1 3 3 2 . 3 1 23.73 10 .692 1 0 . 4 8 1 1 . 5 1 5 . 7 3 1 0 . 1 6 7 1 l O c m q v ; 5 % p y , l % c p y , t r a s p , I I I I I I I I I I I I VISIBLE GOLD; zone D I I I I I I I I I I I I I 106 1 2 1 95.85 1 314.5 1 7.13 1 0.208 1 0.49 1 1.6 1 1.78 1 0.052 1 7 m sheared qv; 30% py, 1% cpy; I I I I I I I I I I I I zone^ I I 1 8 1 109.80 1 360.2 1 42.21 1 1.231 I 0.49 1 1.6 1 10.39 1 0.303 1 l l c m qv; 10% py, 1% cpy, VISIBLE I I I I I I I I I I I I GOLD; zone c I I I I I I I I I I I I I

Section 26403

I 6 I 4 I I I I I l 5 1 I I I I I I I 113 1 I I I I 1 2 3 1 I I I I 1 2 8 1 I I I

1 I I I I 1 3 8 1 I I I I 1 4 1 I I 1 4 3 1 I I I I 1 5 6 1 I I I

24.51 1 80.4 1 9.15 1 0.267 1 0.40 ( 1.3 1 I I Ksp-stable phyllic a l t rn , 3 m qv; I I I I I I 1 2.33 1 0.068 1 10% py, t r cpy; zone B

24.96 1 81.9 1 2.43 1 0.071 1 0.40 1 1.3 1 I

I I ser ic a l t ,n 25% py; zone B I I I I I I I I I I I I I I I I I I I

3 0 . 3 0 1 9 9 . 4 1 15.50 10 .452 1 0 . 3 5 11.1 1 2.74 1 0 . 0 8 0 1 6 c m q v , 3 0 % p y , 5 % c p y , t r t e t I I I I I I I I I I

35.33 1 115.9 1 15.60 1 0.455 1 0.28 1 0.9 1 2.23 1 0.065 1 Ksp-stable, phyl l ic a l t ,n; tr VG I I I I I I I I I i n stgr; zone C I

39.33 ( 129.0 1 21.29 1 0.621 1 0.28 1 0.9 1 3.02 1 0.088 1 Ksp-stable phyllic a l t rn; 1 0 % py I I I I I I I I I i n stgr; zone D I

56.35 1 184.9 1 77.35 1 2.256 1 0.44 1 1.4 1 17.04 1 0.497 1 Ksp-stable phyllic a1t.n; stgr w/ I I 1 I I I I I I 15% py: zone C

72.98 1 239.4 1 5.90 1 0.172 1 0.53 1 1.7 1 1.78 1 0.052 1 s e r i c i t i c a1t.n; zone E l I I

I I I I I I I I 75.15 1 246.6 1 2.26 1 0.066 1 0.54 1 1.8 1 I ser ic i t c altjn; zone E2

I I I

76.50 1 251.0 1 7.30 1 0.213 1 0.40 1 1.3 1 2.19 1 0.064 1 Ksp-stable phyllic a l tSn; 5% py I I I I I I I I I I

84.50 1 277.2 1 2.50 1 0.073 1 0.28 1 0.9 1 I I aer ic i t i c altrn; 10% py, t r py, I I I I I I I I I cpy i n stgr I

-38-

Table 7: DIllllDeD - B(aE - SI(gIPICAuI aSSAlS Continued

Au WeiqMed Averam

1-1 -le 1-1 assay I m e width ~gdtome1 o z / h 1 1 ~ 0 . 1 5mber metres 1 feet !qm/tonne 1 ozlton 1 metres11 feet 12-Om 8 1 6-6, 8 1 Ccrments a d Geolow

Section 27403 Continued I

111 1 8 1 68.25 1 223.9 1 66.00 1 1.925 1 0.48 1 1.5 1 15.87 1 0.463 1 K-spar stable phyl al trn w/ lon I I I I I I I I I I I I qv; 1% py (30% i n vein) zone B I I ( 15 1 112.10 1 367.8 1 2.71 1 0.079 1 0.47 1 1.5 1 0.65 1 0.019 1 K-spar phyl a l t 'n w/ 2cm qv; 10% I I I I I I I I I I I I py, t r cpy i n vein; zone P I I I I I I I I I I I I I

S I W A S H L A K E

Section 2410E

156 I I I I I I I 11 1 35.20 1 115.511 5.69 1 0.166

I 1 14 1 37.30 1 122.4 1 5.66 1 0.165

I I I I I I 157 1 8 1 67.40 1 221.1 1 2.54 1 0.074

I I I I I I I 1 10 1 69.55 1 228.2 1 4.63 1 0.135

I I I I I I Section 25553

159 1 16 1 65.40 1 214.6 1 4.46 1 0.130

I I I I I I I I I I I I

I I l l c m qv, about 75% py, tr cpy, tr I 1 0.071 1 gal . Ag 97.7 gm/t I I 1 32 cm qv, 20% py, 5% cpy, 20% gal I I I 10% eph. Ag 141.9 gm/t I I I 35cm qv, 10% py, 5% cpy, 5% sph, I 1 0.043 1 2 % gal. Ag 47.0 gm/t I I I 16cm qv; 15% py, t r cpy; Ag 42.4 1 I I gmlt I

1 0.033 1 6cm qv + 9cm gouge; 30% PY, 5% 1 I I cpy. Ag 32.6 g l t I I I I

E X C A V A T O R T R E N C H I N G

INTRODUCTION

Stripping was undertaken in the siwash Lake area, known as the End Zone, to test the continuity and grade of gold bearing structure exposed by trenching in 1990. Panel samples were collected at five metre intervals within the stripped area over a total of 44m of strike length. Averaging of panel sample results across true widths of 2.0m returned 2.49 gm/tonne Au over a strike length of 40m.

The Siwash Lake area (Plate 30), llOOm south of the siwash North zone, contains numerous gold soil geochemical anomalies up to 1210 ppb. Two of these anomalies were tested by trenching (SL89-1, SL89-2) in 1989, exposing granitic rocks cut by alteration zones and quartz stringers. An argillically altered pyritic andesite dyke with quartz veining in trench SL89-1 returned values up to 12.69 gm/tonne Au over a true width of 0.86m. This mineralized zone was further exposed in 1990 for 17 m along strike and panel sampled at five metre intervals returning values up to 30.69 gm/tonne Au over a true width of 0.34m. Trench SL89-2 was extended lOOm to the south and exposed the mineralized zone 150m along strike which assayed 40.39 gm/tonne Au from a grab sample. Five more trenches were excavated to the south to test soil geochemical anomalies and coincident VLF-EM or magnetic trends. Locally altered granitic rocks containing quartz stringers, andesite dykes and sparse feldspar porphyries of the otter intrusions were exposed. Significant results were returned from quartz vein samples in trenches SL90-4 and SL90-5, including values up to 34.46 gm/tonne Au from a grab sample. In 1991 the mineralized vein exposed in trench SL90-4 was stripped over a strike length of 44m and is described below.

TRENCH OPERATIONS

one stripped area was excavated in the Siwash Lake area (End Zone) utilizing a Caterpillar 215 LC excavator. The depth of the stripped area varied from 0.5 to 2.0 metres and averaged 1.5 metres. The rate of stripping averaged 1.8 metres per hour. Trench statistics are summarized in Table 10.

Two types of quick detachable buckets were used on the machine: a thirty-six inch toothed bucket for digging through overburden and a sixty inch smooth edge bucket for cleaning soil from the bedrock surface. A Honda pump was used to dewater and wash sections of trenches.

The stripped area was mapped in detail at 1:100 scale and the geology was compiled at 1:100 scale (Plate 31). Panel samples, 0.50m wide by generally 1.0m long, and 1.0m continuous rock chip samples were collected across altered or favourable looking sections of trench floors and walls. True widths of the chip and panel samples were measured using a Jacobrs staff and confirmed on a stereo net. Significant gold results are plotted on the stripped area plan map (Plate 310 and a complete list of samples, true widths and weighted averages are included in Appendix "B".

The trenches were surveyed using a Brunton compass, 50m steel chain and clinometer. The compass surveys were tied into the survey control points established by Steven Rowe using a Wild transit/EDM and tied into the 3000N, 23503 cut line station.

Table 8 199 1 TRENCH SUMMARY

Number of samples Length Width (m) Average Estimated Analysis Assay

Location 3 (m) TOP Bottom Depth Volume (m 1 Rock Rock

stripped Area SN91-4 4 4 12 7.5 1.5

7.3 TRENCH RESULTS

Table 9: 1991 SUMMARY OF SIGNIFICANT STRIPPED AREA ANALYTICAL RESULTS

T N e AU Location sample Number ( s ) width m -/tonne

stripped Area SL9 1-4 SL904X-3P

SL904X-2P SL904X-1P 2L904X-17P SL904X-2OP SL904X-24P SL904X-28P SL904X-31P

7.3.1 s i w a s h Lake A r e a

The relative locations of the siwash Lake trenches are shown on Plate 30. Detailed geology and sample locations are shown on Plate 31 and significant analytical results are given above in Table 9.

T r e n c h SL91-4 (Plate 31), measuring 44m long and averaging 7.5m wide, was dug to further expose mineralization encountered in trench SL90-4. The trench uncovered a 2 to 3m wide zone of moderate to strong argillic to phyllic alteration hosted by weakly propylitized quartz monzonite. The altered zone is strongly sheared and hosts quartz veins from lcm to 20cm wide, trending 065/80S to 045/65S from east to west. The main quartz vein is more or less continuous with numerous splays along shears, especially in the eastern half. Mineralization consists primarily of pyrite (to 20%), with up to 10% galena and lesser sphalerite, chalcopyrite, tetrahedrite, and arsenopyrite. A 1.5m wide zone of intense argillic alteration and shearing occurs midway along the trench, and trends about 130/65N. The shear displaces the west half northward about 3m. A few narrow shears run roughly parallel to this feature throughout the trench and several minor shears occur parallel to the mineralized zone. A 10 to 30cm andesite dyke occurs 2m south of the mineralized structure in the western half of the trench, and lies along shears sub-parallel to the zone. In the far eastern extent of the trench, north-trending fault blocks of andesite dyke also occur, with unknown extent or true width. Gold values of up to 13.82 gm/tonne (0.403 oz/ton) across a true width of 0.42m (1.4 ft) were returned from panel sampling. The mineralized trend remains open to the east and west.

R E S E R V E C A L C U L A T I O N S

A drill indicated reserve has been calculated for the Siwash North Area based on results from 107 diamond drill holes with vein intersections spaced at approximately 50 metre centres. The reserve was calculated as follows:

(1) sections in the plane of the vein were produced for the B, C, D and E veins (Plates 26 to 29) by rotating each drill intercept to the horizontal along the north-south plane of its respective drill section. The surface exposure of the vein was used as the origin and all intercepts were rotated to that elevation.

(2) using a cutoff grade of 10 grams per tonne gold over a 2.0 metre true width, polygons were drawn around those drill intercepts above the cutoff grade on the plane of the vein sections. On the edges of the drill grid, imaginary drill hole intercepts on 50m centres were used to determine polygon sides. The B vein is the most continuous and contains the bulk of the high grade intersections. Twenty-two intercepts in the B vein, three in the C vein and one each in the D and E veins were used for the reserve calculations. The area of each polygon was calculated by matrix reduction, then multiplied by 2.0 metres true width to obtain the volume and multiplied by a specific gravity of 2.65 tonnes/cubic metre (AGI, 1965) to give a metric tonnage for the block.

(3) The block was assigned the uncut, calculated two metre weighted average gold and silver values from the drill hole intersection. The weighted average result from hole SND91-97 was cut from 175.17 gm/t Au to 51.43 gm/t (1.5 oz/ton) .

( 4 ) Assay results from trench samples 91m to the east and 56m to the west of polygon SND89-1 were averaged and used to calculate a reserve for a volume of material two metres thick and ten metres down dip from surface. his value was added to the siwash North reserve (Table 10, Trench East and Trench West).

Table 10 details results of the reserve calculation by block and vein. The total drill indicted geological reserve to a down dip extent of approximately 300 metres is 307,416.25 tonnes at an average grade of 22.19 gm/t Au and 24.65 gm/t Ag.

This calculation is referred to as a "geological" reserve because no allowance has been made for specific mining methods and a universal dilution factor to a 2.0 metre true width has been applied. Cutting of assay values has been limited to extreme values only because there is no accumulated experience relating drill intersection values to bulk sample values for this deposit at this time. The reserve is open to expansion by further drilling at depth and along strike.

,? Table 10:

il

Block Hole --

A 77 B 69 C1 14A C2 14B D 66 E 108 F 1 G 2 H 75 I 65 J 97 K 107 L 27 M 29 N 33 0 6 1 P 8 Q 8 7 R 44 S 49 T 90 U 111 v 37 W 106 X 7 Y 7 2 Z 50 Trench East Trench West

Area

2,716.99 2,594.89 1,796.91 344.35

2,414.72 2,371.44 1,861.15 942.81

1,311.74 1,869.42 2,108.62 2,342.77 1,591.20 2,512.62 2,586.91 2,650.53

829.43 2,596.05 2,467.54 2,332.63 2,306.68 2,430.01 1,999.97 2,433.38 2,479.50 2,130.69 2,510.20

560.00 910.00

SIWASH NORTH RESERVE BLOCKS - GOLD + SILVER

cutoff (gm): 10.00 True width (m): 2.00

Specific gravity: 2.65

Tonnes Au Grade Grams AU

194,544.63 244,664.39 423,803.58 81,214.95

569,511.71 268,843.04 261,398.52 50,518.59 197,582.15 155,950.76 574,765.53 216,671.08 107,272.34 207,743.42 594,629.72 330,825.90 47,036.98

234,041.70 139,411.07 385,352.81 331,186.19 204,390.57 125,714.11 133,998.94 223,928.60 131,672.38 194,771.44 73,279.92 116,571.91

Aq Grade

30.30 33.80 25.50 25.50 43.90 53.30 10.90 17.70 24.00 27.50 51.40 12.70 10.70 19.50 48.50 41.10 11.90 16.30 15.50 22.30 21.70 44.30 5.30 8.60 5.30 9.40 10.00 16.63 16.48

Grams ~q

436,321.42 464,848.59 242,853.74 46,538.90

561,832.90 669,908.09 107,518.64 188,445.01 166,853.33 272,467.97 574,430.26 157,691.85 90,236.95

259,679.28 664,965.22 577,364.95 52,312.15

224,272.76 202,708.41 275,693.54 265,291.27 570,542.05 56,179.16 110,913.46 69,649.16 106,150.98 133,040.60 49,357.84 79,483.04

Total: 307,416.75 tonnes

Average Au Grade: 22.19

Grams AU: 6,821,296.94

Average Ag Grade: 24.65

Grams Ag: 7,577,551.49

Shoot

B 1 B 1

B2a B2b B2b B2b B2a B2a B2a B2b B2b B2b B3 B3 B3 B3 B4 B5 B6 B6 B 6 B6 37C 106C

7 c 72D 50E B2 a 82a

9.0 L O G G I N G

Logging was carried out in the Siwash North and siwash Lake areas on the ~ l k 2, 20, and 21 claims in preparation for stripping, drilling and bulk sampling. The work was carried out in two phases by K-Way Contracting and Elkhart Lodge Ltd. of Merritt B.C. All the logs were shipped to the Weyerhaeuser Canada mill in Merritt. The work was done under a licence to cut held by Fairfield Minerals Ltd.

In the first phase, K-Way Contracting removed trees from Siwash North drill sites SND91-81 to SND91-107 and from the Siwash Lake stripped area between July 17 and September 20, 1991. A total of 390 tonnes of logs were removed.

Elkhart Lodge Ltd. performed the second phase of logging in the Siwash North area between October 22 and 29, 1991. A site 1.7 hectares in size was cleared in preparation for a proposed underground portal and 306 tonnes of logs were trucked to the mill.

Logs were felled, decked, trimmed of all branches and cut to lengths specified by the mill. The logs were then sorted and transported to Merritt via the okanagan connector highway. slash piles from logging in 1990 and 1991 were burned between October 20 and 28, 1991.

10.0 R O A D C O U S T R U C T I O N

Approximately 1.3 km of rough, drill site and trench access roads were constructed in the siwash North area. The access road connecting the Siwash North area to the okanagan connector highway was upgraded. A portal site measuring approximately 30m by 40m was excavated in the Siwash North area and a levelled work area was constructed in front of the site. All work was done on the Elk 1, 2, 20 and 21 claims between July 19 and November 1, 1991 by Wiltech Developments of Kelowna. Equipment used included a Caterpillar D8K bulldozer, 215LC excavator, 14G grader and Hitachi EX270 excavator.

R E C L A H A T I O B

LA Reclamation during the 1991 field season included spreading the remains of

G burnt slash piles in the siwash North area and manually spreading ESSF grass seed mix on drill sites in siwash North and on backfilled Siwash Lake and Elusive creek trenches. sumps dug to contain drill fluids were backfilled.

U Twelve water samples were collected (Figure 6) in the Elk property area on

October 14 and 15, 1991 in preparation for a baseline environmental study. Five

G samples were taken at each site varying is size from 250 ml to one litre and shipped in an insulated container to Analytical Service Laboratories in Vancouver for analysis. The results are listed in Appendix "D".

n ' I

A E R I A L P H O T O G R A P H Y

An area four km east-west and eight km north-south centered on the west side of Siwash Lake was aerially photographed in black and white and colour at scales of 1:8,000 and 1:15,000. The work was contracted to Eagle Mapping of Port Coquitlam, B.C. and was carried out between September 24 and October 4, 1991. Targets of white plastic sheet were placed on claim posts, cut lines and survey control points to provide reference points for the preparation of an orthophoto.

R E F E R E N C E S

AMERICAN GEOLOGICAL INSTITUTE: 1964: AGI Data Sheets, p.24

CORDIIJZRAN ENGINEERING LTD.: 1990: Drilling, Trenching, Geochemical and Geophysical Report on the Elk

Property, North Area, similkameen Mining Division, B.C. Assessment report submitted to B.C. Ministry of Energy, Mines and Petroleum Resources, May, 1990

MONGER, J.W.B.: 1989: Geology, Hope, British Columbia; Geological Survey of Canada, Map

41-1989, sheet 1, scale 1:250,000

A. : 1986: Ore Deposits #lo. A Canadian cordilleran Model for Epithermal Gold

Silver Deposits; Geoscience Canada, Vol. 13, No. 12, pp. 101-111.

RICE, H.M.A.: 1947: Geology and Mineral Deposits of the Princeton Map Area, British

Columbia; G.s.c., Memoir 243.

SALARIES (Field) M. Brinkerink R. Champoux J. cornier R. Harwood B. Johnson M. Steiner J. Tindle

S T A T E M E N T O F C O S T S

Cook ~ l d . Assist Geologist ~ l d . Assist Bullcook ~ l d . Assist ~ l d . Assist

ENGINEERING FEES (Field) E. Balon Prospector P. Conroy Geologist W. Jakubowski Geologist J. Rowe Geologist J. stollery P. Eng.

115 days 2 days 1 day

104 days 8 days 2 days 1 day

21.5 days 100 days 112 days 30.5 days 16.5 days

TRANSPORTATION Truck Rental Fuel and repairs

CAMP SUPPORT Groceries .................................. 11,403 propane .................................. 1,090 Camp equipment rental .................................. 29,167 Radio telephone .................................. 1,551 Personnel travel .................................. 4,897 Hardware, field gear .................................. 9,484

DIAMOND DRIJAING Leclerc Diamond Drilling 6,608.38 m ..................... 314,915 ..................... Caterpillar 215Lc Excavator and operator 9,510 K-Way Log drill sites .................................. 4,715

TRENCHING Caterpillar 215LC Excavator and operator .............. 24 hrs @ $90.00/hr 2,160 K-Way log trench site .................................. 1,397

...................... caterpillar 146 Grader 14.5 hrs @ $80.00/hr

Balance forward

Balance forward $607,446

...................... ENVIRONMENTAL CONSULTING Hallam, ASL ~ a b s Ltd. 5,749

RE-TION Caterpillar 215LC Excavator and operator ...................... 15.5 hrs @ $90.00/hr 1,395

AERIAL PHOTOGRAPHY .................................................... 5,409

SURVEYING ............................................................. 1,585

GEOCHEMICAL ANALYSIS 21 Trench Rock Samples FA Au 11 Trench ~ o c k samples FA Native Au sep

330 Drill Rock Samples FA Au ................. 151 Drill ~ o c k Samples FA Native AU sep $6,880 117 Drill Rock Samples MIBK Au .......................... 1,800 8,680

PORTAL SITE Hitachi EX270 Excavator 128 hrs @ $118/hr ............... 15,104 Caterpillar D8K Tractor 87 hrs @ 137/hr ............... 11,745 Mobilization .................................. 960 27,809

LIABILITY AND ACCIDENT INSURANCE ..................................... 1,753 FREIGHT, EXPRESS AND DELIVERY ..................................... 3,874 .................................. OFFICE SUPPLIES, PRINTING, PHOTOGRAPHY 5,668 MAPS, PUBLICATIONS, AIRPHOTOS ..................................... 264 TELEPHONE, POSTAGE ..................................... 6,789

TOTAL EXPENDITURES $676.421

L I S T O F P E R S O N N E L & C O U T R A T O R S

PERSONNEL : M. Brinkerink, Vancouver, BC

R. champoux, Vancouver, Bc

P. conroy, vancouver, BC

J. Cornier, Vancouver, BC

R. Harwood, Nelson, BC

W. Jakubowski, Vancouver, BC

B. Johnson, Nelson, BC

M. Steiner, Coquitlam, BC

J. Tindle, whistler, BC

B. Watts, Kelowna, BC

Position cook

Field Assistant

Geologist

Geologist

Field Assistant

Geologist/Supervisor

Bullcook

Field Assistant

Field Assistant

Field Assistant

CONTRACTORS Position wiltech Developments Ltd. Excavator Trenching Kelowna, B.C. Road & Portal Site construction

Leclerc Drilling ~ t d Diamond Drilling Beaverdell, B.C.

K-Way contracting Merritt, B.C.

Steve Rowe Penticton, B.C.

Logging

surveying

Eagle Mapping Services Ltd. Aerial Photography Port Coquitlam, BC

Elkhart Lodge Ltd. Merritt, B.C.

Logging

Field Dates worked Jun 15 - Oct 26, 1991 Jun 16 - Jun 17, 1991

Jul 14 - Oct 26, 1991 Sep 21, 1991

Jul 10 - Oct 22, 1991

Jun 15 - Oct 26, 1991 Oct 1 - Oct 8, 1991

Jun 15 - Jun 17, 1991 Sep 21, 1991

Aug 1 - Aug 9, 1991

Dates Worked 2 men: Jul 18 - Nov 2, 1991

4 men: Jul 10 - sep 16, 1991 4 men: Jul 17 - Nov 20, 1991 1 man: Sep 26 - Oct 19, 1991 Sep 24 - oct 4, 1991

2 men: oct 22 - Oct 29, 1991

W R I T E R ' S C E R T I F I C A T E

I, Wojtek Jakubowski of Vancouver, British Columbia, hereby certify that:

1. I am a geologist residing at #303 639 West 14th Avenue and employed by Cordilleran Engineering Ltd. of 1980 - 1055 West Hastings Street, Vancouver, B.C.

2. I received a B.Sc. degree in ~eological Sciences from McGill university, Montreal, Quebec in 1979.

3. I have practiced my profession for 12 years in Quebec, Northwest Territories, Yukon Territory and British Columbia.

4. I am the author of this report and the supervisor of the field work conducted on the Elk claim group by Cordilleran Engineering Ltd. during the period June 15 to November 1, 1991.

CORDILTJZRAN ENGINEERING LTD.

wojtek Jakubowski, B.Sc., Geologist

WJ/Z May, 1992 Vancouver, B.C.

APPENDIX "A"

A N A L Y T I C A L R E S U L T S

F R 0 H

R O C K A N D C O R E S A ~ P L E S

1 1 1 2 1 13 1 192 .3 5 ND 1 13 2 4 2 . 4 9 2 .06 .01 .01 18 82 1697 2067 8 3 227 1.4 5 ND 1 23 3 74 7 .28 2 .08 .01 .02 7 20 50 39 8 2 112 -88 5 ND 1 4 2 2 5 . 0 4 3 .ll .01 .02

59 72 1300 479 14 8 446 2.81 5 ND 1 39 58 26 27 .65 2 30 .12 31 5 .81 -01 .09 304 30 693 512 10 5 318 1.66 5 ND 1 16 12 43 11 .21 2 14 .06 19 3 .35 .01 .04

23 81 1732 2107 8 3 219 1.45 5 ND 1 23 4 77 7 .27 2 .08 .O1 .01 4 11 27 30 9 2 67 .39 5 N D 1 4 2 2 3 . 0 4 3 34 -01 1 2 .06 .02 .O1 7 173 16 27 7 5 154 6.71 5 ND 1 10 61 8 42 .07 2 11 .28 14 3 .79 .05 .35 3 142 108 22 7 6 192 3.1 5 ND 1 16 89 15 10 .05 3 9 .07 169 4 .40 .01 .1 6 1 1 5 1 9 1 63 .5 5 N D 1 2 2 2 2 .04 2 44 .Dl 8 2 .02 .O1 .01

1 6 2 3 10 1 74 .4 5 ND 1 10 2 2 3 .14 2 13 .03 11 2 .06 .01 .O1 3 27 2 3 10 1 69 .6 2 2 5 . 0 2 13 .04 12 3 .12 .01 .02 5 5 2 2 10 1 64 .2 2 2 1 . 0 2 46 .01 6 3 .02 .O1 .01 5 6 2 1 6 1 54 .3 2 2 1 . 0 2 9 .01 2 2 .01 .01 .O1

15 5 2 1 6 1 42 .3 2 2 1 . 0 2 10 .01 9 2 .02 .01 .O1

4 5 921436 8 1 62 .3 2 7 1 . 0 2 42 .01 2 2 .01 .01 .01 4 10 2 26 10 1 2 1 3 - 8 5 N D 1 1 2 2 16 .O 2 12 .01 35 2 '-07 .01 .01 1 10 3 23 8 5 2681.5 5 N D 8 1 2 2 16 .2 11 12 -12 52 2 .66 .05 .17

33 1.90 .06 .15

ICP - .500 GRAM SAMPLE I S DIGESTED UlTH 3ML 3-1-2 HCL-HNO3-HZ0 AT 95 DEG. C FOR ONE HOUR AND IS DILUTED TO 10 ML UlTH UATER. THIS LEACH IS PARTIAL FOR MN FE SR CA P LA CR MG BA T I B U AND LIMITED FOR NA K AND AL. AU DETECTION LIMIT BY ICP I S 3 PPM. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES IF CU PB ZN AS > 1%. AG > 30 PPM & AU > 1000 PPB - SAMPLE TYPE: P I ROCK R2 STREAM SED. AU' ANALYSIS BY ACID LEACHIAA FROM 10 GM SAMPLE. Samples beginning 'RE' are dupl icate samples.

DATE RECEIVED! OCT 4 1991 DATE REPORT MAILED: SIGNED BY. cR .: . . .D.TOYE, C.LEONG, J.UANC; CERTl FlED B.C. ASSAYERS

ELK91-R4 VN91 -R22 STANDARD C/AU-R I-

Cordilleran Engineering Ltd. PROJECT PROSPECTING #15 FILE # 91-5030 Page 3 44

'~~' i; i-; r-7 r - 7 c:, c~~-7 - 1 [-;] [ 7 - r;] - 7 C 1 : -7 7 ( ~ - -- ~, I . I i J t i #.--

leran Engineering Ltd. PROJECT PROSPECTING #16 F I L E # 91-5274

I Sample tme: SOIL. Samples beginning 'RE1 are duplicate samples.

