ashcroft project mineral assessment report 1992 …

LOG NO: ACTION.

FILE NO:

ASHCROFT PROJECT

MINERAL ASSESSMENT REPORT 1992

PART I: REPORT

G E O L O G I 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

BYSl & 2 Mineral Claims Kamloops Mining Division

Lat. 50°45' Lat. 121'10' NTS 92-1/11, 92-I/14

Owner: Clifton Associates Ltd. Operator: CP Rail Author: Wade K. Husak, P.Eng. Date: June 22, 1993

PART.LOF&

Ashcroft Project Page I

EXECUTIVE SUMMARY

In 1990, a search was initiated for a possible quarry in the south-central British Columbia region.

Reconnaissance level investigations in 1990 and 1991 identified two areas which had the potential

material quality and reserves for the development of a long term quarry. A site east of the town of

Ashcroft, British Columbia at Mile 42 on the Thompson Subdivision (Ashcroft Site) was selected for

further investigation. The Ashcroft site consists of a broad ridge of rock which rises from 350 m to

550 m above track level. The ridge consists of three relatively flat benches separated by steep

slopes. Work a t the site in 1992 entailed geological surface and subsurface investigation

The site is located Crown Land. Mineral claims were staked over the site in July 1991. Surface

rights over the eastern half of the ridge are held by a local cattle ranching operation. CP Rail has

acquired a temporary permit for the surface rights over the western half of the ridge.

A control survey and a local reference grid was established over the site. Geological mapping at a

scale of 1:lOOO was conducted. Aerial photographs at 1:20 000 and 1:10 000 scale were taken over

the site and were used along with the control survey information to generate 1:5000 and 1: lOOO

digital topographic mapping.

A total of nine BQ sized diamond drill holes and three HQ sized diamond drill holes were drilled at

various locations on the site. The core from these holes was geologically and geotechnically logged.

Piezometers were installed in each of the HQ drill holes to measure the water levels and

groundwater gradient a t the site. Bulk samples were collected from the HQ core and from four

blast trenches on the site. Overburden test pitting was conducted over two overburden filled trough

on the site to establish depth to bedrock a t these locations.

k h c r o f i Project .Page 2

Physical testing on the bulk samples was conducted in accordance with CP Rail's Specification for

Ballast. Petrographic analysis of each bulk sample was also documented as well as analysis of 31

thin sections collected from drill core and surface hand samples.

5.0

The Ashcroft site is situated in the Thompson Plateau. The glacial geology of the region consists

primarily of an undulating blanket of till. Over some ridges the till is thin and discontinuous, while

over the rest of the region the till tends to be 2 - 10 metres thick. Postglacial fluvial sediments

occur within the Thompson River Valley.

The bedrock geology of the region is dominated by the Guichon Creek Batholith, a 60 km by 25 km

oval shaped body of igneous rock. This batholith is made up of a number of intrusions which range

in composition from diorite to granodiorite. Flanking the batholith to the north and east are

volcanic and sedimentary rocks which are thought to be coeval with the Guichon Creek intrusions.

Flanking the batholith to the west and south are younger sediments and volcanics. Overlying the

northern third of the batholith are Eocene basalts.

The geomorphology of the site is characterized by bedrock outcrop which, in places, is covered by a

thin veneer of glacial till. Steep slopes are primarily rock outcrop which is covered, in places, by

colluvium and talus. Gravelly material occurs within the Thompson River Valley and rises 50 to

100 m above the river. East-west trending overburden filled troughs occur a t the base of the 800

and 700 levels.

Ashcroft Project Page 3

Tine geology of the Ashcroft site consists of a roughly north-south trending intrusion which is

flanked by volcanics and sediments. The intrusion consists primarily of medium grained diorite or

quartz diorite with small zones of tine grained diorite. Contacts between the units tend to be

gradational suggesting the ridge is composed of a number of intrusions. The flanking rocks range

from subvolcanic intrusions to extrusive flows and pyroclastics to a quartzite sediment. Late stage

intrusions encountered at the site include a granodiorite stock east of the main intrusion, quartz

feldspar porphyry intrusions and dykes, granitic intrusions and magnetite rich andesite dykes.