Cordilleran ~ngineering Ltd. PROJECT PROSPECTING #16 F I L E # 91-5274

6 1 68 4 .28 .O1 .10 4 3132 35 37 7 2 509 .83 5 NO 6 12 3 -09 .O1 -09

11 1 100 .43 5 NO 1 2 4 .03 .O1 .O1 89 69 134 135 18 9 921 3.61 5 NO 1 40 3 .10 .01 -02 3 90 20 9 10 1 101 .42 5 N D 1 2 ....... ............ 2 10 .O1 22 2 -03 .01 .O1

::*::::.:: :::::::

25 11 9 9 6 1 125 .50 5 NO 1 9 2 .06 .O1 .04 10 32 21 67 7 1 1 4 4 .81 5 ND 1 1 2 2 .04 .O1 .03

I

I C P - .SO0 GRAM SAMPLE I S DIGESTED WITH 3ML 3-1-2 HCL-HNO3-HZ0 AT 9 5 DEG.C FOR ONE HOUR AND I S DILUTED TO 1 0 ML WITH WATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P LA CR MG BA T I B W AND L I M I T E D FOR NA K AND AL. AU DETECTION L I M I T BY I C P I S 3 PPM. - 1 0 0 MESH AU BY F I R E ASSAY FROM 1 A.T. ASSAY RECOHMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > 1%. AG > 30 PPM & AU > 1 0 0 0 PPB - SAMPLE TYPE: ROCK

DATE RECEIVED: S E P 3 1 9 9 1 DATE REPORT MAILED: C-LEONG, J.UANG; CERTIF IED B.C. ASSAYERS

I- DATE RECEIVED: AUG 6 19 DATE REPORT MAILED: f17 26/41.

i I SIGNED BY. . .- .D.TOYE, C.LEDNG, J.UANG; CERTIFlED B.C. ASSAYERS

SND9175-4 ,

gm/t

19.49

L U# - 0.1% CYANIDE LEACH, SHAKE 2 MINUTES EVERY HOUR FOR 24 HRS., DIGEST I N AQUA REGIA, EXTRACT lNTO MIBK, ANALYSIS BY GRAPHITE AA.

i SAMPLE TYPE: CORE REJ.

- SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/AA FROM 20 GM SAMPLE. I 4

I P ' LJ DATE RECEIVED: JuL DATE REPORT mxLED:fi Z i l / 9 ,

TI SIGNED BY. . D.TOYE, C.LEONG, .I-UANG; CERTIFIED B.C. ASSAYERS

I LA

r-1, , , L_~1

/--, I

C,

r-7 ) I C.!

[? I i ii

q I : L.

RECEIVED JUL 2 2 1991

r

1 " L

Cordilleran Enaineerina Ltd. PROJECT ELK #Dl FILE # 91-2558 P a g e 2 f- I I

SAMPLE # AU* * o z / t

I C P - .500 GRAM SAMPLE I S DIGESTED WITH 3ML 3-1-2 HCL-HN03-HZ0 AT 9 5 0EG.C FOR ONE HOUR AN0 I S DILUTED TO 1 0 ML WITH WATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P L A CR MG BA T I 8 W AN0 L I M I T E D FOR NA K AN0 AL. AU DETECTION L I M I T BY I C P I S 3 PPM. -100 MESH AU BY F IRE ASSAY FROM 1 A.T. - SAMPLE TYPE: CORE

DATE RECEIVED: JUL 15 l W l DATE REPORT MAILED: 41. SIGNED BY. c R . .; . . . . . . .D.TOYE, C.LEONG, J.UANG; CERTIFIED B.C. ASSAYERS 7

SL904X-3OP SL904X-32P STANDARD AU-1

AU** BY F I R E ASSAY FROM 1 A.T. SAMPLE. - SAMPLE TYPE: ROCK S a m p l e s besinning 'RE' a r e duolicate s a m p l e s .

r7,

i J DATE RECEIVED: OCT 6 19 DATE REPORT MAILED:

r l SIGNED BY. . D-TOYE, C.LEONG, J.UANG; CERTIF IED B.C. ASSAYERS

Mo Cu Pb Zn Ag N i Co Mn F U Au Th Sr Cd Sb Bi V C SAMPLE AU-100 NATIVE AVG.

SL904X-31P 21 175 1517 2086 19.0 12 4 507 2.79 1856 10 11 10 11 47.4 2 5 3 .13 ,015 10 30 .06 29 .01 5 .27 .01 .16 11 1300 .293 1.18 .320 STANDARD C 17 57 39 131 7.5 69 32 1021 3.89 41 17 8 39 53 18.7 15 17 58 .49 .088 41 57 .86 174 -09 33 1.86 .06 .15 12 - ND -

ICP - .SO0 GRAM SAMPLE IS DIGESTED UlTH 3ML 3-1-2 HCL-HNO3-HZO AT 95 DEG.C FOR ONE HOUR AND I S DILUTED TO 10 ML WITH WATER. THIS LEACH IS PARTIAL FOR MN FE SR CA P LA CR MG BA T I B U AND LIMITED FOR NA K AND AL. AU DETECTION LIMIT BY ICP I S 3 PPM. -100 MESH AU BY FIRE ASSAY FROM 1 A.T. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES IF CU PB ZN AS > 1%. AG > 30 PPM & AU > 1000 PPB

-100 MESH AU BY F I R E ASSAY FROM 1 A.T. SAMPLE. - SAMPLE TYPE: CORE REJ.

i

SND9179-6 \-

r7 L~ DATE RECEIVED: AUG DATE REPORT MAILED: ,qy 14q1.

r1 SIGNED BY. .D.TOYE, C-LEONG, J.UANG; CERTIFIED B.C. ASSAYERS

wt. gm oz/t Au mg oz/t

750 . 434 1.84 .506

FILE # 91-2708R

-100 MESH AU BY F I R E ASSAY FROH 1 A.T. SAMPLE. - SAMPLE TYPE: CORE REJ.

I I

J

7 SND9178-7

1-

r _ DATE RECEIVED: JUL 26 19 f l P

w t . gm o z / t AU m g o z / t

1300 .lo5 .05 -106

DATE REPORT MAILED: dy 7 1 ~

'- j SIGNED BY. . . . D-TOYE, C.LEONG. J.UANG; CERTIFIED B.C. ASSAYERS

La

GEOCHEMICAL ANALYSIS CERTIFICATE FILE # 91-2708 Page 1

ttn: PAUL CONROY

Li - SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/AA FROM 20 GM SAMPLE.

P I rJ SND9178-10

STANDARD AU-R

I r3 DATE RECEIVED: JUL DATE REPORT MAILED: iJ

1 SIGNED BY.

2 10 462

RECEIVED JUL 2 6 891

1-- ,

, bordilleran Enqineerinq ~ t d . PROJECT ELK #D2 FILE # 91-2708 Page 2

' - SAMPLE#

r -

i SND9175-18 SND9176-2

I SND9176-4 SND9176-7 SND9176-9

SND9176-10 I _ SND9177-1

SND9177-2

i SND9177-3 SND9177-5

r SND9178-4 1 SND9178-5 L SND9178-6

SND9178-8 1 - SND9179-1 L2

SND9179-3 SND9179-4

L SND9179-5 SND9179-7

r STANDARD C/AU-1

Cu Au** PPm o z / t

- .002 9579 .027 - .012 - . 0 0 1 - .009

- .059 - .838 - . 0 0 1 - . 0 0 1 - .010

' - .006 - .003 - . 0 0 1 - . 0 0 1 - . 0 0 1

- .004 - . 0 0 1 - . 0 0 1 - . 0 0 1 60 .097

1-

I C P - .SO0 GRAM SAMPLE I S DIGESTED WITH 3ML 3 - 1 - 2 HCL-HN03-HZ0 AT 9 5 0EG.C FOR ONE H W R AND I S DILUTED TO 10 ML WITH WATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P LA CR MG BA T I B U AND L I M I T E D FOR NA K AND AL. AU DETECTION L I M I T BY I C P I S 3 PPM. - 1 0 0 MESH AU BY F I R E ASSAY FROM 1 A.T. - SAMPLE TYPE: CORE

SIGNED BY. . . . . . . . . . . .D.TOYE, C.LEONG, J-UANG; CERTIF IEO B.C. ASSAYERS 1 I li

DATE RECEIVED: JUL 19 1991 DATE REPORT MAILED:

1 LJ -100 MESH AU BY F I R E ASSAY FRCU 1 A.T. SAMPLE. I

L J

ii SND9180-6

1 - SAMPLE TYPE: CORE REJ. I r

L I DATE DATE REPORT MAILED: 16/4/

.D.TOYE, C.LEONG, J.WANG; CERTIFIED B.C. ASSAYERS --

I

w t . gm oz/ t A u m g o z / t

1500 .012 ND .012

I

5 231 55 54 12 8 1512 4. 2 3 5 . 2 14 27 -10 3 2 .42 .01 .3 5 73 132 225 10 11 1270 3. 3 3 3 . 3 12 15 .10 6 4 .35 .01 .2 3 32 73 57 8 8 9382. i 5 N D 7 1 5 2 17 .3 18 20 .20 11 3 .50 .03 .1 1 723 151 270 25 19 3371 9. 7 2 18 .6 20 11 .25 3 2 .71 .O1 .4 3 1048 348 484 17 11 2090 7. 61 4 21 1.0 29 19 .18 2 2 -65 .03 .3

ICP - .500 GRAM SAMPLE IS DIGESTED UlTH 3ML 3-1-2 HCL-HN03-HZ0 AT 95 DEG. C FOR ONE HOUR AND IS DILUTED TO 10 ML UITH WATER. THIS LEACH I S PARTIAL FOR MN FE SR CA P LA CR MG BA T I B V AND LIMITED FOR NA K AND AL. AU DETECTION LIMIT BY ICP IS 3 PPM. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > 1%. AG > 30 PPM & AU > 1000 PPB - SAMPLE TYPE: CORE PULP Samles beginninq 'RE' are d u ~ l i c a t e sam~les.

DATE RECEIVED: AUG 8 1991 DATE REPORT MAILED:

RECEIVED kUG 1 2 1991

r1 1 1

DATE RECEIVED: JUL 23 1 91 e-L DATE REPORT MAILED: A I 1 1 . C-

SIGNED BY. . . . . . . .- . D.TOYE, C-LEONG, J.UANG; CERTIFIED B.C. ASSAYERS

RECEIVED - 6 1991

SND9 18 1-7 SND9181-8 SND9181-10 STANDARD AU-1

AU** BY F I R E ASSAY FROM 1 A.T. SAMPLE. - SAMPLE TYPE: CORE

.-1

,, DATE RECEIVED: JUL DATE REPORT MAILED: And) 119, i SIGNED BY. . D.TOYE, C.LEONG, J.UANG; CERTIF IED B.C. ASSAYERS

RECEIVED AUG - 6 1991

-100 MESH AU BY F I R E ASSAY F R W I A.T. SAMPLE. - SAMPLE TYPE: CORE

.I-1 DATE RECEIVED: DATE REPORT MAILED: I/ql

L!

r-' . D.TOYE, C.LEONG, J.UANG; C E R T I F I E D B.C. ASSAYERS

L 2

-2961 Page 1

AU" BY F I R E ASSAY FROM I A.T. SAMPLE. - SAMPLE TYPE: CORE 1-

P DATE RECEIVED: DATE REPORT MAILED: dLdi 7 1 41

-J SIGNED BY. . . D.TOYE, C.LEONG, .I-UANG; CERTIF IED B.C. ASSAYERS

I C P - .500 GRAM SAMPLE I S DIGESTED WITH 3ML 3-1-2 HCL-HNO3-HZ0 AT 95 DEG. C FOR ONE HOUR AND I S DILUTED TO 10 ML WITH WATER. THIS LEACH IS PARTIAL FOR nr FE SR CA P LA CR MG BA TI B w AND LIMITED FOR NA K AND AL. AU DETECTION LIMIT BY ICP IS 3 PPM. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN A S > I%, AG > 30 PPM & AU > 1000 PPB - SAMPLE TYPE: CORE

DATE RECEIVED: JUL 29 1991 DATE REPORT MAILED:

- L - ; ' C 1 I 1 - 3 r I 1

Corailleran Engineering Ltd. PROJECT ELK #D4 FILE # 91-2961 Page 2

I

i L DATE RECEIVED: DATE REPORT MAILED: Ov 8l7/

7 L SIGNED .D.TOYE, C.LEONG, J.VANG; CERTIFIED B.C. ASSAYERS

r l LJ - i i

r- I

d

r-

I L

r

LJ

11 S N D 9 1 8 4 - 7 S N D 9 1 8 4 - 1 0

RECEIVED

. 001 - 0 0 1

r STANDARD AU-1 .098

!A AU*' BY F I R E ASSAY FROM 1 A.T. SAMPLE.

r7 - SAMPLE TYPE: CORE

. >MPLE AU- 1 0 4 NATIVE AVE 1~ W W W p m FW % ~ p p n ~ p p n ~ p p n p p n p p n p p n 4: X F W W Xppm %ppn % % % p p n w t . g m oz / t ~ u m g o z / t

I C P - .500 GRAM SAMPLE I S DIGESTED WITH 3ML 3-1-2 HCL-HN03-HZ0 AT 9 5 DEG. C FOR ONE HOUR AN0 I S DILUTED TO 10 ML WITH WATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P L A CR MG BA T I B U AND L I M I T E D FOR NA K AN0 AL. AU DETECTION L I M I T BY I C P I S 3 PPM. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > I%, AG > 30 PPM 8 AU > 1 0 0 0 PPB - SAMPLE TYPE: CORE

DATE RECEIVED: JUL 30 1991 DATE REPORT MAILED: fly f / 4 , SIGNED .D.TOYE, C-LEONG, J.UANG; CERTIF IED B.C. ASSAYERS

I

1

I

I

I

I

I

I

I

I I

i

I I LJ - SAMPLE TYPE: CORE AU* ANALYSIS BY AClD LEACH/AA FRCU 20 GM SAMPLE.

11 DATE RECEIVED: AUG 6 19 1 c & DATE REPORT MAILED: /q7 ,414, i 1 SIGNED BY. . ; . .-. .D.TOYE, C-LEONG, J.VANG; CERTIF IED B.C. ASSAYERS

cordilleran Enaineerina Ltd. PROJECT ELK #D6 FILE # 9 1 - 3 2 1 3 P a g e 2

I

L- SAMPLE #

I'

Au** o z / t

9 4 389 3.1

I C P - .500 GRAM SAMPLE I S DIGESTED U I T H 3ML 3 - 1 - 2 HCL-HNO3-HZ0 AT 9 5 DEG.C FOR ONE HOUR AND I S DILUTED TO 10 ML WITH WATER. THIS LEACH I S PARTIAL FOR MN FE SR CA P L A CR MG BA T I B U AN0 L IMITED FOR NA K AND AL. AU DETECTION L I M I T BY I C P I S 3 PPM. - 1 0 0 MESH AU BY F I R E ASSAY FROM 1 A.T. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > I%, AG > 30 PPM & AU > 1 0 0 0 PPB - SAMPLE TYPE: CORE

RE SND9187-2 SND9186-2 SND9186-3 SND9186-7

SND9187-1 SND9187-2 SND9187-3' SND9187-9 SND9187-17

- SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/AA FROM 20 GM SAMPLE. Sawles beginning 'RE1 are d u ~ l i c a t e sanwles.

I !

1 I-.,

7

I _J

11 , ,

it 1-1

, '

1 1

I ! d

I

'7

Cordilleran Enqineerinq Ltd. PROJECT ELK 107 PILE # 91-3214 Page 2

I

\-' SAMPLE # -

I

SND9186-4 SND9186-6 RE SND9187-4 SND9186-8 SND9186-10

SND9186-11 - SND9186-13 SND9187-4

? SND9187-5 I! SND9187-6

r SND9187-8

LJ SND9187-10 SND9187-12

C SND9187-13 SND9187-15

SND9187-16 [ 7 SND9 187-19

I

LJ SND9187-20 SND9187-22

r‘ STANDARD AU-1

L

Au* * oz / t

.001

.001

.001

.001

.001

.001

.007 ,001 .016 .003

.003

.001

.001

.001

.001

.015 ,009 .003 .001 .I00

Samples besinnins 'RE' are duplicate samples. '1

r

L

L

I i '

-1

i ' 7 - L

I - I 1

1: -

I- r

I C P - .SO0 GRAM SAMPLE I S DIGESTED U I T H 3ML 3 - 1 - 2 HCL-HNO3-HZ0 AT 9 5 DEG-C FOR ONE H W R AND I S DILUTED TO 1 0 ML WITH WATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P L A CR MG BA T I B U AN0 L I M I T E D FOR NA K AND AL. AU DETECTION L I M I T BY I C P I S 3 PPM. - 1 0 0 MESH AU BY F I R E ASSAY FROM 1 A.T. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > I%, AG > 3 0 PPM 8 AU > 1 0 0 0 PPB - SAMPLE TYPE: CORE * P

u AU ~h sr L a C r Mg B a

1 7 6 3 2 8 3.99 6 2 1 2 .06 1 8 3 5 2 3 3.12 6 7 1 . 0 6 1 8 5 5 7 1 2.66 9 2 5 - 0 8 1 0 3 0 .006 ND - 0 0 6 1 8 7 5 1 4 3.89 62 18 4 .07 4 - 2 0 .01 .1 1320 . 4 7 9 9.62 .692

I C P - .SO0 GRAM SAMPLE I S DIGESTED U l T H 3ML 3-1-2 HCL-HN03-HZ0 AT 9 5 DEG.C FOR ONE HOUR AN0 I S DILUTED TO 10 ML U l T H WATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P L A CR MG BA T I B WAND L I M I T E D FOR NA K AND AL. AU DETECTION L I M I T BY I C P I S 3 PPM. - 1 0 0 MESH AU BY F I R E ASSAY FROM 1 A.T. ASSAY RECOMMENDED FOR ROCK AN0 CORE SAMPLES I F CU PB ZN AS > 1%. AG > 30 PPM & AU > 1 0 0 0 PPB - SAMPLE TYPE: CORE

DATE RECEIVED: AUG 13 1991 DATE REPORT MAILED:

I L,

DATE DATE REPORT MAILED:

r-I . .D.TOYE, C.LEONG, J-UANG; CERTIFIED B.C. ASSAYERS L J

r1 SND9188-8 I SND9188-9

L2 SND9188-10

r SND9188-11 RE SND9188-10

CJ

t SND9188-12

P SND9188-13

P P ~

420 18 8

161 1

4 3 10

I, - SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/AA FROH 2 0 GM SAMPLE.

r-1 S a m l e s b e s i n n i n g 'RE1 are d u ~ l i c a t e s a n w l e s .

METALS ANALYSIS FILE # 91-3443 Page 1

ttn: PAUL CONROY

20 GRAM SAMPLE F I R E ASSAY AND ANALYSIS BY ICP/GRAPHITE FURNACE. ASSAY RECOMMENDED FOR AU > 1000 PPB. - SAMPLE TYPE: CORE S a m l e s b e s i n n i n g 'RE' are d u o t i c a t e s a m l e s .

I L, SND9 19 0-14

SND9190-15

1- RE SND9190-5

L SND9190-16 STANDARD AU-R

r

I DATE RECEIVED: AUG 13 1 DATE REPORT MAILED: L

F SIGNED BY. .D.TOYE, C.LEONG, J.UANG; CERTIFIED B.C. ASSAYERS

I i

3 4 3 2

1515 106 462

RECEIVED 3 2 1991

r-

1- , t

Cordilleran Enuineerinu Ltd. PROJECT ELK #D9 FILE # 91-3443 Page 2 I-

ii

Samples beainnina 'RE' are duplicate samples.

I-

U

L- SAMPLE #

r, SND9189-4 SND9189-6

r SND9189-9 i SND9189-10

SND9189-13

Au* * oz/t

.I78

.001

.010

.079

.002

~- ~ .- . .. . I 5 - 1 1 i . . . J L _ . 1 i J J CI i J . il~-~l L ~ _ J

Cordilleran Engineering Ltd. PROJECT ELK #D9 FILE # 91-3443

! I

I C P - .500 GRAM SAMPLE I S DIGESTED WITH 3HL 3-1-2 HCL-HNO3-HZ0 AT 95 DEG. C FOR ONE H W R AND I S DILUTED TO 10 ML WITH WATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P L A CR MG BA T I B W AND L I M I T E D FOR NA K AND AL. AU DETECTION L I M I T BY I C P I S 3 PPM. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > 1%. AG > 3 0 PPM 8 AU > 1 0 0 0 PPB - SAMPLE TYPE: CORE - 1 0 0 MESH AU BY F I R E ASSAY FROM 1 A.T. SAMPLE

DATg RECEIVED: AUG 13 1991 DATE REPORT MAILED: /$? ~%/4 1 SIGNED D.TOYE, C.LEONG, J.WANG; CERTIF IED B.C. ASSAYERS

PBOME(604)253-3158 FAX (

NALYSIS CERTIFICATE 91-3637 Page f

1 r-'~ - SAMPLE TYPE: CORE AU' ANALYSIS BY ACID LEACH/AA FROM 20 GM SAMPLE.

DATE RECEIVED: AUG 19 1 DATE REPORT MAILED: 9 ~ / 4 / . SIGNED .D.TOYE, C.LEONG, J-UANG; CERTIFIED B.C. ASSAYERS

rl- I

Cordilleran ~naineerina Ltd. PROJECT ELK #Dl0 FILE # 91-3637 Page 2 r-

&

SAMPLE# I \ SND9191-2

j - SND9191-4 SND9191-5

- SND9191-6

I SND9191-7 r ' I SND9191-9 \- SND9191-11

SND9191-13 SND9191-15 SND9191-17

SND9191-18 SND9191-20 SND9191-22

r SND9192-1 SND9192-2

L

(-1 SND9192-3 SND9192-4

i SND9192-5

I SND9192-6 SND9192-8

L-

i SND9192-11

r SND9192-13 SND9192-14

L - SND9192-16 I SND9192-17 r7 I SND9192-19

'I RE SND9192-13 SND9192-21

I SND9192-23 SND9192-24

I SND9192-26 I - SND9192-27

STANDARD AU-1 r 7

I

AU** o z / t

.001

.001

.001

.001

.007

.001

.001

.001

.001

.001

.001

.020

.001

.004

.002

.001

.001

.001

.001

.001

-001 .001 .001 .001 .001

.039

.001

.032 ,001 .001

.001

.002 ,096

< Sam~les beqinninq IREt are duplicate samples.

t I'

. ..

SND9192-18 7 126 12 39 6.5 10 4 505 2.68 5 13 10 7 19 11 3 -09 ',$& 13 28 -03 61 ';fij 4 -23 .02 -18 1060 .436 .75 .457 SNO9192-20 7 270 9 34 'i:l3.7:i: 9 5 636 3.61 5 2 9 7 8 3 2 .lO.'OWiii 11 28 .04 45'.01.:j 2 .24 .02 -20 1070 .056 .20 -061 SND9192-22 9 169 86 62 ::'Zi3'.i 11 4 596 3.01 6 NO 10 13 13 7 2 .09 .023$ 11 30 .03 68 i$l,j: 2 .24 .02 .18 1070 -003 NO .003 STANDARD C 19 58 37 131 i'.6.:f" 72 32 1038 3.90 20 6 39 52 15 18 56 .48 i.088': 38 58 .88 174 I.09: 31 1.91 .06 .15 - NO -

ICP - .SO0 GRAM SAMPLE IS DIGESTED WITH 3ML 3-1-2 HCL-HNO3-HZ0 AT 95 DEG. C FOR ONE HWR AND IS DILUTED TO 10 ML W I T H WATER. THIS LEACH IS PARTIAL FOR MN FE SR CA P LA CR MG BA T I B W AND LIMITED FOR NA K AND AL. AU DETECTION LIMIT BY ICP IS 3 PPM. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > 1%. AG > 30 PPM & AU > 1000 PPB

- SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/AA FROM 20 GM SAMPLE. S a n u l e s beginning 'RE' a r e d u ~ l i c a t e s a m l e s .

i! DATE RECEIVED: AUG 21 19 1 DATE REPORT MAILED: l7 24/91.

r1 1 \ I L' SIGNED BY.. . . . D.TOYE, C.LEONG, J.UANG; CERTIFIED B.C. ASSAYERS 7 I

I

ir RECEIVED

L 3

cordilleran ~naineerins Ltd. PROJECT ELK # D l 1 FILE # 91-3685 Page 2 - ' I -

SAMPLE # -7

SND9193-1 SND9193-3

r SND9193-7 RE SND9193-13 SND9193-8

r~

i4

SND9193-9 SND9193-10

C SND9193-12

1 : SND9193-13 LJ SND9193-15

AU* * oz / t

. 001

.006

.001

.001 , 0 0 1

.001

.001

.001

.001

.001

I I L-J SND9194-13 '7 SND9194-15

STANDARD AU-1

.001

.006 -098

d

-- -. - - - - - - - . . - - .ern .,... r . . ' ~ ,, XJL,.,~TOR--- LTL . L,, E. ,Y21NQ, -2. 7;. >Wt.n u . C . r o A lice rnur(E(6urr 2 5 3 - 2 ~ ~ 8 k w a ) ~ > ~ - 1 7 1 b

GEOCHEMICAL/AS~AY CERTIFICATE

Cordilleran Ensineerins Ltd. PROJECT ELK #Dl1 F i l e # 91-3685 Page 3 1 9 8 0 - 1 0 5 5 U. H a s t i n g s S, V a n c o u v e r BC V6E 2 E 9 S u b m i t t e d by: U. JAKUBOUSKI

. - -. . . - - -. - . - - . . - - - .. . . . . - - .. -. -. . . . . - . . . - .- . . - . . . -. -

.

I C P - .500 CRAM SAMPLE I S DIGESTED WITH 3ML 3 - 1 - 2 HCL-HNO3-HZ0 AT 9 5 DEC.C FOR ONE HOUR AND I S DILUTED TO 10 ML WITH WATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P L A CR MG BA T I B W AND L I M I T E D FOR NA K AND AL. AU DETECTION L I M I T BY I C P I S 3 PPM. - 1 0 0 MESH AU BY F I R E ASSAY FROM 1 A.T. ASSAY RECOHMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > 1%. AG > 3 0 PPM 8 AU > 1 0 0 0 PPB

- SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/M FROW 20 GI4 SAMPLE. SamLes beginning 'RE' are du~ticate samles.

DATE RECEIVED: AUG DATE REPORT MAILED: qt @/q/,

SIGNED BY. D-TOYE, C.LEONG, J.UANG; CERTIFIED B.C. ASSAYERS

LJI I

SND9195-18 SND9195-20

r- SND9195-21

r SND9195-24 SND9195-25

r i I SND9195-27

SND9195-29 i: SND9195-31 I STANDARD AU-1

i AU'* BY FIRE ASSAY FROn 1 A.T. SAMPLE. - SAMPLE TYPE: CORE Sanvtes beg inn ing 'REt are d u ~ l i c a t e s a m l e s .

DATE RECEIVED: AUG DATE REPORT MAILED:

.D.TOYE, C.LEONG, J.VANG; CERTIFIED B.C. ASSAYERS

2 2 23 .39 3 .88 -04 .24 800 .003 NO .003 2 2 18 .35 7 .56 -04 .27 1200 .006 NO .006

12 9 1544 4.61 5 NO 10 19 2 2 16 .56 1000 .007 NO .007 14 928623.82 8 N O 9 9 2 2 9 .43 1050 .002 NO .002

5 32 5 42 18 9 1301 3.47 5 N O 9 9 2 2 8 .23 1 9 .44 .03 .30 950 .O12 NO .012

15 9 2841 3.77 5 N D 9 9 2 2 8 .42 - ND - 7 45 161 53 17 4 1894 2.07 5 NO 18 14 2 2 1.88 1000 -003 ND .003 6 13 44 46 13 9 984 2.96 5 ND 17 11 4 2 5.28 1000 .009 NO .009 6 1 1 8 58169 10 10 1773 5.07 5 NO 10 12 2 2 7 .31 1150 .005 ND .005 7 109 32 90 14 10 2120 5.17 5 N O 9 8 2 3 7 .31 1080 .005 NO .005

17 21 56 .50 i 34 1.90 .06 .15 - NO -

ICP - .SO0 GRAM SAMPLE IS DIGESTED WITH 3ML 3-1-2 HCL-HNO3-HZ0 AT 95 DEG. C FOR ONE HOUR AND IS DILUTED TO 10 ML WITH UATER. THIS LEACH IS PARTIAL FOR MN FE SR CA P LA CR MG BA TI B u AND LIMITED FOR NA K AND AL. AU DETECTION LIMIT BY ICP IS 3 PPM. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > 1%. AG > 30 PPM & AU > 1000 PPB - SAMPLE TYPE: CORE -100 MESH AU BY FIRE ASSAY FROM 1 A.T. SAMPLE Sanules beginniffl 'RE1 are dupl icate sanules.

DATE RECEIVED: AUG 26 1991 DATE REPORT MAILED:

LJ DATE RECEIVED: AUG DATE REPORT MILED:

n SIGNED BY.... .D.TOYE, C.LEONG, J.UANG; CERTIFIED B.C. ASSAYERS

SND9196-5 F SND9196-7 c SND9197-10

SND9197-11 RE SND9196-5

1 5 8 16 6

L.

- SAMPLE TYPE: CORE AU' ANALYSIS BY ACID LEACH/AA FROn 20 GM SAMPLE.

i' S a n v L e s b e g i n n i n g 'RE' are d u ~ l i c a t e sarrp les .

AU** BY F I R E ASSAY FRU4 1 A.T. SAMPLE. - SAMPLE TYPE: CORE S a m l e s b e g i n n i n g 'RE' a r e d u ~ l i c a t e SaIIUleS.

7 SND9197-9 I RE SND9197-1

SND9197-12 SND9197-13

r 1 SND9197-16 LJ

SND9197-17

1'- SND9197-20

,il STANDARD AU-1

r i DATE RECEIVED: X Ygl DATE REPORT MAILED:

L

.001

.001

.002 ,001 .001

.001

.001

.098

. . D.TOYE, C.LEONG, J.WANG; CERTIFIED B.C. ASSAYERS

r -, I I L-

7 80 46 9 1 9 2200 2. 5 2 11 52 2 2 5 2.1 7 .41 .01 .2 1000 .061 .12 .065 5 51 10256 2 10 1592 3. 5 ND 7 1 5 2 2 17 .3 3 .61 -03 .2 1000 .016 .02 .017 8 41 93 21 5 10 1640 3. 5 NO 8 12 2 2 15 .3 5 .73 -03 .3 1000 .003 .02 .004 6 119 81 13 3 14 1774 4. 5 N D 6 8 2 2 7 . 2 5 .44 .01 .2 1200 .032 .43 .042 9 293 63 24 6 16 2452 6. 5 N D 9 9 2 2 10 .3 3 .48 -02 .2 900 .004 ND .004

9 9 1005 4. 5 ND 22 11 2 2 14 -2 2 -58.03.30 900 .002 ND .002 4 8 766 4. 5 ND 13 12 2 2 27 .3 4 -77 .05 .40 1050 .008 .03 .009 1 15 1768 4. 5 N D 7 8 2 2 7 . 2 2 -45 .02 .27 1 13 789 5. 5 4 4 4 4 3 5 . 1 2 .28 .01 .1 1200 .112 .04 .I13 5 19 349 11. 5 770 4 5 3 7 6 9 3 .1 2 .37 -01 -2 1150 20.106 261.61 26.738

ICP - .500 GRAM SAMPLE IS DIGESTED W I T H 3ML 3-1-2 HCL-HNO3-HZ0 AT 95 DEG. C FOR ONE HWR AND I S DILUTED TO 10 ML UlTH UATER. THIS LEACH IS PARTIAL FOR MN FE SR CA P LA CR MG BA T I B U AND LIMITED FOR NA K AND AL. AU DETECTION LIMIT BY ICP IS 3 PPM.

DATE RECEIVED: AUG 27 1991 DATE REPORT MAILED:

L>

j l DATE RECEIVED: SEP DATE REPORT MAILED: I

CJ SIGNED

L,

-1 SND9198-1 1 SND9198-2 - SND9199-22

PPb

110 756

57

r - - SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/M FROn 10 01 SAMPLE.

- I .

1 ' Cordilleran Enuineerinu Ltd. PROJECT ELK #Dl4 PILE # 91-4267 Page 2 ' I I

I d SAMPLE # I -

1: SND9198-3 SND9198-4 SND9198-6 SND9198-7 SND9198-9 r

1 - 1 I I RE SND9198-16 /- SND9198-11 7 3 SND9198-12 I 1 SND9198-13 \' SND9198-16 I

r7 SND9198-17 12 SND9198-18

SND9199-1 SND9199-3

I I SND9199-5 U

I

SND9199-6 I ' I I SND9199-8 \A SND9199-9

SND9199-11 I-, SND9199-12 I

L! SND9199-14

I ; 1 SND9199-19 SND9199-21

I J SND9199-23 I SND9199-25 r -

SND9199-26 i: SND9199-27 SND9199-28

I - STANDARD AU-1

Au** oz/t

.001

.001

.002

.001

.001

,001 ,001 .001 .002 .001

.001

.003

.001

.001

.001

-001 -001 .001 .002 .001

.002

.001

.001

.001

.001

.005

.024

.005 -098

n Samples beqinninq 'RE' are du~licate samwles.

I J ' ',

i J I

t 1:

I C P - .SO0 GRAM SAMPLE I S DIGESTED WITH 3ML 3-1-2 HCL-HNO3-HZ0 AT 9 5 DEG-C FOR ONE HOUR AND I S DILUTED TO 10 ML WITH WATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P L A CR MG BA T I B U AN0 L I M I T E D FOR NA K AND AL. AU DETECTION L I M I T BY I C P I S 3 PPM. - 1 0 0 MESH AU BY F I R E ASSAY FROM 1 A.T. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > 1%. AG > 3 0 PPM & AU > 1 0 0 0 PPB - SAMPLE TYPE: CORE -

DATE RECEIVED: S I P 9 1991 DATB RBWRT MAILED: .D.TOYE, C-LEONG, . I .UG; CERTIFIED B.C. ASSAYERS

- SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACHIAA F R W 2 0 GM SAMPLE. Samples beginning 'REt a r e d u p l i c a t e s a w l e s .

DATE RECEIVED: SEP 1 99 DATE REPORT MAILED:

SIGNED By." . 5 . . . . . . .D.TOYE, C.LEONG, J.UANG; CERTIFIED B.C. ASSAYERS

!

I I

/ I I I

I ; 8

, 8 I

RECEIVED SEP 1 3 1991

S N D 9 1 1 0 2 - 1 S N D 9 1 1 0 2 - 1 0 S N D 9 1 1 0 2 - 1 1 S N D 9 1 1 0 2 - 1 7 STANDARD AU-R

19 2 7 10 3 0

480

/'I

cordilleran Enaineerinq Ltd. PROJECT ELK #Dl5 PILE # 91-4061 Page 2

. I SAMPLE # , I

r SND91100-1 SND91100-2

I - SND91100-3 SND91100-4

i 2 SND91100-6

SND91100-8

I- SND91101-4 SND91101-6

i - SND91101-7

t- SND91101-8

! r SND91101-10

SND91101-11 kd SND91101-12

r SND91101-14 SND91101-15

RE SND91102-2 r7 SND91101-17 I

SND91101-18

'I- SND91101-20 I - SND91101-21

\L- SND91102-2 SND91102-4

I I

SND91102-5

k SND91102-6 SND91102-7

I

SND91102-9

i-I SND91102-12 SND91102-13 SND91102-14

i- SND91102-16

I -1 SND91103-1

I ' SND91103-3 SND91103-5

I - SND91103-6

\-, SND91103-10

SND91103-11 ' 1 SND91103-13 '- STANDARD AU-1

Samples besinnins

Au** oz / t

.004

.003

.007

.029

.001

.029

.001

.001

.001

.001

.001

.001 -001 .001 .001

.001

.001

.001

.001

.007

.001

.001

.001

.001

.001

.001

.002

.001

.001

.001

.001

.001

.001

.001

.002

.001 ,001 .099

'RE' are duplicate sam~les.

'i. I 1

r I

\A

Ni Co Mn F U Au Th S b B i V C a La C r Mg Be

800 .224 .54 .244 9 2 374 1.4 17 2 2 - 1 950 . O K .07.077 8 3 432 2.5 1000 .004 NO .004 8 4 522 2. 8 23 .05 3 1050 .069 .15 .073

11 4 668 2.9 2 34 .04 3 900 .008 ND .008

15 20 1424 13. 42 61 3 .O 1000 .203 .77 .226 10 8 654 2.2 1050 .005 NO .005 11 4 494 2.0 1050 .009 .03 .010 14 23 669 6.7 4 .26 .01 .19 1100 .692 2.25 .752 7 4 545 3.2 32 2 1 . 0 6 20 .02 2 5 -25 .01 -21 1200 .011 NO -011

9 4 900 3.2 4 .26 .O1 -22 1050 .047 .39 .058 10 5 271 3.2 7 .27 .01 .21 1350 .I53 3.18 .222

ICP - .500 GRAM SAMPLE IS DIGESTED UITH 3ML 3-1-2 HCL-HNO3-HZ0 AT 95 0EG.C FOR ONE HOUR AND IS DILUTED TO 10 ML UITH WATER. THIS LEACH IS PARTIAL FOR MN FE SR CA P LA CR MG BA TI B U AND LIMITED FOR N A K AN0 AL. AU DETECTION LIMIT BY ICP IS 3 PPM.

DATE RECEIVED: SEP 3 1591 DATE REPORT MAILED:

- SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/AA F R W 20 GI4 SAMPLE. S a m l e s beginning 'RE1 a r e d u ~ l i c a t e s a m l e s .

1 1

I Ld

1 1 DATE RECEIVED: SEP 9 1991 DATE REPORT MAILED: $$& SIGNED BY.. c Lls.ToyE, C.LEONG, J . W G ; CERTIFIED B.C. ASSAYERS

-- - - -- - -- - - --- - -- - --

{I

cokailleran Enaineerins It*. PnoJEcT ELK #Dl6 PILE 91-4268 Page 2 r-I

1: SAMPLE#

SND91104-3 I-: SND91104-5 SND91104-6

- A SND91104-7 SND91105-1 I- 1 SND91105-2

I SND91105-3 SND91105-4

1- SND91105-6 I

l 2 SND91105-7

1- 3 SND91105-12

-J STANDARD AU-1

Au* * o z / t

. 0 0 1

. 0 0 1

.002

.006

.004

.007

.006

. 0 0 1

. 0 0 1

. 0 0 1

, 0 0 1 -099

1, I

1: 'J

L. I J

I -A

I-: f I

f I -1

I J I -

c i" 1

i: I

tr

I C P - .500 GRAM SAMPLE I S DIGESTED U I T H 3ML 3 - 1 - 2 HCL-HNO3-HZ0 AT 95 DEG.C FOR ONE H W R AND I S DILUTED TO 1 0 ML WITH WATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P LA CR MG BA T I B W AND L I M I T E D FOR NA K AND AL. AU DETECTION L I M I T BY I C P I S 3 PPM. - 1 0 0 MESH AU BY F I R E ASSAY FROM 1 A.T. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > I%, AG > 30 PPM & AU > 1 0 0 0 PPB - SAMPLE TYPE: CORE

DATE RECEIVED: SEP 9 1 9 9 1 DATE REPORT MAILED: 9 . SIGUBD BY.. + . . . . C.LEONG, J.VANG; CERTIF IED B.C. ASSAYERS

1

RE SND91107-10 3 STANDARD AU-R 460 i

I

-2

- SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/M FROM 20 GM SAMPLE. Sam~les beginnins 'RE' are d u ~ l i c a t e sawles.

I

DATE REPORT MAILED:

7

I . .D.TOYE, C.LEONG, J.UANG; CERTIF IED B.C. ASSAYERS -

7

L 1

cordilleran Enaineerina Ltd. PROJECT ELK #Dl7 FILE # 91-4270 Page 2

L - - SAMPLE #

i-

Au* * oz/t

il SND91107-18 SND91107-19

I STANDARD AU-1

.001

.043

.099 i

r- samples beuinn inu 'RE1 are duwlicate samwles. I I

SND91107-17 6 1 7 8 2 4 8 46561.7 11 12 6374.81 106 5 59 4 5 9.9 2 36 2 .15 .033 6 29 .05 22 .01 2 .29.01 .21 2 1250 1.452 44.072.480 STANDARD C 18 58 41 132 7.1 70 32 1034 3.92 40 18 6 38 52 18.7 16 18 57 .48 .089 40 58 .88 176 .09 32 1.87 .06 .15 13 - ND -

ICP - .SO0 GRAM SAMPLE IS DIGESTED WITH 3ML 3-1-2 HCL-HN03-HZ0 AT 95 DEG. C FOR ONE HOUR AND IS DILUTED TO 10 ML WITH WATER. THIS LEACH IS PARTIAL FOR MN FE SR CAP LA CR MG BA TI 6 W AND LIMITED FOR NA K AND AL. AU DETECTION LIMIT BY ICP IS 3 PPM. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > I%, AG > 30 PPM & AU > 1000 PPB - SAMPLE TYPE: CORE -100 MESH AU BY FIRE ASSAY FROM 1 A.T. SAMPLE. Sanwles beqinMs 'RE' a re d u ~ l i c a t e samples.

- SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/AA FROn 20 01 SAMPLE.

r- i

DATE REPORT mrlw: ? t w l q l

r7 ..D.TOYE, C.LEONG, J.VANG; CERTIFIED B.C. ASSAYERS

j I i ~ . J

!>, , ' iJ

r; C-1

i - ) !

L,

r? 1

LJ

r~ 1 I

i J

I-' j i LJ

r' $1.. J

[I L;

r-1,

r 1 LJ

r -: ! ; L~ ~ ~ E c E I ~ ~ ~ : 7 2 3 1991

I ii

r-

I - J CC FrLtd. PROJECT 91-4403 Page 2 r-

Samples beqinninq 'RE' are duplicate samples.

-. 2. SAMPLE #

- I

- SND91108-1 SND91108-3

7 I SND91108-5 I - SND91108-6

SND91108-7

r SND9 1108-9

1.- SND91108-10

i l RE SND91108-9

I SND91108-11 id SND91108-16

I -1 1 4 STANDARD AU-1

Au* * oz/t

.001 -001 -026 .003 .001

-001 .020 .001 .001 .036

.098 1

i

I C P - .500 GRAM SAMPLE I S DIGESTED WITH 3ML 3 - 1 - 2 HCL-HNO3-HZ0 AT 95 DEG. C FOR ONE HOUR AND I S DILUTED TO 10 ML U I T H UATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P L A CR MG BA T I B U AND L I M I T E D FOR NA K AN0 AL. AU DETECTION L I M I T BY I C P I S 3 PPM. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > 1%. AG > 3 0 PPM & AU > 1 0 0 0 PPB

DATE RECEIVED: SEP 12 l W l DATE REPORT MAILED:

/ A C m ANALYTICAL LABORATORIEB LTD. 852 E. HASTI~~GS ST. VANCOUVER B.C. V6A 1R6 PHONE(604)253-3158 FAX(604)253-1716

I GEOCHEMICAL ANALYSIS CERTIFICATE Cordilleran Encrineerinu ~ t d . PROJECT ELK # D l 9 FILE # 9 1 - 4 5 3 1 Page 1

1 9 8 0 - 1055 Y. Hastings S, Vancouver BC V6E 2 E 9 A t t n : V. JAKUBOUSKI

I i SAMPLE # I Au*

I i r 7 I DATE RECEIVED: DATE REPORT MAILED:

.D.TOYE, C.LEONG, J.YANG; CERTIFIED B.C. ASSAYERS

: S N D 9 1 1 1 0 - 1 0 RE S N D 9 1 1 1 0 - 1 0

1 I' S N D 9 1 1 1 0 - 1 1 S N D 9 1 1 1 0 - 1 5

2 6 2 3 10

9

I 11 i ) I - SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/AA FROM 20 GI4 SAMPLE. $> S a w L e s b e g i n n i n g 'RE1 a r e d u ~ l i c a t e s a w l e s .

(- . I; Cordilleran Enuineerinu Ltd. PROJECT ELK #Dl9 PILE # 91-4531 Page 2

I

1 I d SAMPLE #

1 SND91109-2 SND91109-5

I 77 SND91109-8 1 L A SND91109-10 SND91109-12

I 7

SND91109-13 I > SND91109-14

SND91109-17 I 1 I RE SND91109-12 i- SND91110-1

Au* * oz/t

.001

.001

.003

.001

.002

.063 -002 .002 -002 .003

i l SND91110-2 SND91110-3

L! SND91110-4 SND91110-5

i? SND91110-6 li

SND91110-9 r 3 SND91110-12

SND91110-14 STANDARD AU-1

-003 .041 .004 .006 .277

.004

.003

.004

.097

T'r

d Samwles beainnina 'RE' are duwlicate samwles.

Mo Cu Pb Z N i Co Mn Fe As U Au Th Sr Cd Sb Bi V Ca P La C r Mg Be T i B A l Na K AMPLE AU-100 NATIVE AVG.

20 18 1134 5.60 113 5 2 4 51 34.2 97 2 14 1.88 .083 7 28 .68 32 .O1 4 .63 .01 .30 1190 .004 .ll .007 10 9 1297 2.97 31 8 NO 7 30 2.2 12 2 7 1.01 .074 16 18 .33 83 .O1 6 .54 .02 .28 1020 .003 .02 .004 20 1928256.14 21 16 NO 11 11 1.3 2 2 17 .43.OM 21 16.24 75.03 2 .46 .03 .30 1450 .007 .02 .007 14 10 1760 5.72 12 18 ND 9 12 .8 2 2 15 .38 .068 22 19 .28 103 -05 2 .60 .04 .39 1300 .006 I D .006 9 4 7162.14 23 7 ND 9 9 3.0 2 2 4 .20.043 13 21 .10 68.01 3.43.03.27 1100 .004 ND.004

9 5 329 6.71 191 6 30 8 3 46.5 2 8 1 .12 .035 5 25 .06 26 .O1 2 .45 .01 .34 1120 .803 1.17 .834 12 5 1041 2.68 31 10 NO 12 6 3.4 2 2 4 .ll .024 19 32 .06 46 -01 2 .30 .04 .19 1100 .017 .03 .018

ICP - .500 GRAM SAMPLE IS DIGESTED UlTH 3ML 3-1-2 HCL-HN03-HZ0 AT 95 DEG.C FOR ONE HOUR AND IS DILUTED TO 10 ML UlTH UATER. THIS LEACH IS PARTIAL FOR MN FE SR CA P LA CR MG BA TI B U AND LIMITED FOR NA K AND AL. AU DETECTION LIMIT BY ICP IS 3 PPM. -100 MESH AU BY FIRE ASSAY FROM 1 A.T. ASSAY RECOHMENOED FOR ROCK AND CORE SAMPLES IF CU PB ZN AS > 1%. AG > 30 PPM & AU > 1000 PPB

r-

-

Cordilleran Ensineerinu ~ t d . PROJECT ELK #D20 FILE # 91-4629 Page 2 -,

? Samwles beqinninu 'RE1 are duplicate samwles.

SAMPLE# 7

-- SND9070-15

- SND9070-17 SND9070-18 RE SND9070-24 . SND9070-20 - SND9070-22 . SND9070-24

- SND91111-2 1 SND91111-3 L SND91111-5

Au* * oz/t

.001

.001

.001

.001

.001

.001

.001 ,015 .001 .003

I C P - .SO0 GRAM SAMPLE I S DIGESTED WITH 3ML 3 - 1 - 2 HCL-HN03-HZ0 AT 9 5 DEG.C FOR ONE HOUR AND I S DILUTED TO 10 ML WITH WATER. T H I S LEACH I S PARTIAL FOR MN FE SR CA P L A CR MG BA T I B U AND L I M I T E D FOR NA K AND AL. AU DETECTION L I M I T BY I C P I S 3 PPM. - 1 0 0 MESH AU BY F I R E ASSAY FROM 1 A.T. ASSAY RECOMMENDED FOR ROCK AND CORE SAMPLES I F CU PB ZN AS > 1%. AG > 3 0 PPM & AU > 1 0 0 0 PPB - SAMPLE TYPE: CORE

DATE RECEIVED: SEP 20 1 9 9 1 DATE REPORT MAILED: 2 . SIGNED BY. C. . . . L . . . .O.TOYE, C.LEONi, i.UANG; CERTIF IED B.C. ASSAYERS

I Ld

DATE RECEIVED: SEP 23 1991 I-'

L SIGNED BY. . . D.TDYE, C.LEONG, J.WANG; CERTIFIED B.C. ASSAYERS

I 1 -

S N D 9 1 1 0 0 - 9 - I

S N D 9 1 1 0 0 - 1 0 S N D 9 1 1 0 0 - 1 1 RE S N D 9 1 1 0 0 - 1 0

r S T D AU-R

RECE~VED SEP 2 6 1991

PPb

76 109 690 113 4 60

L

- SAMPLE TYPE: CORE AU* ANALYSIS BY ACID LEACH/AA FROn 20 GM SAMPLE. r S a n v l e s beginning 'RE' a r e d u ~ l i c a t e s a n v l e s .

I L d

Cordilleran Encrineerinu Ltd. PROJECT ELK #D21 FILE # 91-4641 Page 2

Sam~les beainnina 'RE' are du~licate sam~les.

i' SAMPLE # r l

Au* * oz / t

CL I W - .SO0 I;IUII SAMPLE I S DIGESTED VITW 3111 3-1-2 NCL-WYU-WZO kT 6 DE6.C W W E HDUR WD I S DILUTED 7 0 10 HI. Ml fU UAlER. 5'! VHIS L E ~ C H IS P ~ I U FOR M TE SR u P u cm nc lu TI n w AW!LIWI~ED FOR HA K MD h ~ . w DETECTIDV LIBIT m IW IS 5 P P ~ . m -100 MESH *BY FIRE ASSAY F R W 1 1.1. ,T -J

ASSAY RE- MR UVY rWD CORE SMPLZS I F CU PB bS , ?$ AG , 3 D PPll & AIJ * )ODD PPB - M L E TvP#: mE J 0

DATll RECEIVED: SEP 23 1991 DRT6 REPORT HAILED: 1 , . .I- . . . .D.TWE, C E , J.WQ ~ ~ F I W LC. ww 1 7 n D

OCT-30-1991 15:06 mOM QCME QNALYTICAL TO 669-3308 P .002

- SAllPLE TYPE: CORE W ANALYSIS BY ACID LEACH/M FRO( 20 M SAMPLE. Sanales bonimlm 'RE' are drplicate *moles,

1 I -1 SND91100-9

SND91100-10 1' SND91100-11

I - RE SND91100-10

- STD AU-R

L, DATE OBCBIVEO: BEP 23 1 9 9 1 DATE REPORT XAILEDt n P

PPb

76 109 69 0 113 460

81-D BY.L: . .P.TOIE, C.LLOYC, J.YAYO; CERTIFIED R.C. LSSAYLIIL

-

-m OCT-30-1991 15:06 FROM ACME ANALYTICAL TO 669-3308 P. 003 . r l CordiLlers D FILE # 91-4641 Page 2

- - SAMPLE# AU*

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SlClION 18401 4127192 SPPLI NO, GEOLOGY saoa to LENGTE SPPLE SMP zone zone rloe nesIaeo aIaK a1 couv m I AT FA I rr avesdce sv + ASS sv t ASS rvesdce :**GOLD raoa AVG ozir reer AVG cnir meraes AG AG sePoRr

AZIWUTB DIP A2111UTB DIP lIDIB lIOIB r PPB OZlTON OZ/TON AV KEKDN sA l AT dD OZlT KERON SV +ASS MZITON W GUIT 02/10U UUHBEK *-.-* ---*-----------.--.-------.---- * --------------.------------------------- ----------- ------- ----------7---- ------ --------------- .-------------- ----

SHO9191-1 GO 8.00 9.00 1.00 111 64.1 I core angle 81 1.00 ,001 ,001 ,001 91-1681 SID9191-2 GG 9.00 9.10 .1O 111 64.1 N core angle 81 .10 ,120 .I20 .I20 1.6 91-3681 SND9191-3 GD 9 10.10 1.00 117 64.1 N core angle 81 1.00 ,006 ,006 ,006 91-1681

SID9191-4 KlGD 12.00 12.10 .SO 4.1 62.8 I care angle 11 .4l 9

SND9193-1 r4GC 18.11 19,11 .60 4.1 62.8 U core angle 61 .14 11

SUD9191-6 FlGC 92.11 92.81 .1O 4 61 II core angle 60 .41 2 91-1681

SUD9193-1 FIGC 94.80 91.10 .SO 4 61 N core angle 61 .41 ,001 ,001 ,001 91-1681

SN09191-8 PICE 96.20 96.10 SO 4 61 N core angle 21 .I1 ,001 ,001 ,001 91-1681

SND9191-9 S4GC 91.11 98.21 .1O 4 61 N core angle 61 -41 .001 ,001 ,001 91-1681

SN09191-I0 KlGC 101.70 102.70 1.00 1 61 1 11 11 S -81 .?I ,001 ,001 ,001 1 91-1681 SND9191-ll QV 102.10 101.10 .lo 1 61 E 11 11 S -42 .I12 ,112 .I12 I 11.3 91-1681 SYD9191-12 SICC 101.20 104.20 1.00 1 61 11 11 11 S .81 ,001 ,001 ,001 2 ,024 6.15 .82 1.00 91-1681

SN09191-11 s2GC 104.90 IO1.40 $50 1.1 61 N care angle 60 -41 ,001 ,001 .OOl 91-1681

SNQ9193-14 S4GC 106.20 101.20 1.00 6 61 11 core angle 60 .81 2 91-1581

SND9191-I1 SlGC 109.21 109.11 .SO 6 61 N core angle 61 .41 .001 ,001 ,001 91-3581

SND9191-I6 SIGC 119.40 119.90 .10 6.1 63 U core angle LO .41 ,001 .001 .OOl 91-1681

S109191-I1 SlGC 121.15 124.21 .SO 1 61 N core angle 61 .I1 ,001 ,001 .001 91-1681

S109194-I FlGO 111.21 151.11 -10 6 61 11 core angle 11 .(I ,001 ,001

SND9194-2 r1CC 164.11 164.81 .SO 6 61.1 1 91 60 S -42 ,001 ,001 SUD9194-I SIGC - 164.81 161.81 1.00 6 61.1 N 91 60 S .81 ,001 .001 SID9194-4 QV 161.85 166.11 .SO 6 64 I 91 60 S .4I ,008 SND9194-1 KlGC 166.11 161.11 1.00 6.1 64 N 91 60 S .83 .001 ,001 SND9194-6 llGC 167.11 168.10 1.11 6.1 64 N 91 60 S .95 .001 ,001 9 9 4 - I QV 168.50 169.00 .10 ,191 SID9194-8 QV 169.00 169.10 .10 ,019 SND9194-9 l2GC 169.10 110.10 1.00 .002

SI09194-10 S2GC 111.21 114.21 1.00 .001 ,001 5809194-11 r1GC 114.21 114.11 .1O 6.1 64.1 1 core angle 11 .&I ,011

- -SND9194-12 S4GC - 114.11 116.00 1.21 -6.1 61 I core angle 15 -1.02 ,001 SN09194-11 KZGC 116.00 111.20 1.20 6.1 61 0 core angle 10 1.13 .001 ,001 SIO9194-I4 llGC 111.20 111.10 -10 6.1 6I I core angle 10 .41 ,001 SU09194-11 KZGC 111.10 118.10 1.00 6.1 6% N core angle 10 -94 .006 ,006

SEO9191-I PlGD 46.91 41.91 1.00 0 61 I core angle 61 .91 ,001 ,001 .001 11109191-2 QV 41.91 48.91 1.00 0 61 II core angle 61 .91 ,001 ,001 .001 SID9191-I PlGD 48.91 49.91 1.00 0 61 I1 core angle 61 .91 ,001 ,001 .001

SND9195-4 FZGD 60.10 61.20 -10 2 64 N 10 ,001 ,001

SECTION l84OE I121192 < ' SAYPl! 110. GeOlOG1 IUW M lENCTB SAHPLE S I P ZONE ZONE TBUE DESIRE0 Wl8K HI CONV lA I AT lb I AT AVERAGE SV t ASS S7 t ASS A'lEBdC8 ':%OLD DsBH AVG 0211 lEET AVG GHll NETUS AC AG BEP0R.l

lZlUUl0 DIP AZIWUlB DIP lIDlB VlOTB ,PPB 02110N OZIlON A7 RERUN ?A 1 AT AU OZ/T BERON S7 +ASS 'OZlTON 10 GYIT 02ll0l WUYB~R. - --.------.---------------------------------------------.-----.-----..----------------------------------------.-----.--------------.--.. ---- ..---------------- ------ ------------------- --- .------------------- ---- -------*---------------. P

SRD9191-1 f2CD 111.00 116.20 1.20 1 61 W core angle 60 1.06 I18 ,003 ,001 91-1901

I' SND9191-6 SIGC 180.81 181.11 .1O 1.1 61.1 N core angle 61 .41 9 91-1901

SWD9191-1 llGC 191.11 198.01 .1O 6 61 N core angle 10 .I1 122 .004 ,004 91-1901 I

SUO9191-8 PlGC 198.10 199.10 1.00 6 61 W core angle 60 -81 .001 ,001 ,001 91-1901 51109191-9 PP 199.10 200.20 .10 6 61 11 core angle 60 .41 ,006 ,006 ,006 1.6 91-1901

i SUO9191-I0 PlGC 200.20 201.20 1.00 6 61 N core angle 60 .Bl ,001 ,001 ,001 91-1901

SNO9191-ll ?ICE 201.80 206.10 .1O 6.1 61 1 core angle 61 -41 ,001 ,001 ,001 91-1901 91-1901

SRO9191-12 FZGC 211.00 211.10 .SO 1 61 N core angle 61 .41 ,008 ,008 ,008 91-1901

SID9191-11 PlCC 211.71 216.11 1.00 1.1 61 11 core angle 60 .81 ,006 ,006 .006 91-1901 SNO9191-14 l4CC 216.11 211.50 .I1 1.1 61 N core angle 60 -6% ,001 ,001 ,001 2.0 91-1901 SW09191-I1 PlGC 211.10 218.10 1.00 1.1 63 N core angle 60 .81 ,001 ,001 ,001 91-3905 SNO9191-I6 PlGC 218.10 219.11 1.21 1.1 63 N core angle 10 1.18 ,001 ,001 ,001 91-1901 SWO9191-I1 llGC 219.11 220.21 .10 8 61 W core angle 10 .4l .002 .002 ,002 1.0 91-3901 SND9191-18 PlGC 220.11 221.21 1.00 8 61 N core angle 60 .81 ,001 ,001 ,001 91-1901 SY09191-19 FIGC 121.25 212.00 .Ti 8 61 N core angle 60 .61 ,012 ,012 ,012 .l 91-1905 Sb09191-20 K2CC 222.00 221.01 1.00 8 61 b core angle 60 -81 ,001 ,001 ,001 91-1905

SNO9191-21 I1PC 211.80 229.10 1.10 8.1 61 N 100 18 S 1.11 -11 ,001 .001 ,001 I 91-1901 SUD9191-22 tlGC 229.10 229.80 .10 8.1 61 U 100 18 S .LO .001 ,001 ,001 1 12.4 91-1901 SN09191-21 QV 229.80 210.10 .10 8.1 61 N I00 18 S .43 ,009 .009 ,009 1 1.1 91-3901

I j SN09191-24 PZGC 210.10 211.10 1.00 8.1 61 11 100 18 S .86 .001 ,001 ,001 2 .001 6.16 .I0 2.00 91-1901

SN09195-21 PZGC 231.11 212.11 I.## 8.1 61 R core angle 61 .PI ,001 ,001 ,001 91-1901 SND9191-26 l1GC 212.11 211.21 .10 8.1 61 U core angle 61 .41 ,001 ,001 ,001 1.1 91-1901

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S109024-1 P I 1 21.10 28.10 1.00 0 41 U 92 I8 S .89 . I9 ,001 ,001 ,001 1 90-2801 SYO9024-4 SIQW 28.10 28.60 .10 0 41 B 92 18 S .41 ,080 .080 ,080 1 4.8 90-2801 SND9014-1 QV 28.60 29.41 .81 0 4 1 1 92 1 8 s .16 ,201 ,201 ,101 2 ,091 1.11 2.00 14.8 90-2801 SU09024-6 PIQW 29.41 10.45 1.00 0 4 1 N 9 2 18 S ,119 ,001 ,001 ,001 90-2801 SI09024-1 PlQW 10.41 11.45 1.00 0 45 1 9 1 I8 S .89 I 90-2801 S1109024-8 PIQW 12.80 11.80 1.00 0 4 1 N c o r e a n g l e 60 ,81 4 90-2801 SN09024-9 PlQW 13.80 14.80 1.00 0 45 11 c o r e angle 11 .91 . h i ,001 ,001 ,001 1 90-2801 S109024-10 S4QW 14.80 15.40 .60 0 41 I c o r e a n g l e 15 .I8 ,096 .096 .096 1 5.3 90-2801 SIO9024-ll PIQW 15.10 16.10 1.00 0 I 1 I c o r e angle 15 .91 ,001 ,001 ,001 2 9 .99 2.00 90-2801 SYU9024-I2 PIQW 16.40 11.40 1.00 0 41 I c o r e angle 60 .81 1 90-2801 SWD9024-I1 PIC0 18.11 19.15 1.00 0 41 ll 101 61 S -95 2 90-2801 SUD9024-14 PIG0 19.15 60.11 1.00 0 41 Y 101 61 S .91 ,001 ,001 ,001 1 90-2801 SUO9024-I5 I4CD 60.15 61.25 .I0 0 61 N 101 61 S .41 .004 ,004 ,004 I 1.1 90-2801 SN09014-I6 PIG0 61.21 62.25 1.00 0 41 Y 101 61 S -91 .I8 ,001 ,001 ,001 2 ,002 .01 2.00 90-2801 SYD9024-I1 PIG0 62.21 61.25 1.00 0 41 II 101 61 S .91 I 90-2801 SYD9024-I8 SIGD 61.15 66.21 .SO 0 45 11 c o r e angle 61 .41 21 90-2801 S109024-19 SZCD 10.90 11.60 .10 0 41 I c a r e a n g l e 61 .41 1 90-2801

SZQW A2QW PZQW P2QW S4QW PIQW

QV rlQW I f $ P3QW PlQW PIQW SlQW PIQW PlQW SlQW SZQW SZQW SlQW

S4QW PlQW SlQW SIQW S4QW

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PIQW SZQW PlQW PIC0 S2EO SZGO

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c a r e angle 61 c o n a n g l e 41

84 24 S 84 24 S 8 4 24 S 84 24 S 84 24 S 84 24 S 84 24 S 84 24 S

c a r e a n g l e 10 c o r e a n g l e 10 c o r e a n g l e TO c o r e a n g l e 10 c o r e a n g l e 51 c a r e angle 10 c o r e angle 80 c o r e a n g l e 61 c o r e a n g l e 10

c o r e a n g l e 10 90 48 S 90 48 S 90 48 S 90 48 S 90 48 S 90 48 S 90 48 S 90 48 S

c o r e angle 11

c o r e a n g l e 80 c o r e a n g l e 80 c o r e a n g l e 80

98 1 6 S 98 I 6 S 98 1 6 S 98 16 S

SECTION 2240E s m e 1 0 . GeoloGl YO LEUCTI SAMPLE SAWP

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98 1 6 S .86 ,001 .001 c a r e angle 60 .bl 110 ,011 c a r e a n g l e 60 .11 140 ,004 c o r e a n g l e 61 .45 I 1

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SECTION 21401 11 8/92 SUPLE 10. CEOLOCI !ROW m LENGTI swte SUP ZOYE ZOWE T ~ U E DEslseu 11111 MI CONY r~ I AT FA I AT AVERAGE sv t ASS sv + ASS AYIUCE :*COLD 0 s l AVG 0211 FEET AYG CHIT WEtses AG AC BEPORT

AZIHOTI DIP AZIWOTI DIP WID?# lIOTI OPE OZIMN OllMN AV UKUU FA l A? A0 OZIT %El011 SV +ASS 'OZlfUY TO CHIT OZlfUI NOWB1l

PlQN PlQW FIAP RIQW llQH

'lr PIQW SlQW SZQB

14.1 B 121 I0 S 14.1 Y I21 10 S 14.1 Y I21 I0 S 14.1 1 I21 30 S 14.1 Y 91 16 S 14.1 11 91 16 S 14.1 11 91 16 S 14.1 Y core angle 80

14 N core angle 6O?

62 N core angle 10

61 11 core angle 10

61 N core angle 10

PlQW FIQW PlQW

62 U core angle 11 62 1 core angle 11 62 8 core angle 11

62 Y core angle 15

PlQW F4QN RlQW

61 I c o n angle 10 61 I core angle 10 61 Y core angle 10

SID899-18 PZQW 21.65 SYD899-19 PZQW 21.65 SUD899-20 A2QH 21.00 SMD899-21 GC 21.10 SUO899-22 119W 11.65 SYD899-21 llQW 24.50 SID899-24 SlQM 25.00 SU0899-25 SIQH 25.15 3110899-26 IlQB 16.50 SYD899-21 SlQW 26.80 SLID899-28 SlQW 21.55 $10899-29 SIQH 21.91 510899-10 IKQW 28.65 510899-11 SIP11 19.15 ~10899-12 rzqm 1o.40 ~1~899-II siqn 11.10 S10899-14 SKQH 11.10 S1D899-I5 SlQW 12.10 S1Y99-16 rlqn 11.05 SYD899-11 SIQH 11.50 S1D899-I8 SlQW 11.10 SLID899-19 SJQW 14.10 SID899-40 PZQH 15.50 SYD899-41 PlQW 16.50

SROS99-41 P1QH bI.10 SYD899-41 SlQW 12.10 SID899-44 PZOH 41.00

S108910-I K2QH 25.82 SUU8910-2 SlQW 26.82 S108910-1 SlQH 11.81 SYD89IO-I SIQW 18.82 S108910-5 66 29.12 S108910-6 SIAP 10.18 SU08910-1 SlQW 10.18 SYD8910-8 P2QW ll.81 SID8910-9 S1$ 12.11 S108910-10 SlQH 11.15 SUD8910-ll lZQ11 11.15 SUD8910-12 PlQW 14.05 SBD8910-I1 92th 15.05 S1D8910-14 PZQW 16.05 S108910-I5 S2QW 16.80 SU08910-16 PZQW 11.60 S108910-I1 P1QN 18.60 S1D8910-lll PZQW 18.90

SUO9014-1 SlQW 26.10 S109014-2 SlQ1 29.20 SY09014-1 SlQW 41.55 S109014-4 SlQ1 44.55 SUD9014-5 l4QM 45.55 SIID9014-6 SlQ1 46.25 SID9014-7 P4QW 46.80 S1109014-8 SlQn 41.10

to LUET~ SUPLE SAWP zome zone t ~ o e OESIUD HIaK HI COHV e~ 1 AT IA I AT AVERAGE sv + US sv + US aveme :**GOLD 1 ~ n AVG OZIT AZIWUTU DIP AZIWUTE DIP YlOti YIOlI PPI OZllOY OZIMU AV BEROW FA l AT AU 0Z1T BeBU1 SV + ASS '021101 N -------------.------------------.-- ** ................................................... * -----------------.--------------------- * ----------------------------.

22.65 1.00 0 90 Y 11 IS S .95 .001 ,001 ,001 0 21.00 .I5 0 90 U II I8 S .I1 ,001 ,001 ,001 0 21.10 .I0 0 9 0 1 11 18s .29 ,001 ,001 .001 0 21.65 .I5 0 9 0 1 11 1 8 s .I1 .I41 ,141 ,141 I 24.10 .85 0 90 1 TI 18 S .81 ,001 .OQ1 .OD1 1 25.00 .50 0 9 0 1 11 1 8 0 -48 ,180 ,180 ,180 I 21.15 .l5 0 9 0 1 I1 1 8 s .I1 .I8 .001 ,001 ,001 2 .I01 26.50 -15 0 90 U 71 I8 S .lI .001 .DO1 .001 26.80 .I0 0 90 1 core angle 65 .21 ,001 ,001 ,001 11.55 .I5 0 90 1 core angle 65 .68 ,005 ,005 ,005 21.95 -40 0 90 1 core angle 10 -11 ,004 .004 ,004 28.65 .TO 0 90 1 core angle 50 .54 ,001 .DO1 ,001 0 19.15 .50 0 90 11 core angle 50 .I8 ,042 ,042 ,042 0 10.40 1.25 0 90 1 core angle 80 1.21 ,001 ,001 .001 0 11.10 .I0 0 90 11 core angle 80 .69 ,066 ,066 ,066 11.10 ,LO 0 90 11 core angle 80 .59 ,001 .001 ,001 12.10 1.00 0 90 1 85 19 S .95 .002 ,002 .002 11.05 .I5 0 90 1 85 I9 S -11 ,001 ,001 ,001 11.50 .45 0 90 1 85 I9 S .41 .DO1 ,001 ,002 14.10 .60 0 90 U 85 19 S .IT ,001 .001 ,001 14.10 .LO 0 90 1 85 19 S .I1 ,001 .001 .001 15.50 .a0 0 90 11 85 19 S .I6 ,001 ,001 ,001 0 16.50 1.00 0 90 1 85 19 S .95 .005 ,001 ,005 0 11.50 1.00 0 90 U 85 19 S .95 ,001 ,001 ,001 0

0 12.10 1 4 0 0 90 1 care aogh 65 .91 ,001 ,001 ,001 41.00 .I0 0 90 1 core angle 65 .21 ,001 ,001 ,001 44.00 1.00 0 90 1 core angle 65 .91 .001 ,001 ,001 0

0 0

26.82 1.00 0 90 Y core angle 45 .I1 ,001 ,001 ,001 21.82 1.00 0 90 1 core angle 45 .?I ,004 ,004 ,004 18.81 1.00 O 90 B core aogle 45 .?I ,001 ,001 ,001 29.12 .I0 0 90 11 core angle 45 .2I ,001 ,001 .001 0 10.18 1.16 0 90 1 core angle 45 -89 ,028 ,028 ,028 0 10.18 .40 0 90 Y core angle 45 .28 ,001 .001 ,001 0 11.81 1.05 0 90 U core angle 41 .14 ,001 .001 ,001 0 12.11 -10 0 90 1 core angle 45 .21 ,058 ,058 .058 12.15 .62 0 90 1 core angle 45 .44 ,001 ,001 ,001 11.15 1.00 0 90 Y core angle 45 .?I ,001 ,001 ,001 1 14.05 .I0 0 90 1 core angle 45 .21 ,014 ,014 ,014 1 15.05 1.00 0 90 1 core angle 45 -11 .001 ,001 .001 I 16.05 1.00 0 90 1 core angle 45 -11 .I1 .001 ,001 ,001 2 ,009 36.80 .I5 0 90 1 core angle 50 .5l ,001 .001 ,001 11.60 ,110 0 90 1 core angle 10 .6I .002 ,002 ,002 18.60 1.00 0 90 1 core angle 50 .I1 .011 ,011 ,011 18.90 .I0 0 90 Y core angle 50 .21 ,001 .001 ,001 19.90 1.00 0 90 U core angle 50 .I1 ,001 ,001 ,001

26.60 .I0 0 60 0 core angle 50 -18 I0 29.10 .50 0 60 1 core angle 40 .I2 5 0 44.55 1.00 0 60 I 81 I5 S 1.00 8 0 4555 0 0 6 0 1 81 1 5 s I,OO -75 .001 ,001 ,001 1 46.25 .10 0 60 I 81 15 S .10 .I05 ,101 .I05 I 46.80 .I5 0 60 U 81 I5 S .I5 .001 ,001 ,001 2 ,017 11.10 .50 0 60 1 81 15 S .I0 .004 ,004 0 0 4 0 48.20 .90 0 60 LI 81 I5 S -90 .001 ,001 ,001 0

S E l I O l 2405E 11990 lEBSIO1l 51 8192 SAWPLE 10. GEOLOG~ SPOI TO LencTs snwple SMP zone zone raoe oesraeo IIBK HI coev rA I rr FA I AT A s e w e sv t A S S sv + ASS Aveuce WOLD OROW AVC 0211 r e e l A ~ G CHIP me1aes

AZIIUTU DIP AZIWUIB DIP WID10 lID1B PP8 OZIWI OZIIOI AV BE101 SA l AT A0 0211 BEBOY S'l + ASS W M I M AC A6 REPORT

c u r oz lmu uu~aea

SZQW SlQW SIQW F l Q I SZQW PZQW S4QI SlQW

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S2QW SZQW SIQW PlQW SKPW PlQW S lQI SIQW S2QW SKQW SIQW PlQW SIQI PlQW PlQH S4QH PlQW rztn PIQU SKQI SZQW

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S4QI SlQW P l Q I P l Q I F4QU P2QW SIQW S lQI SZQW P l Q I 191 PlQW PlQW S4QW PIQI F I Q I PlQW S4QW PlQl l

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60 I core angle 15 60 1 14 21 S 60 U 64 21 S 60 U 64 21 S 60 1 64 21 S 60 I 64 21 S 60 I core angle 50 60 Y core angle 40

64 1 89 14 S 64 U 89 14 S 64 1 89 14 S 64 LI 89 14 S 64 1 89 14 S

64.5 U 89 I 4 S 64.5 I 89 14 S 64.1 11 core angle 60 64.5 1 core angle 65 66.1 I core angle 65 64.5 I core angle 61 64.1 1 care angle 65

65 1 core angle 61 65 U core angle 65 65 1 core angle 61 65 I core angle 65 65 I core angle 65 65 1 core angle 10 65 1 core angle 10 65 B core angle 10 65 U core angle 11 15 1 core angle I 5 65 I c o n angle 11 65 I core angle 11

65 1 94 14 S 65 U 94 14 S 61 1 94 I 4 S 61 ll 94 34 S 65 1 94 14 S 65 U 94 14 S

65,5 ll 94 14 S 65.1 1 94 14 S 65.5 U care angle 65 61.5 U core angle 65 61.5 U core angle 65 65.5 I core angle 15 65.5 1 core angle 15 61.5 I core angle 55 65.5 U care angle 60 61.5 E core angle 60 65.5 U core angle 60 65.5 1 core angle 60 65.5 U core angle 60 65.5 U core angle 60 61.5 I core angle 60 65.5 I core angle 60 65.5 U core angle 60

SECTIOY 2401e 11990 VEBSIOUI 11 8\92 SAH P L ~ no. G~OLOGI seon ro Leasta swPLe SAHP zone zome reoe oesraeo H I ~ K a1 cosv rA I AI ra I A? Avesdce sv + ASS sv + ASS rveuce ***GOLD seow AYG OZIT reet A ~ G Gnlr merues AG AG nePoar

A211018 DIP A211018 DIP YIDn YIDIE PPI 011101 021101 AV BEE01 PA 1 AT A0 0211 R~ROJ SY + lSS "2IM1 10 G W / ~ 112110~ l018ee -----------.-.- * ------.--------- --- ------------ *------- -----------------------.-------------------- * ................................................................. - -.--------------- - ------ * --------------- * ........................... S1D9011-24 lKQ1 118.10 118.81 .ll 4.5 61.5 11 core aogle 60 .65 ,066 ,066 ,066 0 I .I1 90-1691 S109011-25 PIQW 118.81 119.81 1.00 1.1 61.1 1 c o n angle 60 ,111 ,001 ,001 .001 1 90-1695

SUD9184-l SlQW 48.10 49.00 -10 .I 62 U core angle I1 .O ,061 ,065 ,065 0 91-1018

SUD9184-2 S4QW Il1.81 116.81 1.00 1 62 11 101 11 S .99 ,001 .001 .001 1 91-1018 SUD9I84-I 0,V 116.81 111.41 -60 1 62.25 U 101 11 S .59 .011 .011 ,011 1 2 91-1018 S10918i-4 SlQW 111.41 118.45 1.00 1 62.1 1 101 I1 S -99 -42 ,001 ,001 ,001 2 ,001 6.16 .I1 1.00 91-10111

SUD9l84-5 I4Q1 141.70 142.20 .I0 I 62.1 11 core angle 60 .I1 .001 ,001 ,001 0 91-1018

62.5 1 core aogle 61 .61

61 U core angle 61 .i1

61 1 core angle 11 .91

64.1 1 core angle 15 .61 64.1 1 core angle 11 .61 64.1 1 core angle 11 .61 64.1 1 core angle 11 -48 64.5 U core angle 11 -48

61.1 1 tore angle 70 -41

66 1 care angle I0 .41

61.1 1 tore angle 15 .I8 62.5 1 core angle 11 .48

SEClI01 1440 SAMPLE 10. ClOLOCl

51 8/92 saon n Leacra SAMPLE SMP zore zone TIDE oesraeo WIBK HI c o w FA I ar FA I at rveuce sv + ass sv + ass Aveuce ::*COLD raom AVG ozir reer AVG c a / r WErKeS A Z I W O ~ B D I P AZIWUTE DIP s~nrs Y I D ~ E PPB oz~na o z ~ r o u AV teaom n I ar AO ozlr sesuv sv +ASS *oz/rou n

SUD9015-I PlQW SND9015-2 PZQW S109015-I r2Qn saoso~r -6 rzgn SND9015-5 SlQM SUD9011-6 P2QU SUO9015-1 P2QW SMD90li-8 SlQI SUD9015-9 SIQM SE09015-I0 QV SUD9015-11 PlQW SU09015-12 PIQM SWD9015-I1 SlQW S109015-I4 SIQW S1D9015-Ii SIQM S109015-I6 SIQM SUD~OIJ-11 SIQW S109015-I8 l2QW SUD9015-19 SZQW S109011-20 PlQW SWD9015-21 SZQW S109015-22 PlQW SUD9015-21 SZQW

SYD9016-I SKQW SND9016-2 PZQW 5109016-1 SlQM SUD9016-4 P2QW SUD9016-5 FlQW SU09016-6 PlQW S189016-1 PIQW S109016-8 91QW S109016-9 PlQW S109016-10 SlQW SID9016-ll S2QI ~~09016-12 lzpn S1109016-11 15QW SWD9016-I4 SZQW SUO9016-15 1 2 1 SY09016-I6 S2QU SUO9016-11 S2QW S109016-I8 PIQU S109016-19 PlQW S009016-20 SlQW SID9016-21 PlQW SND9016-22 P I N

5-50 6.50 1.00 0 45 core angle 60 -81 I 6.50 1.50 1.00 0 45 1 core aogle 60 ,111 .I9 ,001 1.50 8.00 -50 0 h i 1 core angle 60 .41 8.00 9.10 1.10 0 41 I core angle 60 -95 ,001 9.10 9.60 .I0 0 65 1 core angle 60 .41 9.60 10.60 1.00 0 41 0 core angle 60 -81 .001

10.60 11.60 1.00 0 45 U core angle 60 .81 6 11.85 15.00 1.15 0 4 5 ) 11 2 6 s 1.01 16 15.00 11.00 1.00 0 45 N 11 16 S .91 .LO ,001 16.00 16.50 .I0 0 45 N 11 16 S .41 16.50 11.50 1.00 0 45 N 11 26 S .91 ,011 11.50 18.40 -90 0 4 5 1 11 2 6 s -84 .LO I54 ,004 18.40 18.90 .50 o 41 n TI 26 s .&I 420 ,012 20.10 11.10 .60 0 45 1 core angle 65 .54 180 ,011 21.10 11.90 ,811 0 45 U core angle 65 ,I2 112 ,001 21.90 12.90 1.00 0 45 U core angle 65 .91 I0 ,001 22.90 21.90 1.00 0 45 U care angle 65 .91 ,004 21.90 24.40 .5O 0 45 U core angle 61 .I5 24.40 25.60 1.2U 0 45 1 84 20 S 1.09 .001 21.60 26.60 1.00 0 45 1 84 20 S -90 .56 19 ,001

.I0 0 45 1 84 20 S

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.M 0 b5 l 84 10 S

1.00 0 90 N core angle 10 1.00 0 90 B core angle 10

.I0 0 90 11 core angle 10 1.05 0 90 11 core angle TO .I0 0 90 n core angle 65

1.00 0 90 1 core angle 65 1.00 0 PO Y core angle 65 1.00 0 90 I core angle 60 1.05 0 90 11 core angle 60 .I5 0 90 11 11 16 S

1.00 0 90 1 11 26 S .90 0 90 N TI 26 S .I0 0 90 N 11 26 S .I5 0 90 1 11 26 S .I5 0 90 U 11 26 S

1.00 0 90 1 11 16 S 1.00 0 90 1 84 21 S 1.00 0 90 B core angle 60 1.00 0 90 1 core angle 60 .50 0 90 1 core angle 60

1.00 0 90 N core angle 60 1.00 0 90 1 ca re a n t l e 60

SUO9011-1 SZQU 1.50 1.00 .5O 0 90 1 core angle 60 .41 12 SUD9011-2 PlQU 15.60 16.60 1.00 0 90 1 core angle I 0 -94 1 5109011-I P1QH 16.60 11.60 1.00 0 98 I core an r l e 10 -94 ,001 ,001 ,001 SUD9011-4 S2QH 11.60 18.10 -50 0 90 U core angle 10 .41 ,011 .Oll .011

SECTIOU 2440 11 8192 y SAWPlE 80. EEOLOCI ROW TO lEUGT1 SMPle SMP ZOUE ZOlE TRUE OESIBEO WIBK 01 COUV ?A 1 AT Sh I Al AVERAGe SV + ASS SV t ASS AVERAGE '*?GO10 ?BOW AVG OUT ?Eel AVG EMIT WETRES AG AG REPORT

AZIWOTE OIP A Z I W O T ~ DIP ~ I O T B KIDTI PPI ozlmu ozlrou AV aetna FA I AT AO OZIT R E ~ U U sv +ASS = o z ~ r o u m CHIT ozlrau eolr8eR

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0 90 1 core angle 10 0 90 1 core aogle 10 0 90 1 core angle 61 0 90 U core angle 65 0 90 U core angle 65 0 90 11 core angle 61 0 I B core angle 61 0 90 11 core angle 61 0 90 U 18 24 S 0 90 U 18 24 S 0 90 1 18 24 S 0 90 Y 18 24 S 0 90 1 18 24 S 0 90 11 18 24 S 0 90 1 78 24 S 0 90 U I8 24 S 0 90 1 18 24 S 0 90 1 core aogle 61 0 90 U core aogle 61 0 90 U core angle 65 0 90 1 core angle 61 0 90 11 core angle 61 0 90 1 core aogle 65 0 90 U core aogle 10 0 90 Y core angle 10 0 90 6 core angle 10 0 90 1 core angle 10 0 90 1 core angle 10 0 90 11 core angle 10

16.15 11,11 1.130 0 81 1 care angle W 11.15 18.11 1.00 0 81 U core angle 10 18.15 19.61 .90 0 81 U core aogle 10 19.61 20.61 1.00 0 81 0 core angle TO 20.61 21.65 1.00 0 85 Y core angle 10 12.21 11.21 1.00 0 81 l core angle 10 11.25 14.21 1.00 0 85 0 core angle 10 14.25 14.11 .5O 0 81 U care aogle 10 14.15 35.15 1.00 0 85 U core angle 10 11.11 16.11 1.00 0 81 U core angle TO 19.85 40.J5 .I0 0 85 Y core angle 11 41.10 46.00 .1O 0 85 l core aogle 11 11.10 16.20 1.10 0 81 U core angle 10 56.10 11.20 1.00 0 81 U core aogle 70 11.20 11.10 .1O 0 81 U core aogle 10 11.10 18.20 .1O 0 81 U core angle 10 18.20 18.10 .I0 0 85 Y core angle 10 18.10 19.10 1.00 0 85 U core angle TO 66.21 61.11 1.00 0 81 l core angle 11 61.21 68.11 .W 0 85 1 core angle 15

1 SECTIOl 1440 5i 8/92 SMPLE 10. GDLOGI PBOII M L E U G ~ ~ swle WP ZOUE ZOUE TKDE oeslaeo nIar mr coav R I rr PA I AT ApEadce sv + ass sv + ASS rveaace ***GOLD BOW AVG O Z ~ T reel AVG CHIT neraes AG AG BEPOKT

AZlHUtE DIP AZIIIUTB DIP I1011 IIUTB , PPI OZITON OZiMY AV BEKUU PA 1 At AU OZ/I KEKUU SV +ASS "ZITON t0 CHIT OZlTOl IIUWBEB ................................................. - ----------------- - ................................................ * --.---------------.-------- * -----------------------------------------------------.-------.------.-------------------- SYU9018-21 F4pH 68.15 69.05 .90 0 85 a core angle 15 .El ,011 .Oil ,011 1 3.2 90-1112 S1109018-22 66 69.05 10.05 1.00 0 85 6 core angle 60 .81 .26 ,001 .001 ,001 2 ,010 6.56 .I4 2.00 90-1112 SUD9018-21 1281 10.05 11.05 1.00 0 85 l core angle 10 .I0 I8 ,001 ,001 90-1112 SUD9018-24 1266 15.60 16.10 .50 0 85 I core angle 21 .21 I5 90-1712

51 8/92 m LEIGIB SMPL! SMP ZOIE zone rloe oesraeo Mian nr conv n I rr FA I Ar Avesdce sr + ass sr 4 ASS rvladce ***COLD raon AVG ozir sear AVG c n ~ r neraes AC AC ~ e p o a r

AZllOlE DIP AlIHOIB DIP VIDlE V I O n P!8 OZll'ON O Z l N I AV lelOH SA l AT AU OZlI KeKOI SV +ASS *OZlNI N cnlt O Z I ~ O N HOHU~K ...................................................... * ------ * ........................................... * ........................................................... * ----------------------.------------- 58.00 -50 0 66 U 8 4 22 S -50 1,510 ,046 ,046 90-1112

14.80 1.00 0 15 I c o r e angle 85 1.00 2 90-1864 15.80 1.00 0 15 I c o r e a n g l e 85 1.00 .001 ,001 ,001 90-1864 16.10 .iO 0 15 I c o r e a n g l e 81 .I0 ,051 ,051 ,051 3.5 90-1864 17.10 1.00 0 15 Y c o r e a n g l e 85 1.00 .020 ,020 ,020 90-1864 18.10 1.00 0 15 Y c o r e a n g l e 85 1.00 I 1 911-3864 12.10 1.00 0 1 4 I c o r e a n g l e 80 .99 1 90-1864 11.10 1.10 0 14 Y c o r e angle 80 .99 ,001 ,001 ,001 90-1864 14.10 .10 0 11 I c o r e a n g l e 80 .69 ,002 ,002 ,002 1 1.0 90-1864 15.40 1.00 0 1 4 U c o r e a n g l e 80 .99 .002 ,002 .002 1 90-1864 16.25 .85 0 1 4 1 c o r e a n g l e 80 .84 . I2 4 2 ,002 6.51 - 0 1 2.00 90-1864 11.10 .85 0 1 4 I c o r e a n g l e 80 .84 81 ,003 ,001 90-3864 18.10 1.00 0 1 4 Y c o r e a n g l e 15 .91 ,001 ,001 .001 90-1864 18.10 .60 0 1 4 I c o r e a n g l e 15 -58 .004 ,004 .004 1.7 90-1864 19.10 1.00 0 1 4 U c o r e a n g l e 15 - 9 1 .001 ,001 ,001 90-1864 40.80 1.10 0 1 4 I c o r e a n g l e 15 1.06 44 ,001 ,001 911-1814 42.00 1.10 0 14 I c o r e a n g l e 80 1.18 5 90-1864 41.15 1.15 0 11 I c o r e a a g k 80 1.11 ,001 ,001 ,001 90-1864 41.65 S O 0 1 4 Y c o r e a n g l e 80 .49 -01 ,005 ,005 .005 I 1.5 90-1864 44.15 .5O 0 14 0 c o r e a n g l e 80 .49 .001 .001 ,001 I 90-1864 44.65 .50 0 1 4 U c o r e angle 80 .49 .I10 .I10 .I10 1 4.8 90-1864 45.65 1.00 0 14 I c o r e a n g l e 80 .99 .001 ,001 ,001 2 ,031 6.56 1.11 2.00 90-1864 46.80 1.15 0 11 N c o r e a n g l e 80 1.11 .02 2 I 90-1864 41.80 1.00 0 1 4 I c o r e a n g l e 80 .99 .001 ,001 ,001 1 90.1814 48.80 1.00 0 14 I c o r e a n g l e 80 .99 ,114 ,114 ,114 2 ,051 6.56 1.91 2.00 2.1 90-1864 49.80 1.00 0 1 4 N c o r e a n g l e 80 .99 ,001 ,001 ,001 90-1864 50.80 1.00 0 1 4 8 c o r e a n g l e 80 .99 5 90-1864 51.80 1.00 0 14 I c o r e a n g l e 80 .99 4 90-1864 12.10 .SO 0 1 4 11 c o r e a n g l e 80 .19 106 ,001 ,001 90-1864 56.15 1.00 0 14 I 89 22 S .99 I 1 90-1864 51.75 1.00 0 14 I 8 9 22 S .99 .51 .001 ,001 ,001 1 90-3864 58.25 S O 0 1 4 1 8 9 22 S .I0 ,011 ,011 ,011 1 90-1864

S109040-11 11QI 11.50

SID9041-I P l Q I 11.80 SID9041-2 PlQY 14.80 SI09041-1 SlQU 15.80 SYD~OII-I PiQn 16.10 SND9041-5 PlQH 11.10 SY09041-6 P2$ 11.10 SYD9041-1 PZQY 12.10 SID9041-8 l l Q I 11.10 SYD9041-9 PZQI 14.40 SH09041-I0 P2QI 15.40 SIO9041-11 PlQW 16.25 SID9041-I2 P2QY 11.10 SI0904I-11 l l Q I 18.10 SYD904I-l4 P2QH 18.10 SYD904l-15 P2QY 19.10 SID9041-I6 PZQY 10.80 SIO9041-11 PZQY 42.00 SND904l-18 S l Q I 41.15 ~ 1 ~ 9 0 1 1 - 1 9 PzQn 41.61 SND9041-20 l 4 Q I 44.15 SID9041-21 PlQW 44.65 SN09041-22 P2QY 15.65 SYD9041-21 PZQW 46.80 SY09041-24 FlQY 41.80 SID9041-25 PZQW 48.80 SID9041-26 PlQY 19.80 SY09041-21 PZQH 50.80 SID9011-28 CG 11.80 SYD9041-29 PZQK 55.75 SYD9041-I0 P2QY 56.15

SIQY 15.95 16.45 .5O 1.5 69 I c o r e a n g l e 80 .49 I5

SlQH 52.15 53.25 .SO 1 68.5 I c o r e a n g l e 10 . 4 l I 8 .001

SIQI 56.15 56.65 -50 1.5 68 I c o r e a n g l e 80 .49 61 ,002

QV 51.10 51.60 -50 4 61.5 U c o r e a n g l e 15 -48 ,015 P l Q I 51.60 58.15 .55 4 61.5 I c o r e a n g l e 15 .il I1 PIQW 5 8 , I i 59.15 1.00 4.5 6 1 I c o r e a n g l e 80 -99 .001 S 4 C 59.15 59.65 -50 4.5 6 1 Y c o r e a o g l e 80 , I9 .41 .016 P l Q I 59.65 60.15 1.10 4.1 6 1 1 c o r e a n g l e 80 1.08 ,001 QV 60.15 61.25 5 0 4 5 6 1 1 c o r e a n g l e 80 -49

SlQI 61.25 62.25 1.00 4.5 6 1 1 c o r e a n g l e 80 .99 .001

SZQH 11.00 71.50 .I0 4.5 6 1 11 c o r e a n g l e 10 .I1 I20 ,001

SlQW 19.80 80.80 1.00 4.5 6 1 0 101 21 S 1.00 .20 .DO1 QV 80.80 81.30 .SO 4.5 6 1 1 101 21 S -50

PKQI 81.10 82.60 1.10 4.5 6 1 1 101 21 S 1.10 .DO1

SECT101 249OE 11 8/92 SWPLE no. GEOLOCI PROW TO LEYGIB SAHPLE SIP ZONE zone TRUE D E S I E ~ D WIDE HI conv sa I nr sr I rr aveucl sv + ASS sv + ass aveuce t::co~o raon AVG ozlr seer AVG Gm/r Hems AG AC weer

AZIWOTI DIP AZIWOII D I P UIOPI s~ots PPB OZITOU OZITOO AV BERUM PA I AT AO 0211 BERUM sv +ASS 'OZITOI 10 cwlr o z ~ r o u umraea .-.---- - -------------- * -------- * -------- ------ -------------------------------------------------------------.-------------------------.--.-- * ----------.-------------- - --------------- * ............................... * ------------- * ------

SUD9181-I8 K2QH 99.00 99.10 -10 I 61.2 II core angle 10 .41 41 ,001 ,001 91-1214

SUO9181-19 nQW lO1.10 l06.00 .50 5 61.2 U core angle 81 .iO

SU091104-I !KQ# 63.10 61.60 .1O 119.11 80 11 core angle 11 .I8 I 91-4268

S109ll04-2 sKQH 61.00 64.50 .1O 119.11 80 1 core angle 15 .I8 I 91-4268

SW091104-I PlQW 11.10 14.10 1.00 119.11 80 U core angle 60 ,111 SUD91104-4 QV 14.10 14.80 .1O 159.11 80 U core angle 60 -41 SUD91104-5 PlQW 14.80 11.80 1.00 119.11 80 I core angle 60 .I1

SU091104-6 PZQW Ul.40 111.90 $10 119.11 80 U core angle 65 -41 ,002 ,002 ,002 91-4268

SUD91104-I l2QW 114.40 114.90 .10 119.11 80 II core angle 65 -41 ,006 .006 ,006 91-4268

SUO9044-10 K2Q1 SYD9044-I1 66 SUO9044-I2 PlQ1 SIO9044-I1 PIQH suo9044-I4 PI@ SUD9044-11 PIQ1 SUO9044-I6 F4QH SU09044-11 PlQH SU09044-18 P1Q1 S109044-19 PlQ1 SUD9044-10 SRQ1 SW09044-21 F4QH SU09044-22 F4Qu 5109044-21 P1Q1 5109044-24 llQ1 SU09044-21 PZQH SU09044-26 S2Q1 SUD9044-21 F4QH S109044-28 PIQH SUO9044-29 PlQH seo~oi4-10 FIQH

SID9041-l FlQH SU09041-2 SlQH S109041-I PIQH SIO9041-4 PIQ1 s109061-I r 4 ~ n SUD9041-6 PlQ1 SYO9041-1 PlQ1 5109011-8 F4QH SI09041-9 PIQ1 S109041-I0 F 9 S109041-ll PIQH S109045-I2 AIQ1 SI09041-11 PlQW s~09041-14 r4Qn s109041-11 sfQa SUO9041-I6 PIQH SUO9041-11 SlQH SJO9041-I8 PlQH SU09041-19 K2Q1 suo9045-20 rap1 SllD9041-21 SlQW SIO9041-22 FiQH SU09041-21 KlQH SUO9041-24 I2Q1 SUD9045-21 FKQH

11 8192 !BOW 10 lemcrs SMPL~ sea zoae zome r u e oesraeo wran HI tour n I ar sa I at aveedcl sv t ass sv t ASS Aveedce tt:coto snow AVG ozlr Feet AVG c ~ l r merses AG ac seeoar

A Z I N U ~ DIP A Z I H O ~ ~ DIP [IIDIB Y I O ~ E PPI OZITOU OZINU AV sesum FA I AT AD O Z I ~ seaon sv +ASS :OZIIOU 10 GHIT oz~rou nunlea ------------------.-- * --------------- * -------.---.--------------------.---------------.----------------------------------------------------------- * ---------------..---------*-.------------------------------------ 41.40 42.80 1.40 0 86 I core angle 61 1.21 ,001 ,002 ,002 90-4119 42.80 41.10 -50 0 86 I core angle 61 .45 I .Dl1 ,011 ,011 2.2 90-4119 41.10 44.10 1.00 0 86 U core angle 61 .91 .001 ,001 ,001 90-4119 44.10 41.10 1.00 0 86 1 core angle 65 -91 4 90-1119 46.60 41.60 1.00 0 86 1 88 20 S .96 2 90-4119 41.60 48.60 1.00 0 8 6 1 88 20 S -96 ,16 ,001 ,001 ,001 1 90-4119 48.60 49.10 .1O 0 86 U 88 20 S .48 1.191 1.291 1.291 1 64.2 90-4139 49.10 50.10 1.00 0 8 6 1 88 20 S .96 ,001 ,001 ,001 2 ,111 6.56 10.66 2.00 90-4119 10.10 11.10 1.00 0 8 6 1 88 20s .96 2 90-4119 58.10 19.10 1.00 0 86 U 84 18 S .91 2 90-4119 19.10 60.10 1.00 0 86 11 84 I8 S .91 ,001 ,001 ,001 1 90-4119 60.10 60.60 .10 0 86 1 84 18 S .49 ,031 ,011 .@I1 1 10.1 90-4119 60.60 61.10 -10 0 86 U 81 I8 S .49 1.050 1.010 1.050 1 91.0 911-1119 61.10 62.10 1.00 0 8 6 1 84 1 8 s .91 -01 ,001 ,001 ,001 2 ,266 6.16 9.11 2.00 90-4119 62.10 61.21 1.15 0 8 6 1 10 21 S 1.10 2 90-4119 61.21 64.40 1.11 0 8611 10 21s 1.10 I 90-4119 64.40 61.60 1.20 0 86 I 10 21 S 1.11 .IT ,001 ,001 ,001 1 90-4119 61.60 66.10 -10 0 8 6 1 10 1 1 s .48 ,011 ,011 ,011 1 1.6 90-4119 66.10 61.10 1.00 0 86 1 10 21 S .91 ,001 ,001 ,001 2 ,004 6.16 .I4 2.00 90-4139 61.10 68.10 1.00 0 86 LI 10 21 S .91 8 90-4139 11.40 11.90 .1O 0 86 U core angle 80 .49 10 90-4119

12.90 11.10 .60 0 80 I core angle 10 .I6 91 .001 ,001 90-4139 51.80 12.10 .SO 0 80 U core angle 80 .49 240 ,001 .OOl 90-4119 62.10 61.10 1.00 0 80 1 82 21 S -98 1 90-4119 61.20 64.20 1.00 0 80 ll 82 21 S .98 .1l ,001 ,001 .001 1 90-4119 64.20 64.10 S O 0 80 1 82 11 S .49 ,288 ,288 ,288 1 10.1 90-4119 64.10 61.10 1.00 0 80 U 82 21 S .98 ,004 ,004 .004 1 ,011 6.16 2.10 2.00 90-4119 61.10 66.10 1.00 0 80 1 82 21 S .98 ,001 ,001 ,001 90-4119 66.10 61.20 .I0 0 80 1 82 21 S .49 .006 ,006 ,006 1.1 90-4119 61.20 68.20 1.00 0 8 0 8 82 2 1 1 .98 ,001 ,001 ,001 i 90-4139 68.20 68.10 .I0 0 80 I core angle 80 .49 91 ,001 ,001 90-4119 68.10 69.10 1.00 0 80 1 core angle 80 .99 1 90-4119 69.10 10.10 1.00 0 80 1 core aogle 80 .99 1 90-4119 10.10 11.80 1.10 0 80 U core angle 80 1.08 ,001 ,001 ,001 90-4119 71.80 12.10 .I0 0 80 U core angle 80 .49 ,004 ,004 ,004 1.1 90-4119 12.10 12.80 .I0 0 80 1 core angle 80 .49 ,019 ,054 ,042 ,042 11.1 90-4119 12.80 11.90 1.10 0 80 1 core angle 80 1.08 ,001 .001 .001 90-4119 11.90 74.40 -10 0 80 1 82 18 S .49 ,001 .001 ,001 90-4119 14.40 11.40 1.00 0 80 1 82 I8 S .99 2 90-4119 11.40 16.40 1.00 0 80 U 82 18 S .99 ,001 .001 ,001 90-4139 16.40 16.90 .I0 0 80 1 82 I8 S .I9 ,290 ,118 ,109 ,109 1 20.1 90-4119 16.90 11.11 .61 0 80 I 81 I8 S .64 ,002 ,002 ,001 I 90-4119 11.11 18.41 -90 0 80 1 82 I8 S .89 .81 ,041 ,111 ,081 ,081 2 ,114 6.56 3.91 2.00 14.2 90-4119 18.41 19.41 1.00 0 80 1 core angle 80 .99 ,001 .001 ,001 90-4119 19.41 80.41 1.00 0 110 1 core angle 80 -99 I 90-4119 81.40 81.90 .50 0 80 I 68 22 S .49 11 .002 ,002 90-4119

1.00 6.1 64 11 core angle 80 .60 6.1 64 1 core angle 80 ,90 6.1 64 1 core angle 80 .I0 6.5 64 U core aule 80 .90 6.1 64 11 core angle 80 .90 6.1 64 1 92 20 S .61 6.5 64 U 92 20 S .I0 6.1 64 I 92 20 S

S Y D ~ O ~ ~ - Z I Pzqn SUD9048-24 SI0.H SUD9048-25 SKQW SUD9048-16 P4AO ~ ~ ~ 9 0 4 8 - 2 1 rrpn Sl09048-28 P2QW SID9048-29 SlQW

SlD9049-1 1 9 W SUD9049-2 PZQW ~1~9049-I ~ I Q W SW09049-4 P2QW S109049-5 PZQW SYD9049-6 llQW SIO9049-1 1lQW SlD9049-8 (2QU Sl09049-9 PlQW SWD9049-I0 14QW SUO9049-ll SIQW SUD9049-I2 S4QW SUD9049-I1 S4QW SY09049-14 S4QW SU09049-I5 PlQW 51109049-16 S2QW

51 8/92 ~ K O W TO LENGB SMIPLE SAHP zone zone taoe oeslseo aIaK 41 couv PA I ar rA I AT aveeace sv + ass sv + ASS avaance ***GOLD raoa AVG ozir reer AVG ccnlr meraes AG AG aeponr

~ 1 1 ~ 0 ~ 9 DIP AZIWOTB DIP ~ I O T B VIOTB PPE OZITOU OZIIOY A! KEKOU FA l AT AU 021t UKOI sv +ASS *OZ/AU m GWll OZllOW UOW6l.P ................................................................................................................................................ ---- ------------------------------------.----------------- * -------- 14.00 15.00 1.00 0 15 19 29 S .91 .001 ,001 .001 90-4115 16.50 11.10 .LO 0 15 core angle 15 .I8 1,190 ,041 ,041 90-4315 17.10 11.60 .I0 0 15 core angle 15 .48 1,910 .056 .056 90-4111 19.00 B0.00 1.00 0 TI core angle 65 .91 .001 ,001 .001 90-4311 80.00 80.50 .I0 0 15 core angle 65 -41 ,002 ,002 .002 .6 90-4115 80.50 81.50 1.00 0 15 core angle 65 .91 ,001 ,001 ,001 90-4115 82.50 81.00 .SO 0 15 core angle 10 .41 I6 90-4135

49.65 50.15 .50 0 90 core angle 45 .I5 69 ,002 .002 90-4115 50.15 51.15 1.00 0 90 coreangle51 -82 .001 ,001 ,001 90-4115 51.15 51.65 .I0 0 90 core angle 15 .4l ,021 .021 .021 4.0 90-1315 51.65 52.15 1.10 0 90 80 1 9 s 1.04 ,001 ,001 ,001 90-4115 52.15 54.00 1.25 0 90 80 1 9 s 1.18 .I1 ,002 ,002 .002 I 90-4115 54.00 54.50 .I0 0 90 80 19 S .41 ,056 ,056 .I56 I 8.1 90-4115 54.50 55.00 .I0 0 90 80 1 9 s .bl 1.809 1.809 3.809 1 86.1 90-4115 55.00 56.00 1.00 0 90 80 19 S .95 ,001 ,001 .001 2 ,909 6.56 31.11 2.00 90-4115 14.00 15.00 1.00 0 90 16 24 S .91 .001 ,001 .001 90-4115 15.00 15.50 .I0 0 90 16 21 S -46 ,021 ,021 .021 1.5 90-4115 15.50 16.25 .I1 0 90 16 24 S .69 ,001 .001 ,001 90-4115 16.25 11.00 .TI 0 90 16 24 S .69 ,018 ,018 .Ole I .1 90-4115 11.00 11.50 .I0 0 90 16 24 S .I6 .I09 ,009 9 1 .6 90-4115 71.50 18.00 .50 0 90 16 24 S .46 ,061 ,061 ,061 I 1.8 90-4115 18.00 79.20 1.20 0 90 16 24 S 1.10 .I9 ,001 ,001 ,001 2 ,023 6.56 .19 2.00 90-4115 85.00 85.50 -50 0 90 core angle 65 .I5 14 90-Uli

1.00 .I 64 U core aogle 65 :91 1.00 .5 64 U 80 20 S .99 .I0 .5 64 11 80 20 S .I0 .I0 .I 64 U 80 10 S .lo

1.00 .1 64 l 80 20 S .99 .50 .1 64 l core angle 80 .49

1.00 .5 64 11 18 19 S .99 .SO .I 64 11 18 I9 S .49 -50 .I 64 1 18 19 S -49 1.00 .5 64 U 18 19 S .99 .80 .5 64 I 82 21 S ,110 .I4 .I 64 Y 82 21 S -14

-50 1.5 65 I core angle 15

.LO 4 65 I core angle 15

.I0 4 65 U core angle 15

.I0 4.5 65 U 80 I1 S

1.00 5 65 U 81 18 S .50 5 65 U 81 I8 S .50 5 65 1 81 I8 S .I0 5 65 I 81 I8 S

1.20 5 65 U 59 I1 S -50 5 65 1 59 11 S

1.00 5 65 1 59 I1 S

.I0 5.5 6 5 8 80 11 S

.SO 5.5 61 I c o n angle 85

7 r~7 C-.l [:~- r - - ~ ~ -I [:-.-, I - - ~ r ~ - - ~ I 7 L _ , tl:A -~ -~ , ---

I ETJ [I-] I J -. - 1 C~~3 (1-1; 3 {._I L -8 , i 1 c-7 ,-~-..~,

sect~ou 25901 11 8/92 SWPLE YO. G~OLOGI saoa 10 LEUGII SAWPLE SUP lore me raue oesraeo 111s~ nI coav sa I ar rn I nr aveaace sv + ASS sv + ass nveeace :*:GOLD raow avc ozlr seer nr CHIT weraes AC AC aePoar

A Z I W U ~ ~ DIP A Z I ~ U ~ ~ DIP VIOTI ~ I D T B POI OZ/TOU o z / m u nv Beau# s~ I nr an OZIT aeaou sv +ASS :OZITOU m CHIT oz~mu nowaea .................... * ------------.----------------------------------- -- ----------- - ........................................... - -------------- - --------------------------------------------------------------------------------.-----------

SUD91106-I1 sKQ11 118.10 118.90 .I0 1 61 Y core angle 10 .dl 21 .001

SYD9IIO6-I4 S2Qn 4 0 . 2 0 . 7 .10 1 61 Y core angle 10 .41 61 .002

SID91106-15 PlQM 111.10 146.10 1.00 1.5 61 U core angle 85 1.00 .SO ,001 ,001 ,001 1 91-4210 SID91106-16 QV 116.10 146.80 .1O 1.1 61 U c o r e angle 81 .I0 ,011 .011 ,011 1 2.1 91-4110 SID91106-I1 K2QW 116.80 141.80 1.00 1.1 61 U core angle 81 1.00 ,001 ,001 ,001 2 ,004 6.16 .I4 2.00 91-4210

SMD89I-I4 P4QM 510891-15 SKQM SUD891-I6 P4QM SUO89l-I1 FKQM SUD891-18 P4QW SUD891-19 PZQM SllO891-20 IKQM 580891-21 P4QM SU0891-22 FKQM SU0891-21 F 9 M SU0891-24 P4QM SIO891-25 FKQM SUO89l-26 PIQM SUO891-21 IKQM SUO891-28 VKQM suoesi-29 PIQY SU0891-10 IKQM SUO891-11 PZQM SU0891-I2 PZQW SUD891-I1 IKQM SU0891-14 P4QM ~ ~ 0 8 9 1 - 1 5 rnQa SllD891-16 P4QM SUDB~I-11 szpn SU0891-I8 S2QW SW0891-I9 S2QM SUD891-40 SZQW SU0891-41 S2QM SUO891-42 SZQW SUO891-41 IKQM SU0891-44 P4AO SUD891-45 SZQM SUD891-46 SZQW SUD89I-41 QV SWD891-48 P4QM SUD891-49 SKQY SUD891-50 P4QM SUO891-51 SKQM SUD891-52 P4QM SUO891-51 P4QM SUD89I-54 SIQM SUD891-55 PIQU SWD891-56 SlQW SUD891-51 P4QW SUD89I-58 SIQM SUO891-59 P4QM

SUO9050-I PlQM SUD9050-2 IKQK suosoro-I SKQM SMO9050-4 KlQW SUD9050-5 FIQM SUD9050-6 KlQW SUO905D-1 QV SUD9050-8 PlQW SUD9050-21 SZQM SllD9050-9 PlQM SUD9050-I0 SIOW

51 8/92 TO L ~ U G W sdWPLe SUP zome zoae ~ P U E DESIRED WIBK MI comv FA I AT SA I AT AVLUGL sv + ASS sv + ASS AVEUE~ *:*GOLD SBOM AVG o z / t r e e r AVG GMIT MerRes

AZIMUl~ OIP AZlWUtB DIP l lIOT1 # lDtB PPB OZllOU OZITOU AV RERUU !A l AT A0 0 2 I t BERUM SV + ASS %Z/I0U TO ...................... *---* ------- * -------------- * ----.--------------- * -------- *--* ------------------------------------------. 15.01 1.01 0 65.5U 65 1 1 s .99 .I0 ,001 ,001 ,001 I 45.44 .41 0 65.5 U 65 I1 S -42 i ,046 ,046 ,046 I 46.21 .79 0 65.5 I 65 11 S .TI ,001 ,001 ,001 1 46.15 . I2 0 65.5 U 65 ll S . I1 .011 ,085 .019 0 5 2 2 5 6.56 -86 2.00 41.15 1.00 0 65.5 U 65 11 S .98 ,001 .001 ,001 0 54.82 1.00 0 65.5 I 58 I 8 S .PI ,001 .001 .OOI 0 55.26 . I4 0 65.5 I 58 I 8 S .4I .012 .012 ,012 0 55.84 .I8 0 65.5 Y 58 18 S .56 ,001 ,001 ,001 0 56.15 .5I 0 65.5 U 58 I 8 S .I0 ,001 ,001 ,001 0 56.80 .45 0 65.5 U 58 I 8 S .44 2.256 2.256 2.256 I 58.10 1.50 0 65 .51 58 1 8 s 1.46 ,001 ,001 ,001 1 58.60 .I0 0 65.5 I 58 18 S .29 -10 ,001 ,001 ,001 2 .491 6.56 11.04 2.00 59.21 .61 0 65.5 U 58 18 S .59 ,001 .001 ,001 0 59.51 .I0 0 65.5 U 58 18 S .29 ,002 ,002 ,002 0 59.92 .41 0 65.5 1 16 21 S . I1 ,006 ,006 ,006 0 60.96 1.04 0 65.5 U 16 21 S 1.01 ,001 .001 ,001 0 61.26 .I0 0 65.5 U I 6 21 S .10 .001 ,001 ,001 0 62.26 1.00 0 65.5 11 16 21 S -99 ,001 ,001 ,001 0 69.42 1.00 0 65.5 U core angle 65 .91 .001 ,001 ,001 0 69.12 .I0 0 65.5 I core angle 65 .27 ,001 ,001 ,001 0 10,90 1.18 0 65.5 U 69 26 S 1.11 ,001 ,001 ,001 0 11.20 .I0 0 65.5 U 69 26 S .I0 ,001 ,001 .001 0 12.15 .95 0 65.5 I 69 26 S -94 ,001 ,001 ,001 0 12.98 .81 0 65.5 U 69 26 S $82 .25 ,001 ,001 ,001 1 11.52 . I4 0 65.5 U 69 26 S .I1 ,112 .I12 ,112 1 14.16 1.24 0 65.5 U 69 26 S 1.22 ,169 ,169 .@I0 ,010 ,010 2 .052 6.56 1.18 2.00 15.15 -19 0 65.5 U 19 I 0 S -19 ,001 ,001 ,001 0 15.69 . I4 0 65.5 U 19 10 S .I4 ,066 .I66 ,066 I 16.50 .81 0 65.5 U 19 I 0 S ,80 ,001 ,001 ,001 1 16.90 .40 0 65.5 11 19 10 S .40 ,110 ,095 .211 ,211 1 11.61 .I1 0 65.5 U 19 10 S .I2 .26 .028 ,028 ,028 2 ,064 6.56 1.19 2.00 11.96 .I1 0 65.5 1 19 I 0 S .I1 .001 .001 .001 0 78.94 .98 0 65.5 1 19 30 S .91 .001 ,001 ,001 0 19.24 . I0 0 65.5 1 core angle TO .28 ,001 ,001 ,001 0 79.95 -11 0 65.5 I core angle TO .61 ,001 ,001 ,001 0 80.25 .10 0 65.5 1 core angle TO .2B ,021 .011 ,021 0 81.50 1.25 0 65.5 U core aogle 10 1.18 ,001 ,001 ,001 0 81.80 -10 0 65.5 I core angle 10 .28 ,001 .001 ,001 0 82.19 .69 0 65,s U core angle 10 .65 ,001 ,001 .001 0 81.21 -12 0 65.5 I core angle 10 -68 ,001 ,001 ,001 0 81.11 -52 0 65.5 U core angle 10 .49 ,011 ,011 I 0 84.50 .I1 0 65.5 8 core angle I 0 .12 .On1 ,001 ,001 0 84.80 -10 0 65.5 U core aogle 10 .28 ,011 .011 ,011 0 86.10 1.10 0 65.5 I core angle TO 1.22 ,001 ,001 ,001 0 86.55 .I5 0 65.5 U core angle 10 .42 ,014 ,014 I 0 81.11 .62 0 65.5 1 core angle 10 .I8 ,001 .I01 ,001 0

0 54.15 1.01 0 61 core angle 15 .98 ,001 .001 ,001 0 54.85 .SO 0 61 U core angle 15 .48 ,001 ,002 ,002 0 55.15 .SO 0 61 U core angle 75 .48 ,111 ,211 1 0 56.15 -80 0 61 t 15 I1 S .I9 ,001 ,001 ,001 0 56.65 .I0 0 61 B I 5 I1 S .5O .42 ,161 6 ,163 1 51.65 1.00 0 61 U I 5 I1 S .99 ,001 ,001 ,001 1 58.25 .60 0 61 U 15 I1 S .59 ,654 .654 ,654 2 ,210 6.56 9.26 2.00 59.25 1.00 0 61 U I 5 I1 S .99 . I51 ,151 ,151 85.25 ,110 0 61 U core angle 10 .15 110 ,009 ,009 0 92.90 1.00 0 61 U 80 24 S 1.00 ,001 .001 ,001 0 91.40 .50 0 61 1 80 24 S .I0 ,008 .008 ,008 0

secrron 1640e 11 8/91 S A U P L ~ 10. GZOLOGI YEOH M LERGTI s w e SUP zone zare reue oesrseo wrsn wr corv YA I AT r i I AT avesdce sv t ASS sv t ASS Avesdce :**GOLD !son AVG ozlr reer AVG CHIT Heraes AG AG upoar

AZIMU~I DIP AZIHU~I DIP Y I O ~ I YIDTI PPI o t ~ r o n O Z I ~ O U A V sesnn !A I AT AO OZIT eesot sv + ASS *OZI IO~ TO GUIT ozlrou nunsea ------------------------.-------------- - ----------------------------.------------------------------------------------------------------.------------------------------------------------- *---* ........................ * ------------------- S1109189-14 YKQU 118.15 118.85 .SO 9 64 1 core angle 10 .41 19 ,001 ,001 0 91-1441

SH09189-11 KlQW 181.11 181.91 .BO 9.5 61 8 c o r e angle 21 .lh 19 ,001 I 0 91-1441

SECtlOY 2690E 51 8192 SPPL~ 10. ceOLoer rum TO LEUCTU SAWPLE s d a ~ zone zone rsoe oestaeo wran a1 tour n I ar ra I rr areaace sv + ass sv + ASS rveaace ::*GOLO s a o ~ aw ozlr seer avc c w ~ r Warses AG AC sePosr

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0 45 core angle 55 0 45 core aogle 55 0 45 core angle 55 0 45 core angle 55 0 H t o r e angle 61 0 45 core angle 65 0 45 core angle 65 0 41 48 I8 S 0 45 48 1 8 s 0 45 48 I8 S 0 41 48 18 S 0 45 48 18 S 0 45 48 18 S 0 45 68 11 S 0 45 68 I1 S 0 41 41 20 S 0 45 45 15 S

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0 12 S core angle 80 0 12 S core angle 10 0 12 S core angle 10 0 12 S core angle 10 0 12 S core angle TO 0 12 S core angle 85 0 12 S core aogle 85 0 11 S core angle 80 0 12 S core angle 15 0 12 S core angle 15 0 12 S core angle 15 0 12 S core angle 15 0 11 S core angle 10 0 12 S core angle TO 0 12 S core angle 80 0 12 S core angle 15 0 12 S core angle 15 0 12 S core angle 11 0 12 S core angle 15 0 12 S 54 I4 S 0 12 S 54 14 S 0 1 2 s 54 1 4 s 0 12 S 54 14 S 0 12 S 48 I5 S 0 12 S 48 I5 S 0 12 S 48 I5 S o IZ s 48 15 s 0 12 S core angle 80 0 12 S core angle 80 0 72 S core angle 80 0 12 S core aogle 80

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S ~ C ~ I O Y 2140~ 11 8/92 SPPLE 110. 6eoLoc.Y ~ I O B 10 LEICTB SPPLE SAW ZONE 20111 t8ne oesieeo lraa BI corv in I nr rr I rr Areuse sv + rss sv + ASS aveadce ::*corn mn rvc ozlr veer r ~ c snir werles . e s ~ c aepoar

A Z I W U ~ B D I P AZIBUTB DIP ~ I O T B WIDTI PPI OZIMH OZIWU AV BIIUY rr I AT AU OZ/T BEBUM sv +ASS :OEITOII 10 c a / t o z ~ r o u numaea

SKQH PlQB

98.10 99.10 .1O 1.1 64 I core angle 61 .41 1

99.10 100.20 .1O 2.1 64 Y core angle 61 .I1 I

PlQB lKQB PlQB

111.10 112.10 1.00 2.1 64 Y core angle 10 .94 ,001 ,001 112.10 II2.60 .1O 2.1 64 8 care angle 10 -47 I12.60 111.60 1.00 2.1 64 U core angle 10 .94 .19 ,001 ,001

S1D91111-11 FlQB 121.21 121.11 .50 I 64 11 core angle 11 .48 ,001 ,001

S11091111-I8 SlQB 121.10 124.40 -10 1.1 64 H core angle 11 .68 1

SU091111-19 SZPW 129.00 119.10 .SO 1.1 64 U core angle 15 .48 1 SUD9lill-10 S2QH 129.10 110.00 .I0 1.1 64 11 core angle 15 .48 8

SYD91111-21 SZQB 110.10 111.00 ,1O 1.1 64 1 core angle 11 -48 189 ,011

S1091111-22 SlQB 116.90 111.40 .1O 1.5 64 B core angle 11 .I8 ,001 ,001

TIElCB 1190-1 to SCIO-1 51 8/91 SMPlE 10. EEOWIC! PllDH 70 LElGlE SMPLE SMP EOIIE EOlE TIDE DESIIlD HIM HI COlV PA I AT lA 1 AT AVEBdG8 W + ASS SV + ASS AVEEAGE GE'5iC01D laOH AVG 0211 PEE7 AVG CHIT HETKES A6 AC KEPOKT

AZIHDlE DIP AZlllUTI DIP #ID11 VIDTE PPB 02lMB OZIMII AV BL1Ul PA l AT AD 0217 REKUY SV + ASS :OZ/IOY TO CHI? OZlTOU MUWEEK ------------------ -----------------------------------------------------------------------.------------------- * ---------- * --------------------------------------------------------------------*------------------------ * ------------------- 1991 UTEYSIOM 1 SL904X-IIP PlQH 1.00 110 1 ,911 ,806 .006 .006 1 SL904X-I4P QV .I0 110 1 65 110s .49 .009 ,009 ,009 1 S19041-l5P PlQH 1.15 150 I 1.11 .53 ,001 .OOl ,001 1 ,006 6.56 .21 1.00

~19041-IP ~ I Q H .12 140 14 65 80s .IZ ,61 .OII ,011 ,011 o S19041-5P PZQH .80 140 2 .I9 .001 .001 ,001 I SL9041-IP QV .LO 140 I 1 65 110s .59 ,211 ,211 .211 1 S19041-6P P2QH 1.05 160 6 1.01 -61 .002 .002 .001 2 ,071 6.56 1.11 2.00

SL9041-10 lldD .T2 120 I1 ,TI ,005 ,005 .001 SL904X-8P PIQW .$I 120 20 .I5 .I1 ,001 ,001 ,001 I 519041-9P PlQii 1.10 120 11 1.10 .004 ,004 ,004 I SL904X-2P QV J O 110 0 50 10s .I1 ,261 ,261 ,161 2 ,064 6.56 1.19 1.00 SL9041-IOP KIQH .91 120 1 ,116 ,001 ,001 ,001

SL9011-llP PZQU 1.05 I l l 8 1.01 .I8 .001 ,001 ,001 1 SL904X-I0 QV .50 111 0 45 10s -41 ,225 ,225 ,225 1 SL9041-l2P P2QH 1.02 I l l I +95 ,001 .OOl ,001 2 .Or4 6.56 1.85 1.00

SL901X-16P PlQH 1.05 110 10 .91 ,011 ,011 ,011 1 119041-llP QV .I5 110 10 40 70s .48 .I19 ,119 ,119 1 S19041-LIP PIQH 1.05 110 10 .91 .61 ,004 ,004 ,004 2 ,091 6.56 1.19 2.00

S19041-19P SlQH ,80 140 2 .I1 .I1 ,002 ,001 .001 I S19041-1OP QV J O I40 1 50 65s .I1 ,229 ,219 ,129 1 SL9011-21P AIQH 1.20 140 I0 .911 .002 .002 ,002 2 .011 6.16 1.82 2.00

SL9041-22 PIQH 1.10 110 I5 .58 -45 .001 ,001 .OOl 1 SL904X-21P r2QH .I0 110 1 61 IOS .I1 ,019 ,019 ,019 1 L 9 0 - 2 QV .I2 110 I 40 50s .I4 ,401 ,401 ,403 1 SL9041-25P P2QH .a5 150 I0 -10 .OOT .001 .007 2 ,016 6.5) 1.61 2.00

I

1 SL904X-260 PIQH ,005 .005 1

1 . S L ~ O ~ X - Z I P QV ,061 ,061 ,061 1 519041-28P QV I2 1

I S1904X-29P PlQ ,004 04 2 ,089 6.56 1.01 2.00

Sl904X-lo! PIQH 1.05 I15 2 -97 -64 ,001 ,001 ,007 1 SL904I-IIP QV 3 0 115 2 45 61s .46

I .I20 ,120 .I20 1

SL9041-12P PlQH 1.10 115 10 ,90 .010 ,010 ,010 2 .080 6.56 2.14 2.00 i

-7 !Z: C ? L J ll L r - [Ci ,; I I L, r ' r--- - I 1 r--

C O R D I L L ~ A N ENGINEERING DIAMOND~DRILL RECORD

SECTION 71 4 n ~ EASTING 2139.95 DATE FINISHED JUL 12D. 1991 CORE SIZE NO ELEVATION 1658.14 CONTRACTOR LECLERC D. D. CORERECOVERY ROD: CORE STORED AT ELK RACK "B" BAY 1 LOGGED BY W. JAKUBOWSKI COMMENTS &Le SNO9I-75 waAuJ.M t o t e s t t h e down-dl! n r a d e V n e s B a n d C b e t w e e n h o l e s SND89-2 a n d -1,

R o t h z o n e s t e d a t t h e e x o e c t e d d e h s .

I I I PROPERTY ELK D D H SND91-75 PAGE 1 OF 3

AREA Slwash North Zone DIP -59.00 AZIMUTH (1) 0.0 DEPTH 122.53 m CLAIM ELK 21 NORTHING 3348.79 DATE STARTED JUL l l D , 1991

- r >

2 i-1 2 i? C 13 T2 C r 1 C_-1 r? i 3 i-3 C l i r J , -

1 3 1- -1

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE STARTED: DATE FINISHED:

CORE RECOVERY: - C O R E STORED AT:

c- -- 1 f- -1 - 7 [ ̂ j [ 7 [ - -

6,iL {Cj4 N~ EN G7-M ,Ed, E ? C _ i 1 K - J 1 ' 7 " I

I DIAMOND DRILL RECORD

DATE STARTED:

DATE FINISHED: CONTRACTOR:

CORE RECOVERY: - C O R E STORED AT:

DATE STARTED: DATE FINISHED:

ELEVATION: 1 6 5 5 . 5 1 CONTRACTOR: CORE RECOVERY: 100 .Oo%RQD: 100 . O O k O R E STORED AT: ELK RACK "B" BAY 1

7 - - , ..- --7 -- - 7 i l -- 7 . ,-- -~.>,

L L._-I C - 2 C:_7 L . 2 C--J I . 3 i7 iCi L..~-J - 2

DIAMOND DRILL RECORD I

CONTRACTOR: CORE RECOVERY: - C O R E STORED AT:

I

I

~ -~~ .-

1 r 1 r~-1 a e-2 c.-z2 c-I : I L__J i - z : I I , [I? E - J r - 1 r---x r--;2

I CORDILLERAN ENGINEERING I

DIAMOND DRILL RECORD

I

I ' I ~

TARTED: JUL 13N, 1991 DATE FINISHED: JUL 15D. 1991

R: LECLERC D.D.

- -- < - 7

r-- r-3 r - 1 + - 7 [ J [ T r r-- I - ' r > I I L-dRb,iLfRJ*d -gNkIiEkilNG I

DIAMOND DRILL RECORD I PROPERTY ELK

I COMMENTS I

D,D.H, SND91-77 PAGE * 0 F 2

AREA: DIP: AZIMUTH (1): DEPTH:

CLAIM: NORTHING: DATE STARTED: SECTION: EASTING: DATE FINISHED: CORE SIZE: ELEVATION: CONTRACTOR: CORE RECOVERY: - C O R E STORED AT: LOGGED BY:

I I I

TARTED: JUL 15D. 1991 DATE FINISHED: JUL 16D. 1991

ELEVATION: 1660.14 CONTRACTOR: LECLERC D. D. LOGGED BY; PAUL CONROY

COMMENTS: B o l e S N D 9 1 - 1 8 was d r i l l e d t o t e s t t h e c o n t i n u i t y o f t h e n i n e - r a l i z e d s t r u c t u r e d o w n d i p a f h o l e S N D 9 0 - 6 6 , O n e arain z o n e :

LOGY AND ASSAY R

7 - 3 1 !-- -7 r:? I C-2 e- clr: cl) cl? [:_I1 cz] . c--? c_7i C 1 [;I-I C-L L ~ ~ - - ,

! 1 I CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE FINISHED:

CONTRACTOR:

CORE RECOVERY: - C O R E STORED AT:

- 1 I C-1 i-) ~1 r 3 , 1 7 :'3 r-I ~2 I:, L J i A

DIAMOND DRILL RECORD

TART,,: JULY 16N, 1991 DATE FINISHED: JULY 17N. 1991

ELEVATION: 1658.16 CONTRACTOR: LECLERC D.D. LOGGED BY: PC/WJ

COMMENTS: Hole SND91-79 w a s d r i l l e d to test t h e c o n t i n u i t y of t h e m i n e r a l i z e d s t r u c t u r e d o w n d i p of h o l e SND90-61, T h e B z o n e w a s i n t e r s e c t e d at IS1.00~ c o n t a l n i n R

. . v i s i b l e gold. A length2,5 inch P V C p i p e w a s placed to r e p l a c e t h e casing.

DATE STARTED: DATE FINISHED:

CONTRACTOR: CORE RECOVERY: - C O R E STORED AT:

DATE FINISHED: CONTRACTOR:

CORE RECOVERY: CORE STORED AT:

r-7 L ' r - - : -3 7 - I I -3 r -I 1 c : ;3 i r - J I , c- I- -1 3

, ' ~ ~ R ~ I ~ L E R A N E&/N ~ R I ~ G ' DIAMOND DRILL RECORD

DATE FINISHED:

- C O R E STORED AT:

SURVEY DATA GEOLOGY AND ASSAY R

, r -, r~-l. [--; --; r -- -? ,--7 ,. I-- ~ -3 3 l - . - ~ . ~ i L - - ~ , -- i _i C-2 1.__~3 i J i 3 - I i---l L - -J

DIAMOND DRILL RECORD

DATE STARTED: JULY 20D- 1991 DATE FINISHED: JULY 21N. 1991

ELEVATION: 1656.80 CONTRACTOR: LECLERC D.D CORE RECOVERY: 96.37% RQD: 76.43% CORE STORED AT: ELK RACK "B" BAY 4 LOGGED BY: PC COMMENTS: B o l e SND91-81 w a s d r i l l e d t o c o n f i r m t h e c o n t i n u i t y of t h e ~ a i n s t r u c t u r e e n c o u n t e r e d i n h o l e SND90-67, A 2 m z o n e of i n t e n s e

~ h v l l i c a l t e r a t i o n w a s i n t e r s e c t e d at t h e e x p e c t e d depth. A l e n g t h o f 2 , 1 " P I C p l a s t i c p i p i n g w a s u s e d t o r e p l a c e t h e

r-: c- C-:I ~3 7 CA. 3 ;73 r 3 _ I - 1 [-I c-7 (-1 [ -1 [ 3 i - 7 {---? ;7

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

NORTHING:-

CONTRACTOR: CORE RECOVERY: - C O R E STORED AT:

SURVEY DATA

I t I ,

,- - r---+ .--~ - --=I -, - - - - 7

j C~--j iX.j C - 3 L-:J '-7 [:I:? 1'13 n~3 , , - 2 C__J I-- . -~ I . 1 .-i . -

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD ~ TARTED: JULY 22D, 1991

DATE FINISHED: JULY 24D. 1991 ELEVATION: CONTRACTOR: LEcLERC D. D.

LOGGED BY: WJ/PC COMMENTS: H o l e SN091-82 w a s d r i l l e d t o t e s t t h e d o w n d i p t-xtent of m i n e r a l i z a t i o n e n c o u n t e r e d i n h o l e SN090-69. A I6cn q u a r t z

v e i n w a s i n t e r s e c t e d n e a r t h e e x p e c t e d depth. A l e n g t h of 2 , 1 " P V C p l a s t i c p i p i n g w a s u s e d t a r e p l a c e t h e c a s i n g ,

SURVEY DATA GEOLOGY AND ASSAY R

r- 1 i-' C -1 'i - iZL r - 1 C? ;-1 r- ( - 1 i i ? L ? l-I; '7 r 7 C -3 [ L l - _ 3

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE STARTED DATE FINISHED

CONTRACTOR

CORERECOVERY C O R E STORED AT

i r i L-l G I CI7 L 3 17 C; C 1 ' 1 [ I L L J C - 2 i-I? CI! E 7 r ? I I] 3

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD ~

ELEVATION: LOGGED BY: PC

COMMENTS: Bole SND91-83 w a s d r i l l e d to test the c o n t i n u i t y and n r a d e a f m i n e r a l i z a t i o n s o u t h e a s t f r o m hole SND90-69, A 90cm zone of s t r o n ~ l v s e r i c i t i z e d v o l c a n i c s w a s i n t e r s e c t e d , A l e n g t h of 2 , 5 " P V C p l a s t i c o i o i n ~ w a s u s e d t o r e ~ l a c e t h e casing.

9 6 . 0 8 9 6 , 5 0 9 1 . 9 3

1 0 0 , 1 7 1 0 2 . 1 2

96 .50 9 1 . 9 3

I 0 0 , T I 1 0 1 . 1 2 1 0 2 . 9 7

0 , 4 2 1 . 4 3 2 , 8 4 1 , 9 5 0 . 2 5

~

9260 G D

P2CD PlCD PIGO

CONTD ~ ~ -

.--- , ; I -7 r 7 r 7

E J L J [__j ! j j- C r 7 I-- J I L I -? 2

, E ~ R ~ I ~ L ~ R A N ENGINEERING DIAMOND DRILL RECORD

CONTRACTOR: CORE RECOVERY: - C O R E STORED AT:

7 - - 7 r--1, [----I - ..

. I ? r-I] r:-1 r-: - ~12 C-7 :I [-~-:, . , TI-? C? i r s - 7 i~? I I---' '-~-' CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE STARTED DATE FINISHED

CONTRACTOR CORERECOVERY - C O R E STORED AT

I I I I I

1 I

-- r-I C-1 ~ 1 - 2 C- I El i ~ 1 - 1 i: C J L j r 7 r r 3 r-I J '1 r~ LIT '-1 I

CORDILLERAN ENGINEERING DIAM~ND DRILL RECORD

DATE STARTED: SECTION: 2400E EASTING: 2 3 9 8 . 5 4 DATE FINISHED: JULY 28N, 199 1

CONTRACTOR: LEcLERC D. D. LOGGED BY: PWC/WJ

COMMENTS: B o l e SND91-84 w a s d r i l l e d to test t h e d o w n d i p c o n t i n u i t y of ~ i n e r a l i z a t i o n e n c o u n t e r e d i n h o l e SND90-TI. T h r e e ~ i n e r a l i z e d zones. i n c l u d i n g q u a r t z v e i n s to lOcn thick, w e r e i n t e r s e c t e d , A l e n g t h o f 2.5" P V C plastic piping w a s u s e d t o r e p l a c e t h e

r_? G_i iLi E-j T I 1 r? '_I< c - 3 - 2 i - l [--I 11 El E l 1 C? 3 il i- 7 '-7

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

CORE RECOVERY: C O R E STORED AT:

L-1 x- EX [I c- 1 r- - - I i-:J ,~_i r_--: r 7 7 r:? [-7 E- r-7 1 1 -1 1 7

, CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE FINISHED:

CONTRACTOR: CORE RECOVERY: C O R E STORED AT:

- - 1 7

3 E L C 2 C7 ,- , , 1 C-7 i -- 1 1- 7 & - - il: C-I L 1 3 _ -d MRDILLERAN ENGINEERING DIAMOND DRILL RECORD ~ DATE FINISHED:

CORE RECOVERY: - C O R E STORED AT:

SURVEY DATA GEOLOGY AND ASSAY R

- -1 C-I I l l J EL i 1:-j , I i : I c 1 [ I CI i - 2 [--7 ~2 , ~2 7

I CORDILLERAN ENGINEERING DIAMOND DRILL RECORD '

DATE FINISHED: JULY 30N. 1991 ELEVATION: CONTRACTOR: LECLERC D D.

CORE RECOVERY: 91.93% RQD: 67.45% CORE STORED AT: ELK RACK "B" BAY 7 LOGGED BY: Paul Conroy

CI J C I C ? ~7 ~IIJ k: L : LJ [ _ - I - I r 1 r l r13 C J r-7 :I) LI ?L?:

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD PROPERTY ELK D D H SND91-85 PAGE OF 4

AREA DIP AZIMUTH (I) DEPTH CLAIM NORTHING DATE STARTED SECTION EASTING DATE FINISHED

CORE SIZE ELEVATION CONTRACTOR CORERECOVERY - C O R E STORED AT LOGGED BY

COMMENTS

SURVEY DATA GEOLOGY AND AqSAY R i & Q R ~ c s ; M I B K Depth DIP Rec % Az (I) From

103.10 1 1 4 , 8 4

Int

1 1 , 1 4 1.46

To

1 1 4 , 8 4 116.30

S G T W Geology

QH KZQM

A U 0 2 / t SarnpleNo A n 0 2 / t AU O Z / ~ A U p p b Ag 0 2 1 t AP, P p R

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE FINISHED:

CORE RECOVERY: C O R E STORED AT:

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE FINISHED: CONTRACTOR:

CORE RECOVERY: C O R E STORED AT:

- c - 1 1 7 CI r-3 1 1 ;_I i I I - : L-l i--; C 7 r-I - 1-7 CZ? L 3 Cl r - ' CDRDILLERAN--ENGINEERING DIAMOND DRILL RECORD

JULY 3 ID, 1991 SECTION: 2340E

,- r - 1 2 E 3 i L I Z iT-2 'C~Z rC_] c1~1 L.-J ~13 : ~ ~ 1 7 c . 2 r-r-3 r:~:] [:I; C--J [;:x ,.--, CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE FINISHED:

CORE RECOVERY: - C O R E STORED AT:

GEOLOGY AND ASGAY R

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE FINISHED:

CONTRACTOR: CORE RECOVERY: C O R E STORED AT:

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD i

DATE FINISHED CONTRACTOR

CORERECOVERY - C O R E STORED AT

ti, - a

~ JE I

r-1 -. 7- -1 - - ~ ~ ? r--? r---7 a L__, LI:; 2 CII l CIIIJ C13 C I l '13 C-_I1 L . 2 L A

[-~;x r ~ l r- --

CORDILLERAN ENGINEERING DIAMONDDRILL RECORD ~ DATE FINISHED

CORE RECOVERY C O R E STORED AT

90.01 90.12 90,IO 90.35 90.61

90,iZ 90.30 90.31 90.61 99.15

0,05 0.18 0,OI 0,26 8.54

qv F3QM

Qv S3QN PZQH

CONTD 1

- - -

DIAMOND DRILL RECORD

DATE FINISHED:

CORE RECOVERY: - C O R E STORED AT:

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD 1

DATE FINISHED: CONTRACTOR:

CORE RECOVERY: - C O R E STORED AT:

E-l i _ J '- i x CJ r 1 7 J C - I - 1 '-7 i - J c 7 13 L 1 1 -1 [ - I 1 ' 7 ! ?

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE STARTED: AUGUST 4 D , 199 1 SECTION: 2590E EASTING: 2589.85 DATE FINISHED: AUGUST 6D. 1991

ELEVATION: 1641.91 CONTRACTOR: LECLERC D. D. CORE RECOVERY: 94.87% - RQD: 75.68% CORE STORED AT: ELK RACK "B" BAY 9 LOGGED BY: PWC COMMENTS: B o l e S N D 9 1 - 8 8 w a s d r i l l e d t o t e s t t h e d o w n d i p c o n t i n u i t y o f m i n e r a l i z a t i o n e n c o u n t e r e d i n h o l e S 1 0 9 0 - 7 2 , O n e n a i o r

~ i n e r a l i z e d z o n e w i t h q u a r t z v e i n s t o lOcm t h i c k a n d c o n t a i n i n n v i s i b l e old w a s i n t e r s e c t e d , A l e n ~ t h o f 2,5' P V C p l a s t i c p i p e r e p l a c e d t h e casinn.

SURVEY DATA

E X EI i? L1 L ~7 T I L-J - i7 r? L-1 [--I 3 L 7 E~RDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE FINISHED CONTRACTOR

- C O R E STORED AT

SURVEY DATA

CONTD

150,08 150.34 151.12 I5I.UU

110.34 151.12 112.00 li9.41

0.26 1,38 0.28 7.41

K2QN PlQH sl qn PI QH

- r_i ~ - i LJ L ~1 C-I C-3 L-I L-I 1-1 1- :--7 C-i I-: LEI: r-11 L I L ? r-I

I

I

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD ~ DATE STARTED DATE FINISHED CONTRACTOR

CORERECOVERY - C O R E STORED AT

-- I 1 r - I 1

L1 EL-7 L7 E 7 :--I C11 I 1 1 1 - 1 , i ; :-I i-1 i , L r ? r11 n CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE STARTED: AUGUST 6D? 1991

SECTION: 2b40E EASTING: 2638 -87 DATE FINISHED: AUGUST 7N, 1991 ELEVATION: 1643.54 CONTRACTOR: LECLERC D.D.

CORE RECOVERY: 93 ' 76% -.!!!?!D: 74 .37%~~~~ STORED AT: ELK RACK "B" BAY 10 LOGGED BY: PWC cOMMENTS: H o l e SND91-89 w a s d r i l l e d t o t e s t t h e d o w n d i p c o n t i n u i t y o f m i n e r a l i z a t i o n e n c o u n t e r e d i n h o l e SND90-13. One m a j o r

m i n e r a l i z e d z o n e w i t h s e v e r a l q u a r t z v e i n s a v e r a g i n g I c n t h i c k w a s i n t e r s e c t e d , A l e n g t h o f 2.5" P V C p l a s t i c p i p e r e p l a c e d

SURVEY DATA

DATE STARTED: DATE FINISHED: CONTRACTOR:

CORE RECOVERY: C O R E STORED AT:

CONTRACTOR CORERECOVERY C O R E STORED AT

nnm 1)9 1 1 1

CLAIM: ELK 21 NORTHING: 3406.35 DATE STARTED: AUGUST 7N 7 1991 DATE FINISHED: AUGUST 8N. 1991

ELEVATION: 1650.97 CONTRACTOR: LECLERC D. D. CORE RECOVERY: 94.40% R Q D : 74.89% CORE STORED AT: ELK RACK "B1' BAY 10 . . . . LOGGED BY: PWC COMMENTS: R o l e SND9i-90 w a s d r i l l e d to test t h e downdiv w t l n u l t v of m i n e r a l r z a t l o n e n c o u n t e r e d i n h o l e SND90-53, T u o z o n e s o f

DATE STARTED: DATE FINISHED:

CONTRACTOR: CORE RECOVERY: C O R E STORED AT:

"",." 7b.15 Y ~ , Y O 9b,Y0

nnn . S G . ( 1 ,

" , " "

71,OO 9b .90 97.40

" ,"" 0.75 1.00 0,10

" , > .

0 . 1 2 0 . 9 9 0.49

9 0 - 1 70-8 9 0 - 9

COHTO 0.013

0 , 0 2 1 u . oo I

1,8

, il :I r-- -., -, v - . -7 !--~~7 - i - 1 BR Dy,.>, FCRRLL EN 6IEj &- c J J

E L 3 C~; i~:? :I :~: I 1 [I . I

1 DIAMOND DRILL RECORD !

CONTRACTOR:

CORE RECOVERY: C O R E STORED AT:

I I I I t I I

r -~ -. <- --, i-~~-' - rr~2 '---. r - . - - , r ~ - 1 .l

- r -1 r . - * - - ~ - LIJ ._--, C? L ~ ~ ~ . ~ - J L . i L 2 L- 2 i , I z 3 L~~ A C--_, [I:::: L.-~, L - i L C1-L; i ----- J i~ -,

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE STARTED:

SECTION: 2690E EASTING: 2689.02 DATE FINISHED: AUGUST 10D, 199 ELEVATION: 1648.56 CONTRACTOR: LECLERC D.D.

CORE RECOVERY: 94 ' sD: 73.10%~~~~ STORED AT: ELK RACK "B" BAY 11 LOGGED BY: COMMENTS: Aole SND91-91 u a s d r i l l e d to f u r t h e r test t h e c o n t i n u i t y o f m i n e r a l i z a t i o n e n c o u n t e r e d i n h o l e $ 1 0 9 0 - 5 3 . S e v e r a l z o n e s o f

n i n e r a l i z a t i o n i n c l u d i n g q u a r t z v e i n s to 4cm and one s t r i n g e r w i t h v i s i b l e g o l d w e r e i n t e r s e c t e d . A length o f 2 , 5 ' PVC p i p e replaced t h e c a s i n g ,

17 ,70 1 9 . 1 1 IY .3b 8 3 . i b 83.96 8 4 , 6 8

I U I . ) Z 104,32 104,14 105.04 105.94 IUb .2J IUb,bb I U I , ~

19.11 79 .3b (1J.56 83.9b 84.b8

1 , 4 1 0 .25 4.1U 0 , 4 0 0 . 7 1

P I Q H F3QH P I Q M K3QM A l Q H

8 4 P I QM K l QH P I QH K l QH PlQH KZQH P l Q H K2QH P i QM

104 .32 104.14 105.06 1 0 1 , 9 4 1Ub,23 1Ub.b) I U f . U Z 110.35

CONTO

2.80 0.42 0,3U 0,YU U . 2Y U.42 0 ,31 3,33

CI-3 . ' . . , > i r-. . , r---. ~, r - ~ ~ , -~-~ , -1 r - -.7 -, -~ - - 7 r -7 ---> 7, 11 3 i._-l L i Lp-~-, C - L I . i i . -. L J L - . i L J 1 . J CORDILLERAN- ENGINEERING DIAMOND DRILL RECORD I I

DATE FINISHED

CORERECOVERY C O R E STORED AT

151 .b f i 152.06 152 .31 1>1.Y11 156,112 1 b 4 , I U l b 4 . 6 1

nnm as IMI

152 .06 152.31 151.98 1 > 4 . Y 1 l b 4 . l U l b 4 , 4 Z l b b . 1 3

0.38 0.31 O . b l l , Y 4 4.18 0 , J Z 2,31

S J P M PlQH S3QH

ppp

PIP# QH A P QH

J

C O N T D

i-- f- 1 L - J c 2 IT c' r ' [-3 ; ? r 7 r-; I ? r ? r - 1 2 r-l [ ? r J CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

ELK PROPERTY D D H

SND91-9 1 PAGE

3 O F

3

AREA DIP AZIMUTH (1) DEPTH CLAIM NORTHING DATE STARTED SECTION EAST1 NG DATE FINISHED CORE SIZE ELEVATION CONTRACTOR CORE RECOVERY - C O R E STORED AT LOGGED BY COMMENTS

SURVEY DATA

Depth

GEOLOGY AND ASBAY R&QFRcs n ~ p , ~ From

74.35 15,35 15,85 18.95

IIO.80 ll1,80

DIP Az ( 1 ) To

1 1 .-,"" L O 15.35 15,85 11.15 79,45

111,80 113,OO

Int

o ",.- $17 1.00 0.50 1.30 0.50 l,OO 1,20

T W

n - , . at

0.99 0.49 1.29 0,48 0,99 1,19

Geology SarnpleNo

91-1 91-2 91-3 91-1 91-5 91-6 91-1

Rec % SG AU 0 Z / t

0.028

AU OZ/t AU O Z / ~

0,001

0.001 0,001 0.001 0.007

AU p p b 5 0

A g 0 2 / t l i g p p l

3.4

- '-~-3 C _ ~ ~ , 7 c ~ - - - l r--~- - C_ - 7, - - - 7 - r-7 .- -7 , i- -7 r--- ~-,, r . ~ - ~ -

i-_I coRDclCLERIAN - Nk,i$FilLG: L . . . i L I 1 . I . L L . J L - - J \-~..J '- ! ~ L - . - 1

DIAMOND DRILL RECORD

DATE STARTED DATE FINISHED

CONTRACTOR

CORE RECOVERY - C O R E STORED AT

SURVEY DATA

CONTD

1 2 7 . 3 2 127.57 127.84 I 1 Y . I U 129 ,91 130 .42 139.29 139 .59 140.93 141 .82 142.06 142 .52

1 4 1 , 0 6 154 ,73 m . 8 5

' 0.05 0.27 1 , 2 b 0 . 8 1 0 , 4 5 8.87 0.30 1 , 3 4 0,89 0.24 0 ,26 2 ,45 0 ".., 19

9.67 1 , 1 2 8 .31

127.57 121.84 119 .10 l l Y . Y 1 1 3 0 , 4 2 139.29 139 ,59 1 4 0 , 9 3 141 .82 142 .06 142 .32 1 4 4 , ~ ~ l A < . .+"" O h

154.13 1 5 3 , 8 5 166.16

Q v s 2 Q n K l Q M rJQM S3QH P l Q H K2QM p l Q H s2QH FKQH s2PH P l q n s 2 q H P I QM S3QH P I '8

,---- --1 r---i ,<-~... -, - ~ c;;-) CJ 1- 1 C -7 r - - 7 I-- - ! ;- ' 7 - 1 r - ~ ~ ~ - j J 1 C-'::! ? C~~TT] L . i , . . J 2

I CORDILLERAN ENG~'NEERING DIAMOND DRILL RECORD

DATE STARTED: DATE FINISHED:

CORE RECOVERY: C O R E STORED AT:

. r-~ ~ r,. . , ~ - - ) , -? -~ ~--, ,- ,/-, / - -, , ,v ' ~ 1 - IL1Il C~Il L.-~J 1 3 I. - 1 I c , , il:~? LC3 1 . i. - 1 . . 1 i -2

'CORDILLERAN ENGINEERIE DIAMOND DRILL RECORD PROPERTY D D H SND91-92

PAGE 4

OF 4

AREA DIP AZIMUTH (t) DEPTH CLAIM NORTHING DATE STARTED SECTION EASTING DATE FINISHED CORE SIZE ELEVATION CONTRACTOR

CORERECOVERY C O R E STORED AT LOGGED BY COMMENTS

SURVEY DATA

1 I I 1 1 --- "-

GEOLOGY AND ASFAY RkmyRcs F A N I B K

Az (1) Depth DIP From

130.50 139,OO 141.30 155,25 161,45 1 6 4 . 1 5 118.15

To

131.50 139,bO 142.30 155,15 161,95 166.65 119.15

T W

0.94 0.59 0,99 0.49 0,48 0 , 4 9 0.50

--

SampleNo

92-24 91-25 92-16 91-11 92-28 92-29 92-30 ---

Inl

1.00 0.60 1.00 0.50 0.50 0,50 0.50

Geology Rec % S G A U O Z / ~

- -

A U 0 2 / t

L

liu 0 2 / t 0.00 1

0.001 0.002

Au p p b

2 6

280 I1 19

Ag 0 2 / t Ag ppM

L , L I I I I ,I i J is 2 L i _ J

, 'CORDILLERAN ENGINEERING' DIAMOND DRILL RECORD - ELK SND91-93 1 PROPERTY D.D.H. PAGE OF 3

AREA: SIWASH NORTH AREA DIP: -64.5 AZlMUTH(1): 357.0 DEPTH: 136.25 m CLAIM: ELK NORTHING: 3250.20 DATE STARTED: AUGUST 12N, 199 SECTION- 1840E EASTING: 1837.09 DATE FINISHED: AUGUST 13N. 199 CORE SIZE: NQ ELEVATION: 1660.57 CONTRACTOR: LECLERC D D CORE RECOVERY: 94.24% RQD: 3 8 X C O R E STORED AT: ELK RACK "B" BAY 12 LOGGED BY: PWC COMMENTS: Hole SND9I-93 w a s drilled to f u r t h e r test t h e w e s t w a r d e x t e n t o f m i n e r a l i z a t i o n e n c o u n t e r e d i n h o l e s SND91-76 a n d - 1 7 , O n e

zone of n i n e r a l i z a t i o n i n c l u d i n ~ a 6 c m q u a r t z vein w a s intersected. T h e h o l e c a v e d o n refloval o f c a s i n g , a n d a l e n g t h of 2,s" P V C pipe m a r k s the c o l l a r l o c a t i o n o n l v ,

SURVEY DATA

10.19 23,81 13,62 G D ------ 23.81 24.88 1,07 K2GD

Depth

0.0 24.69 12.24

114,91

GEOLOGY AND A F A Y RC(?QPlqcs I F A I nI)K I From

0.00 3.05 5 - 1 1 8.82 9,09

DIP

-64.5 -62,8 -63.0 -63,O

Az (I)

357,O 4.5 4.0 1.0

To

3,05 5.18 8,82 9,09 10.19

Int.

3,05 2,13 3,64 0.27 1.10

T.W. Geology

CS 0 8

SampleNo.

- G D

P l G D G C

~ -

Rec.% S.G. A U O Z / ~ A U O E / ~ A U O Z / ~ A ~ p p b A g a z l t A g p p l

AREA: DIP: AZIMUTH (t): DEPTH: CLAIM: NORTHING: DATE STARTED: SECTION: EASTING: DATE FINISHED: CORE SIZE: ELEVATION: CONTRACTOR: CORE RECOVERY: - C O R E STORED AT: LOGGED BY: COMMENTS:

DDR . 85 - 111

---

102.90 102.Yb 103,b3 1Ub.ZU 101.20 IOY.3b 1 0 P . b l IIU,IU llU.31 110.87 11I.W 1 1 4 , 5 H

O.Ob 0,bl 2 , S l 1,DO 2,Ib 0 , Z S 0.4Y U , l I 0,511 0,91 2.76 0 .3Y

' 102.96 m, b3 10b,20 101.20 m,3b m , b l 110,IO I IU,J I 110.11 1 1 1 . 8 4 114.51 1 1 4 , Y I

p

11b.17 116,14 I l b ,W 111,511 III.Yb IIB.bl

GC S 3 G C

G C K 2 C C

G C K 3 G C S l GC

CONTD

Q V S S G C P I C C T T P

G C S 3 G C

C C SJGC

GC S Z G C

C C S 3 G C

llb,S4 Ilb,TB 111,58 ll1,Yb llb,b3 IlY.4b

--

0.37 0.24 0.10 0.311 U.bl 0 .83

7 r I f - , r ' ( - - ' ( ; , r - j r - - -1 1 r- -> (-1 C 7 t J

r - C' C' i-, c -

I CORDILLERAN E~GINEERING DIAMOND DRILL RECORD

DATE STARTED DATE FINISHED

CORE RECOVERY - C O R E STORED AT

0.003 0,001

I l Y . 4 U 1 2 5 . 1 5

--- ..

l l Y . Y U 1 2 4 . 2 5

0 . 5 U U . ) U

U . 4 3 U , 4 )

9 3 - l b 7 3 - 1 7

1 : 7 I 1-3 1-1 , i - j r - - - r 3 i -; I - C - 1 r-7 - MRfj,j , kdAh--kN"clNiE&lNG DIAMOND DRILL RECORD

CLK SNL)Yl - Y4 PROPERTY D D H PAGE 1

OF 3

AREA Siwash North Area ELK 20

DIP -64.0 34%fU?H7 (t)

357.5 DEPTH 185.01 m CLAIM NORTHING DATE STARTED AUGUST 14D, 199 SECTION 1840E EASTING 1836.15 DATE FINISHED AUGUST 15N, 199 CORE SIZE NQ ELEVATION 1664.04

, o D: 6 CONTRACTOR LECLERC D'D'

CORE RECOVERY 4 5 / RQ '.CORE STORED AT ELK RACK "B" BAY 13 LOGGED BY Bole SHD91-94 was irlllei to further test the contlnulty of lnlnerallzatlon encountered In hole SND91-93. One maior zone of

~lneralization lncludlng a 5cm and two lOcm quartz velns uereintersect~d, The hole caved on reaoval of casing, and a length of 2,5" PVC plpe narks the collar locatlon only.

SURVEY DATA

Depth

0.0 2b,b9 12.24

From

0.00 3.05

36.84 1 9 A 7 -,,., \ 6 .."

DIP -64.0 -62.1 -63.0

To

3.05 36.84 39.41 10.46

Int

3.01 33.19 2.63

30.99 Ib1.10 -65.0 6.5 70.46 11,90

71,90 72.31

Az (1)

311.5 3,s 4,5

1,44 0,45

0.62 1.11 0.31 3.04 2.53 3,80

4.10 3.19 0.21 1,43 4.91 0.33 4.12 0,bl

1,40 0 , 4 4 0,51 9,09 U, 18 4.15 O.bl 12.71

- -.- --

T W

PlAD P3AD PZCD P3AD

A D PJAD PZGD PlGD

G D PlGD

G D PI GD

AP PlGD

G D A P G D A P GD A P CD A P G D A P GD

K4CD PlGD

13.00 n , b 2 15,39 11.10 18,14 81,21 85.01 85.41 89.11 92.16 93.03 94.lb 99.37 9Y,70 103.82 10b,43 101,40 106,BO 107.14 107.15 116,84 III.l2 121.21 111.94

Geology

C S G D

PZGD C D

73,62 15.39 11.70 78,14 81,21 85.01 8 1 . 4 7 - r n 89.51 92,lb 93,03 94,4b Y9.37 99.10

103.82 104.43

IOb,8O 107,?.4 101,71 116.84 111,12 121.21 IZI.Y4 134.65

CONTD

S a m p l e N o

~ 0 . 6 5 - ~ ~ - ~ ~ ~ ~ ~ ~ - ~

GEOLOGY

Rec %

AND

S G

-

ASBAY

AU oZ/t RhC&l@Rcs

AU 02lt I A liU O Z / ~

I H I B K AU p p b

: Ag 02/t Ag p p I

- - , , [:, L---3 [ 1 , 1'- 1 6--1 '~ - r---1

EiTb Rb-~,L LH A!-~ .~E ,L-G~,N ER I NG .., L - ~ - , ;'y 1 ~ 3 2 1.1 r ! . 7 3 (1~3 c _ ~ _ l

DIAMOND DRILL RECORD I

PROPERTY ELK D D H SND91-94 PAGE 2 OF 3

AREA DIP AZIMUTH (1) DEPTH CLAIM NORTHING DATE STARTED SECTION EASTlNG DATE FINISHED

CORE SIZE ELEVATION CONTRACTOR CORERECOVERY - C O R E STORED AT LOGGED BY COMMENTS

SURVEY DATA

Depth

GEOLOGY AND ASFAY Rl&QpRcs F A H I B K DIP From

134.65 l44,69 145.58 148.06 152,40 153.33 153.61

Az (1) Int

10,04 0,89 2.48 4.34 0,93 0.28 0,51

TO

144,69 145.58 148.06 152.40 153.33 153.61 154.12

T W Geology

C D KlGD

GD PIGO S2GD PSGD PlCD

SarnpleNo Rec % S G A U O Z / ~ A U 0 2 l t

p--ppppp

A U 0 2 1 1 A U p p b

p p

b g o z / t Ag p p ~

-

i J I r r - 1 E l L-; C-) C I i 1-3 i 3 i - 1 Z-' - - - [_I 1-3 r 1 - 1 c - 3 '7 CORDILLERAN ENGINEERING DIAMOND DRILL RECO~D

PROPERTY ELK

D D H SND91-94

PAGE 3

0 F 3

AREA DIP AZIMUTH ( 1 ) DEPTH CLAIM NORTHING DATE STARTED SECTION EASTING DATE FINISHED CORE SIZE ELEVATION CONTRACTOR CORE RECOVERY - C O R E STORED AT LOGGED BY COMMENTS

SURVEY DATA

Depth

GEOLOGY A N D ASfjAY R&QBRcs F A 1 H I B K 1 From

111.20 111,66 ITB,4l 119.21 119,92 180.82 182.01

pppp

DIP Az (I) To

111.66 178.41 179,21 119.92 180,82 I82.01 185.01

Int

0.46 0.75 0,80 0.11 0,90 1,19 3.00

T W Geology

F3GC K2CC SlCC S4GC K3GC SkGC K2GC

Sample No

--pp-ppp

Rec % S G A U 0 2 / t AU 0 2 / t A U O Z / ~ A U p p b hg 0 2 / t Ag ppm

-. - -- --

1 r ; i--' -1 , 1 r - -1 - 7 '

' L1 r-7 C-' TLI i-7 ; I 1 f C - 7 J l i I

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE STARTED: SECTION: 1840E EASTING: 1831.22 DATE FINISHED: AUGUST 18N. 199

ELEVATION: 1654.74 CONTRACTOR: LECLERC D. D. CORE RECOVERY: 98.42% R Q D : 52.26% CORE STORED AT: ELK RACK "B" BAY 13 LOGGED BY: PWC COMMENTS: Aole SND91-91 w a s d r i l l e d to f u r t h e r test t h e c o n t i n u i t y of m i n e r a l i z a t i o n e n c o u n t e r e d i n hole SND91-94, Nuflerous z o n e s o f

s t r o n g a l t e r a t i o n w i t h q u a r t z v e i n i n g f r o m 2cm to lOca Mere i n t e r s e c t e d , A l e n g t h o f p l a s t i c v i o i n r , i n s e r t e d t o r e v l a c e t h e caslor, s e v e r a l feet d o u n t h e h o l e a n d is not r e t r i e v a b l e . C o l l a r z e 3 5 6 treeree.

- 1 CT-i rlZ7 , C.-, r -... - ~ - ( - - - - r---, r . - - - r - - -7 ICloRDlLLERA~.iNG,NEE~I~~~~3 i I I i L.-J (I:-: :I-.I C3 , .--. J L J [:~-3 i~Ci (.::I i J '

DIAMOND DRILL RECORD 1

DATE FINISHED:

CORE RECOVERY: - C O R E STORED AT:

AND ASGAY R

DATE FINISHED: CONTRACTOR:

CORE RECOVERY: - C O R E STORED AT:

-

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD i

DATE STARTED DATE FINISHED

CORE RECOVERY C O R E STORED AT

I

--- -

DATE FINISHED: ELEVATION: 1661.53

AND ASSAY R

ELK PROPERTY

AREA DIP AZIMUTH (t) DEPTH

CLAIM NORTHING DATE STARTED SECTION EAST1 NG DATE FINISHED CORE SIZE ELEVATION CONTRACTOR CORERECOVERY - C O R E STORED AT LOGGED BY COMMENTS

Depth

3R 85 IU

From

110.59 1 1 2 . 9 1 153 .69 1 5 9 , 4 8 161.07 1b3 .23 166 .82

178 .92 1 8 0 , l h lUb.9Y f B . 2 9 186 .82 1 R 7 - ,.. 7 2 1 8 8 . 5 9 1 8 9 . 0 1 190.18 IY3,OO 1 9 5 , 0 4 1 9 1 . 1 1 196.93 197.50 1 9 8 . n 1u(r;R6 1 0 2 . 4 b 1U1.12

1cn.ai 1 I U . I I 111.JU 1 1 2 , J l

SURVEY

DIP

---

---

DATA

Az (I)

-

GEOLOGY A N D ASSAY R I ~ f f l D c s I FA I M I B K I TO

152 ,91 11J,bY 159 .48 1 6 1 , O l 163.23 1 6 6 . 8 1 1 6 7 , 1 4

180 .14 1 8 4 . 9 9 185.29 1 8 6 . 8 1 187 .22

Int

1.3b U ,14 5.79 1.59 2 .16 3 , 5 9 0 .32

1.22 4.85 0 , 3 0 1.53 0.40

T W Geology

G U A V C D A V

XZPV GD AV G D

KIGD X2AV K l B R

AV XZAV

4 V

--

1 8 9 . 0 5 1 9 0 . 1 8 1 9 3 . 0 0 195 .04 193 .52 1Yb,Y3 1 9 1 , 5 0 1 9 8 , 1 9 100 .86 -~ m,1b 2 U i . 1 2 LUb,14

206.74ZOT,BJI.11 210 ,11 212.JU L l Z . J > 1 l b . b Y

! 5 A V K5GD P3GD K2GD

A V C R I P

P2AV SKAV K l G D PZGD S K A V

Sample No

--Tm-llA19211.18----[--

0 .46 1.13 2 . 8 2 2.04 0 .48 1 , 4 1 0 , 5 7 O.b9 2 .61

1,Zb 1 - 1 2

1 .92 l ,1j 0,U) 4 , 3 4

RIGD E c

S4GC bv

P I GC CONTD

Rec % SG O Z I L nu o 2 l r A U 0211 A l l ppD

-

R g 0 2 1 1

--

A g pp8

PROPERTY ELK D D H

SND91-96 PAGE 3 OF 4

AREA: DIP: AZIMUTH ( 1 ) : DEPTH: CLAIM: NORTHING: DATE STARTED: SECTION: EASTING: DATE FINISHED:

CORE SIZE: ELEVATION: CONTRACTOR: CORE RECOVERY: - C O R E STORED AT: LOGGED BY: COMMENTS:

r-I r11 r x 1:; C - J - 1 - 1 c x ~1 r-I r-I - r - I r I i-I ::--I CORDILLERAN ENGINEERING-' DIAMOND DRILL RECORD

DATE FINISHED:

CORE RECOVERY: - -CORE STORED AT:

I I I I I I I 1 I

DDR .85 - IU

v -1 rL r ~ 1 yoR6d ,~~A~;ENLGiNE-EkI~a~ C-j i - ~17 [I-: c-: i:: r-1 :lj 1-1 L 1 L ~ ~ - -

DIAMOND DRILL RECORD PROPERTY ELK D.D,H, SND91-97 PAGE O F 3

AREA: Siwash North Area DIP: -64.5 AZIMUTH (1): 35 7.5 DEPTH: 218.24 m CLAIM: ELK 21 NORTHING: 3185.77 DATE STARTED: AUGUST 2 I N , 199 SECTION: 21 40E EASTING: 2140.15 DATE FINISHED:- 23N, 199 CORE SIZE: No ELEVATION: 1653.51 CONTRACTOR: LECLERC D. D . CORE RECOVERY: 95.55% A D : 76.90% CORE STORED AT: ELK RACK "B" BAY 15

, . . . LOGGED BY: PWC C O M M E N T S : S ~ ~ nf i n V r ~ d i n h n i n SNn91-79. T u n z o n e s o f

, . . . a h 6 r ~ OIULIZ v p i n u i t h v i s h l e g a l d , u p r e i n f A AleRgth n f 2 . 5 " PVI: o l a s t i r n i o p u n s i ~ r t ~ d t n r p n l a r p t h ~ PIUP

r2 PI L--I [:-7 r -l C--7 C1I3 S? L- r? 7 i 1 i:-7 L 2 C - 1 1 3 L J CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE STARTED: DATE FINISHED: CONTRACTOR:

CORE RECOVERY: C O R E STORED AT:

1 1 nnn oc s t ,

r- 1 1 1 L 1 L r: 1 [-I , COR~ILLE'RAF~EN~I'NEERIN'G r -1 3 LT 7 iyI r-7

D~AMOND DRILL RECO'RD

DATE STARTED: DATE FINISHED:

CORE RECOVERY: - C O R E STORED AT:

DATE STARTED: DATE FINISHED:

-- - r-1 r~ 1 ~1 i ~1 ry ~1 rE3 I _1 L 1 L-I= >= r 7 I - -7 L-3 ,

I

, YOR~T~LLERAN ENGINEERING- DIAMOND DRILL RECORD ~ DATE FINISHED:

- C O R E STORED AT:

GEOLOGY AND ASSAY R

1 I

J L i J J - J 1 1 i _I L CORDILLERANENGINEERING DIAMOND DRILL RECORD

EASTING: 2089.53 DATE FINISHED:

ELEVATION: 1664.34 CONTRACTOR: LECLERC D.D. CORE RECOVERY: 97 . 5 7 % - RQD: 6 9 X C O R E goRED A ~ : ELK RACK "Bt' BAY 17 LOGGED BY: PWC COMMENTS: H o l e SND91-99 was d r i l l e d t o t e s t t h e c o n t i n u i t y a n d g r a d e of t h e " C " z o n e i n t e r s e c t e d i n h o l e SND90-13, S e v e r a l b a n d s o f

a l t e r a t i o n , w i t h q u a r t z v e i n s t o 1 3 c n t h i c k , w e r e i n t e r s e c t e d , A l e n g t h o f 2 . 5 " PVC p i p e was u s e d t o r e p l a c e t h e c a s i n g ,

- 3 - - - 7 r---7 - --, --., , - > .1 -> ,- -. i 7-7 i--Ill C 3

c--_J , c 1 [ i 1 L J I 2 . J i I 1 L ?

, MRDILLERAN ENGINEERING~ DIAMOND DRILL RECORD 1 DATE STARTED DATE FINISHED

CONTRACTOR CORERECOVERY - C O R E STORED AT

I I I I I I I I I I I I I

""0 j i oc 4 0 ,

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE STARTED: DATE FINISHED:

CORE RECOVERY: - C O R E STORED AT:

I I I I I I I I I I I I I I I 1 I I

DDR .85 - lU

- -- I--- r , -- r l r J f 1 r l l ' C I I- I _ , ; 3 -7 - r i i:; I 1 r J r l

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD PROPERTY

ELK D.D.H. SND91100

PAGE 2 O F

3

AREA: DIP: AZIMUTH (1): DEPTH: CLAIM: NORTHING: DATE STARTED:

SECTION: EASTING: DATE FINISHED:

CORE SIZE: ELEVATION: CONTRACTOR: CORE RECOVERY: - C O R E STORED AT: LOGGED BY: COMMENTS:

DATE FINISHED: CONTRACTOR:

CORE RECOVERY: - C O R E STORED AT:

I I ~~ 1 DDR - 85 - IU

DATE FINISHED: AUGUST 29D. 199

r ~ - ~ - ' r - . ~ ~ - ~ , ,.~ ----? - -, - - r <-,- -. CT? 1 r-! L2 r - - - - ' r - [I L - J [1-:713 i i L c I 1 L L ~ - - . J C:? I ~ ~ . L L . - J

I

, CORDILLERAN ENGINEERING DIAMOND DRILL RECORD 1

DATE FINISHED:

CORE RECOVERY: - C O R E STORED AT:

PROPERTY ELK

D D.H. SND91101 PAGE 3 OF 3

AREA: DIP: AZIMUTH (t): DEPTH:

CLAIM: NORTHING: DATE STARTED: SECTION: EASTING: DATE FINISHED:

CORE SIZE: ELEVATION: CONTRACTOR: CORE RECOVERY: C O R E STORED AT: LOGGED BY:

DDR 85 IU

[:-~? C_, C . - . . ,.- ~ .--, -- -. r.

CoRDICLERAN $Nk17hEWIN LG-d

, 1:-3 i13 C-J C-:I> C13 L~.~-~J - 3 C 3 C Z 1 C 3 DIAMOND DRILL RECORD

PROPERTY ELK D.D.H. SND91102 PAGE 1 O F 4

AREA: Siwash North Area DIP: -65.0 AZlMUTH(1): 0.75 DEPTH: 2 12-45 m CLAIM: ELK 21 NORTHING: 3091.74 DATE STARTED: AUGUST 2 9 ~ , 199 SECTION: 2440E EASTING: 2437.81 DATE FINISHED: AUGUST 3 ID. 199 CORE SIZE: NQ ELEVATION: 1630.47 CONTRACTOR: LECLERC D D. CORE RECOVERY: 96.67% R Q D : 75.92% CORE STORED AT: ELK RACK "B" BAY 18 LOGGED BY: PWC COMMENTS: B o l e S N D 9 1 - 1 0 2 w a s d r i l l e d t o test. t h e c o n t i n u i t y a n d g r a d e of n i n e r a l i z a t i o n i n t e r c e p t e d i n h o l e SND91-101. O n e m a i n

z o n e o f a l t e r a t i o n , i n c l u d i n g a I l e a q u a r t z v e i n w i t h 2 1 1 ~ v r i t e . w a s i n t e r s e c t e d , T h e h o l e c a v e d o n r e m o v a l o f c a s i n g . . . a n d U h of P V C plas- arks l o c w onlv.

CORE RECOVERY C O R E STORED AT

169.18 169.15 110,38

- 1 7 3 . 5 6 7 7 - 7 111.81

DDR 85 IU

169.15 110.38 113.5b

114,65

0,37 0.63 3,18

,31 0,78

--

G G K4QH PzQH -- K5QH K39M

CONTD

-- 7 ,- - - - @RDTL[k*h ENb,(EE-RINCG1 C 3

7 i 1 1 i - ' I- _J 6r~MiOkD~~RliL~ Ri30id

PROPERTY ELK D D H SND91102 PAGE OF

AREA DIP AZIMUTH (1) DEPTH CLAIM NORTHING DATESTARTED SECTION EASTING DATE FINISHED CORE SIZE ELEVATION CONTRACTOR CORE RECOVERY C O R E STORED AT LOGGED BY COMMENTS

I

' I

' 1

I

PROPERTY ELK

D D.H. SND91102

PAGE 4 OF 4 I AREA: DIP: AZIMUTH (t): DEPTH:

CLAIM: NORTHING: DATE STARTED: SECTION: EASTING: DATE FINISHED: CORE SIZE: ELEVATION: CONTRACTOR:

CORE RECOVERY: - C O R E STORED AT: LOGGED BY:

DATE FINISHED:

PROPERTY ELK

D.D.H. SND91103 PAGE 2

OF 2

AREA: DIP: AZIMUTH (I): DEPTH:

CLAIM: NORTHING: DATE STARTED: SECTION: EASTING: DATE FINISHED:

CORE SIZE: ELEVATION: CONTRACTOR:

CORE RECOVERY: - C O R E STORED AT: LOGGED BY: COMMENTS

SURVEY DATA

Deplh

GEOLOGY A N D ASBAY RQ$QI$Rcs F A ~ 1 1 ~ ; From

120.40 Dip Az (I) To

127,lO Int.

6.70 T.W. Geology

PI QH SampleNo. Rec. % ) S.G. ) A U O Z ) ~ I AU O Z / ~ I A U 0Zlt 1 A U p p b

I I I I I

Ag 02/t Ag p p R

DATE STARTED: SEPT 1991 DATE FINISHED: SEPT 2D. 1991

ELEVATION: CONTRACTOR: LEcLERC D D CORE RECOVERY: 9 2 + 28% A D : 47.34% CORE STORED AT: ELK RACK "B" BAY 20 LOGGED BY: PWC COMMENTS: B o l e SUD91-104 w a s d r i l l e d to test t h e c o n t i n u i t v a n d t r a d e o f m i n e r a l i z a t i o n i n t e r c e p t e d i n h o l e SND91-81, O n e z o n e o f

a l t e r a t i o n i n c l u d i n t a 6ci1 q u a r t z v e i n was intersected. H o s t o f t h e h o l e i n t e r s e c t e d t h e c e n t r a l n o r t h - s o u t h f a u l t

86,31 1 1 1.86 114,13 115,95 118,23

DDR - 85. IU

111.86 114,13 115,95 128.13 134.29

25.55 2.21 1,82

12,28 6,06

K2Qn SlqH K2qH P 4 A D szqn

CONTD

DATE STARTED: DATE FINISHED:

CORE RECOVERY: - C O R E STORED AT:

TARTED: SEPT 2N, 1991 DATE FINISHED: SEPT 3D. 1991

CORE SIZE: NO ELEVATION: CONTRACTOR: LF.CLERC D. D. 1634.76 CORE RECOVERY: 94.36% A D : 62.04% CORE STORED AT: ELK RACK "B" RAY 20 LOGGED BY: PWc

DDR - 85 - IU

- - - r.-.-; [-.. -., , - - , '? r ~ - ~ -1 ~7 c;;: c-1 , - 7 r 1 ' - - , S-l.1

t;U 6, ( ERA GNt; l~,q EERI LG--J - 1.11 L -~ ."I -. . [ I y I

D~AMORD' DRILL RECORD

DATE FINISHED: CONTRACTOR:

CORE RECOVERY: - C O R E STORED AT:

DDR - 85 - IU

DATE STARTED: DATE FINISHED.

CORE SIZE: NO CONTRACTOR:

C S FA I H I B K

1 I I . U l .+ 1 1 1 , 4 L I L Y , > J 1 1 , I I V lyB

L U f t l U

DOR - 8 5 . IU

r-- 1 r-- 7 ? - r r~ c (13 z-1 1 1 r - J C-11 [I-: C J C J C c I L- r i

CORW ~ L E R A N ENGINEERING DIAMOND DRILL RECORD' ELK b-ub

PROPERTY D.D.H. PAGE 2 OF j

I I

AREA DIP AZIMUTH (I) DEPTH CLAIM NORTHING DATE STARTED SECTION EASTING DATE FINISHED

CORE SIZE ELEVATION CONTRACTOR CORERECOVERY - C O R E STORED AT LOGGED BY COMMENTS

SURVEY DATA

i

Depth

-

GEOLOGY AND A S ~ A Y ~r~@Abcs I I* H I M I From

1 2 9 . 5 3 IJU,IU 1311.38 1 3 8 , 7 1

140,21 1 4 1 . U I

141,3b 141.91 I l b , 5 U l 4 b . 3 5 1111 1 L

--- --

DIP

---

U . 0 0 1 0 , U U I

0.002

O.OOh

0.001

0.001

Az (1) To

1 J U . 4 0 n u . 3 ~ 1 3 8 . 7 7 1 4 U . 2 1 m0.74

-

I P 1 . J b

141,Yl 146,50 1 4 b , S 5 1111.3b 1 4 ' 1 I l h

T--

23 62

Y b . 3 5 1 8 1 . 1 3 IU11,I) l U 8 . 7 5 1 U Y , Z 3

109,80 110.30 111.55 112.85 113,50 138,40 140,25 145,30 146.30

Int 0,117 8 . 1 8 0 . 1 9 I ,)O

U , J >

0 , 3 b 4.59 U,US 1,111 1 111

Y l , 3 ) 1Ui i .13 I U I I . 1 )

l u Y , l 5 IOY,(IU

110.30 111.55 112,85 113,50 114,50 138.90 140.15 146.30 146,80

I .UU I .UU U, bU T T

U.S5

0.50 1.25 1.30 0.65 1,OO 0.50 0.50 1.00 0.50

Y. I b . b

34,8

4,8

2.1

T W

-

I

~

I

U . Y b U , Y 8 U.3Y

0.34

Geology

K Z Q M ~ l y n rKQH P I Q N

-mjl Y l y l K l urn PlQH

P V KZqM V l l l Y

I U b - J 1 U b - l I U b - 5 1 U b - b

106-1

U.U(t4 U . U I I

Sample No

1,231 ----

0,036

0.011

0,49 1.23 1.21 0,64 0.98 0.41 0.41 1.00 0.50

Rec %

106-9 106-10 106-11 106-12 106-13 106-14 106-15 106-16 C O N T D

SG " U D Z l

-----

AU O Z I t AU OZlt A U p p b ~ g 0 2 i t ~g p p n

r-7 c -, r-' r 1 C I ' ~ C - 7 i C- : 1 ( 1 r 1 C--J i-: i--l - 1 [ I r~~ --I - 7

CORDILLER~N ENGINEERING DIAMOND DRILL RECORD

DATE STARTED:

DATE FINISHED:

CORE RECOVERY: C O R E STORED AT:

~ ' 7 J C 3 i-i t 1 i - 3 C 1 ,. 3 i-, FOR~LLERAN ENGINEERING C-Z P I 3 i--3 L l J 1 - J C-3 I (13 -7

DIAMOND DRILL RECORD PROPERTY GLn D.D.H. SNUYllUl

PAGE 1 O F 3

AREA: S i w a s h N o r t h A r e a DIP: -65 .0 AZIMUTH (t): 0 DEPTH: 2 6 1 . 2 1 m CLAIM: ELK ? I NORTHING: 3 1 4 8 . 3 3 DATE STARTED: SEPT 4N9 1 9 9 1 SECTION: 2 1 4 0 E EASTING: 2 1 4 0 . 8 4 DATE FINISHED: SEPT 7D. 1 9 9 1 CORE SIZE: NQ ELEVATION: 1 6 5 1 . 9 4 CONTRACTOR: LECLERC D. D. CORE RECOVERY: 9 7 . 9 7 % ROD: 7 8 X C O R E STORED AT: E L K RACK "B" BAY 2 1 LOGGED BY: PWC COMMENTS: Aole SNO9I-101 was d r i l l e d t o f u r t h e r t e s t t h e c o n t i n u i t y of h i g h - g r a d e g o l d n i n e r a l i z a t i o n i n t e r s e c t e d in h o l e SND91-91.

Two ~ a i n z o n e s of a l t e r a t i o n , b o t h c o n t a i n i n g v i s i b l e g o l d a n d w i t h q u a r t z v e i n s t o 21cm, w e r e i n t e r s e c t e d . A l e n g t h o f 2,5" PVC p l a s t i c p i p e was i n s e r t e d t o r e p l a c e t h e c a s i n g .

- 1 iz 1 r C-- I r-1 r13 L ? i i , : C : i 7 ; 1 r - - 1 i---, , -2 ;-I 7 r - 2

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE FINISHED: CONTRACTOR:

CORE RECOVERY: - C O R E STORED AT:

SURVEY DATA GEOLOGY AND ASSAY R

r 7 ri J - c-2, - 1 r7 f - 7 - - 7 r - 1 - 1 7 t--7 r 7 I 7 I r 7 A

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD PROPERTY

ELK D.D.H. SND91107

PAGE 3 OF 3

AREA: DIP: AZIMUTH (t): DEPTH:

CLAIM: NORTHING: DATE STARTED: SECTION: EASTING: DATE FINISHED:

CORE SIZE: ELEVATION: CONTRACTOR: CORE RECOVERY: - C O R E STORED AT: LOGGED BY:

NORTHING: 3199.88 DATE STARTED: S E P T 7D, 1991 EASTING: 2090.39 DATE FINISHED: S E P T 8N. 1991

CORE SIZE: NO ELEVATION: 1655.49 CONTRACTOR: LECLERC D. D. CORE RECOVERY: 97.84% A D : 81.45% CORE STORED AT: ELK RACK "B" BAY 22 LOGGED BY: PWC

SN091-91. O n u t a i u o n e o f a- veins to 24cm

- - r 3 u 1 11 L - I C I C-3 - I 1 r:i I : I--] 1-3 - 1 1-2 1 1x1 CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

PROPERTY ELK D.D.H. SND91108

PAGE 2 OF

3

AREA: DIP: AZIMUTH (t): DEPTH: CLAIM: NORTHING: DATE STARTED: SECTION: EAST1 NG: DATE FINISHED:

CORE SIZE: ELEVATION: CONTRACTOR: CORE RECOVERY: - C O R E STORED AT: LOGGED BY:

[ COMMENTS: I

173.50 174.00 0.50 0.45 ' 1 0 8 - 1 0

0.376 182 ,85 183.85

0,020 0 .001

n--

CONTD

183.85 184.35 27,O

1 0 8 - 1 1 1 0 8 - 1 2

1.00 0 . 5 0

0,78 0 .39

DATE FINISHED

CORE RECOVERY - C O R E STORED AT

nno oc ,, t

-

r 1 1 r-I ~1 -7 r - - 1 j C-1 c 1 C - I : - - r i r 1 1 7

L I L ) , r-_r :-3 - I - 1

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

SECTION: 2090E DATE FINISHED:

ELEVATION: 1 6 5 0 . 3 3 CORE RECOVERY: 97.25% - RQD: 7 5 ~ C o R E S T O R E D A T : ELK RACK "B" BAY 23 LOGGED BY: PWC/WJJ c o M M E N ~ s : Role SND91-109 w a s d r i l l e d to test t h e g r a d e a n d c o n t i n u i t y o f w i n e r a l i z a t i o n i n t e r s e c t e d i n h o l e SND9I-108, and t h e w e s t w a r d

extent of high-grade m i n e r a l i z a t i o n in hole SND91-91. O n e z o n e o f a l t e r a t i o n i n c l u d i n g a lOcm q u a r t z v e i n w a s intersected. A length a f 2.5" PVC plastic p i p e w a s i n s e r t e d t o r e p l a c e t h e casing.

105.63 118.09 119,9b 120.13 120.24

nnn-Rq.lbl

118.09 119.94 120.13 120.24 120.31

12.46 1.85 0.19 0.11-r 0.01

-

G D PlGD

-- 14GD TAD

Qv CONTD

PROPERTY ELK D.D.H. SND91109 PAGE * OF 3

AREA:

CLAIM: DATE STARTED: SECTION: DATE FINISHED: CORE SIZE: CONTRACTOR: CORE RECOVERY: - C O R E STORED AT:

~ " R ~ ~ L i ~ l A A A Z ~ N ~ ( N E ~ ~ I ~ G 7 L! - 1 El L? C-1 1-7 1-7 1-71 C l i L - 1 1

DIAMOND DRILL RECORD I

DATE FINISHED:

CONTRACTOR:

CORE RECOVERY: - C O R E STORED AT:

i-i r7 J r l i: 1 ?1-3 i LL EI=; -1 [- r- L- -1 r -7 ,

I k i o ~ ~ - Z ~ ~ ~ ~ ~ ENGINEERING DIAMOND DRILL RECORD

DATE STARTED: EASTING: 2738.36 DATE FINISHED:

CORE SIZE: NO ELEVATION: 1647.59 CONTRACTOR: CORE RECOVERY: 96.84% &D: 7 3.70% CORE STORED AT: ELK RACK "B" BAY 24

DDR - 85. IU

DATE FINISHED: CONTRACTOR:

CORE RECOVERY: C O R E STORED AT:

DDR .85. IU

DATE FINISHED:

CORE RECOVERY: - C O R E STORED AT:

r-1 - j i-3 r-, El:] r j i? r- I_- - ! -- ,- L ~ ~ J -7 r - 1 C L-~TJ C_~13 C - 9 I J (--I ;-.-; 3

CORDILLERAN ENGINEERING DIAMOND DRILL RECORD

DATE FINISHED: CONTRACTOR:

CORE RECOVERY: CORE STORED AT:

,

APPENDIX "D"

W A T E R Q U A L I T Y S A M P L E R E S U L T S

SENT BY : ASL LABS Ti U

ClXEMIC2LL ANALYSIS REPORT

ASL Pile No. 8842B

R e p o r t On: Water Analyeie (Elk Project)

Report To: Cordilleran Engineering Ltd. P.O. Box 159 cc: M r . Bob Hallam Westbank, BC VOH 2H0 ccr Pairfield Kinerala Ltd

1980-1055 U. Hastings Attention: Mr. W. Jakobowski Vancouver, BC, V6E 2E9

Att'n: Mr. J. W. Stollery

Date Received: Oct. 18, 1991

These analyses are carried out 1n accordance with procedures described in "Standard Hethods for the Examination of Water and Waetewater" 17th Ed. published by the American Public Health Association, 1989. Further detail# are available on request.

ASL ANALYTICAL SERVICE LABORATORIES LTD.

Brent A. Hakelki B . S c , Project Chemist

B a r b a r a Szczachor B.Sc. Supervisor, Water Quality Lab

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i? I I L1

P RESULTS OF AmLYSLS - Wa- L;

P i l e Mo. 8842B Page 2

S i w ~ h 8-h flpper S h h BivaBh tplce Lake SLtrab Creelr s1wiVe Inlet Outlet met octl4/91 Oot14/91 0ct15/91 Oct15/91 ~ 1 ! i / 9 1

PhveLcal T e e t s Conductivity umhos/cm Total D i 8 ~ l v e d Solidrr Bardneee CaC03

pH Total suspended sol ids

Turbidity NTU

Dissolved Anions Alka lh i ty cAc03 Sulphate 504

HutrLente Amonia Nitrogen I Nitrake Nitrogen 1Q

H i t r i t e Nitrogen bl ortho-Phosphate P Total Dissolved Phoephate P

Total Phosphorue P

Cpanidem Total Cyanide C#

31.0 2 1 9.89 6.97 1

0.80

14.3 c1.0

<O. 005 so. 005 0.001 0.002 0.024

0.053

0.009

< = Leee than I Roaultn are expreeeed arr rnilligramrr per l i t r o except for pH, Conductivity (uol)too/crp), and w b i d i t y (mu).

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P i l e No. 88428 Page 3 I RESULTS OF A?UiLYSIS - Water

Sivaah 8ivamh Vpper Siuanh Siwaah Ida Lab0 Biua~h C r u & P1Palm Inlet O u t l e t Creek W e p t omir/gi o ~ t 1 4 / 9 1 octi5/9i 0oti5/91 0 c t ~ 5 / 9 i

Total Xetaln Aluminum T-A1 Antimony T-8b Meenic T-A0 Barium T-Ba C a & i ~ m T-Cd

copper T-Cu Xron T-Fe Lead T-Pb ~ e r c u r y T - W Xalybdenurn T-Eco

Nickel T-Mi S e l e n i u m T-Se Silver T-Ag Z i n c T-Zn

Dieeologd Ketale Aluminum D-A1 Antimony D-Sb Arsenic D-Ae B a t i ~ D-Ba Cadmium D-W

Calcium D-Ca CoPpar D-Cu Iron D-Be Load D-Pb Xagneeium D - ~ g

Molybdenum D-no niakel D-Ni Selenium D-Se sl lvet D-Ag Zinc D-Zn

< - Lee8 than ~ Relrults are expremised ae milligrame per litre.

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aBSULTS OF AULYSIS - W a t e r P i l e No. 88428 Page 4

S i w h lllkhart IClnmi~a - aahla creek creek 0ct15/91 0et15/91 OCt15/91 Octl5/91

Phveical Te*E Conduct i r i t y umhoa/cm Total Dinnolved Solide liardneee CaC03

PH Total Suspended Sol ids

Turbidity #TU

piemlved hnicqg! Alkal in i ty C a m 3 Sulphate SO4

Ptrtrient s AmDonia Nitrogen Hitrate Nitrogen N i t r i t e Nitrogen ortho-Phosphate Total Diesolved Phonphate

Total Phoephorue

Cwaidee Total Cyanide

< - Lee8 than Reeulte are expressed a8 milligramo per l i t r e except for pH, Conductivity (umhoe/cm), and Turbidity (Hlp).

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F i l e HO. 88428 Page 5

Total Metale Alumhum T-A1 Antimony T-Sb Arsenic T-A# B a r i u m T-Ba Cadmium T-Cd

Copper T-Cu Iran T-Po Lead T-Pb WPrcury T-Hg Molybdenum T-Uo

0.001 0.280 <0.001 CO. 00005 CO. 001

0,002 0.753 40.001 <O. 00005 co. 001

Nickel T-Ni Selenium T-Se S i l v e r T-Ag ginc T-Zn

co. 001 go. 0005 <0.0001 <o. 005

<o. 001 <O. 0005 CO. 0001 0.005

D i e e a l v e d W a l e Aluminum D-A1 Aatkwny p-Sb Armenia D-As B a r i u m D-Ba Cadmium D-cd

0.005 co. 0001 0.0002 0.027 co. 0002

0.009 co. 0001 0.0006 0.018 40.0002

Calcium D-Ca capper D - a l Iron D-Pe Lead D-Pb Magneeium a-ng

Xolybdenum D-llo N i c k e l P-Hi Selenium D-Be Sllver D-Ag rinc D-Zn

Reeulte are expreeeed a@ I r i l l L g r a n n per litre.

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REmTS OF ~ Y S I S - W a t e r F i l e Ho. 8842B Page 6 1

Cold -P

Phvaical Teete Conduativity umhoe/cm Total Dieeolved Solid6 a a r ~ e e r r cam3 pa Total Suepended dolidm

Turbidity NTU 3.90 0.70

DZesolved Anions Alkalinity Cam3 Sulphate SO4

Butrientq Ammnia Nitrogen I 0.011 c0. 005 N i t r a t e Nitrogen N <O. 005 <O. 005 Hitrite Nitrogen PI <0.001 0.002 ortho-Phosphate P 0.013 0.004 Total Diaeolved Phoephate P 0.015 0.011

Total Phoephorua P 0.338 0.064

Cmanidea T o t a l Cyanide QO

< =, Lese than Reeultn are expreeaed am milllgrnme per l i t r e mxcept for pa, Conductivity (umhoe/om), and Turbidity (Nm).

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RESULTS OF AMLYSIS - Water P i l e NO. 88428 Page 7

-a1 Netalm Aluminum T-A1 Antimony T-Sb hteenio T-he Barium T-Ba Cadmium T-Cd

Copper T-Cu Iron T-Be Lead T-Pb Hercury T-Hg Walybdenum T-Hd

N i c k e l T-NI S e l e n i u m T-Se Silver T-W 5inc T-en

Dieeolved Metale Aluminum D-A1 Anthony D-Sb k e e n LC D-he Barium D-Ba Cadmium D-Cd

C a l c i u m D-Ca CQPPar D-Cu X ton D-Ye Lead D - ~ b h g n e e i u m D-Hg

Molybdenum D-Xo l i c k e l D-Ni S e l e n i u m D-Se Silver D-ZLQ x i n c D-Zn

0.120 0.062 <0.0001 <0.0001 0.0020 0.0002 0.012 0. Old <0.0002 4 . 0 0 0 2

< = Leee than Raeulte are a x p r e e n e d as m i l l l g r a m n per litre.

Edd of Report