Investigations along the western contact between the intrusion and the volcanics and sediments

revealed conflicting information on the attitude of the contact. Exposure along the eastern contact

is poor and no attitude measurements could be obtained.

The surface mapping and drilling programs defined a number of fault zones at the site. The most

prominent are three which strike approximately east-west on the 700,800 and 900 levels. Drill core

intersections found significant zones of alteration associated with the faults. Smaller north-south

trending faults were also observed but could only be traced for a limited extent. The prominent

north-south gullies on either side of the intrusion may also be fault zones, however, no definitive

data was observed.

The seven bulk samples collected this year plus one sample collected last year returned an average

abrasion number of 19.1 for the diorite/quartz diorite. Petrographic analysis has determined the

material will produce a very hard and tough material. Zones of alteration surrounding the fault

zones may be a concern if the zones are large enough to degrade the material during mining

operations.


The diorite of the Ashcroft site has the potential to make a very hard and tough material.

Geological reserves are preliminary estimated to last approximately 50 years. It is recommended

that:

. a detailed drilling program be carried out over the 900 to 800 block to establish

bulk samples be collected from alteration zones to determine the quality of this

proven reserves and the presence of any deleterious alteration within the block. . material.


EXECUTIVE SUMMARY

TABLE OF CONTENTS

LIST OF TABLES

LIST OF FIGURES

LIST OF DRAWINGS

LIST OF APPENDICES

1.0

2.0

3.0

4.0

5.0

INTRODUCTION

LAND STATUS

FIELD INVESTIGATION 3.1 Control Survey 3.2 Topographic Mapping 3.3 Geological Mapping 3.4 Diamond Drilling 3.5 Piezometer Installation 3.6 Bulk Sampling 3.7 Overburden Test Pitting

LABORATORY INVESTIGATION 4.1 Visual Petrographic Analysis 4.2 Physical Testing 4.3 Thin Section Analysis

REGIONAL SEWING 5.1 Surficial Geology and Geomorphology 5.2 Geology 5.3 Climate

1

5

7

8

9

10

11

13

17 17 17 17 18 18 19

20 20 21

21 26 30

Ashcroft Project P a y 6

6.0 PHYSICAL ENVIRONMENT 6.1 Geomorphology 6.2 Geology

6.2.1 Lithological Units 6.2.2 Western Contact Zone 6.2.3 Eastern Contact Zone 6.2.4 Faults and Lineaments 6.2.5 Rock Mass Characterization 6.2.6 Interpreted Geological History

6.3 Hydrogeology

7.0 ROCKQUALITY

8.0 CONCLUSIONS

9.0 RECOMMENDATIONS

10.0 REFERENCES

ITEMIZED COST STATEMENT

STATEMENT OF QUALIFICATIONS

30 31 31 33 34 35 31 38 39

39

40

4G

41

42

44

Ashcmft Project Page 7

Table 3.1

Table 3.2

Table 4.1

Table 6.1

Diamond Drill Hole Summary

Test Pit Summary

Physical Testing Summary

Drill Hole Recovery and RQD Summary

18

19

21

38

Asncrafl Project Page 8

Figure 1.0

Figure 2.1

Figure 2.2

Figure 5.1

Figure 5.2

Location Map

Surface Rights Entitlement Map

Mineral Rights Entitlement Map

Surficial Geology and Geomorphology

Regional Geology

12

14

16

23

27


--

SITE PLAN 15000

GEOMORPHOLOGY 15000

GEOLOGY 1:ZOOO

CROSS SECTIONS A-A TO D-D' 1:2000

CROSS SECTIONS E-E" TO G-G 1:ZOOO

OVERBURDEN THICKNESS ISOPACHS 1:ZOOO

G545 - 3001

G545 - : 002

G545 - 3003

G545 - 3004

G545 - 3005

G545 - 3006

khcmft Project Page 10 - Appendix A - Diamond Drill Hole Logs and Piezometer Details

Appendix B - Test Pit Logs

Appendix C - Bulk Sample Petrographic Analysis

Appendix D - Ballast Test Results

Appendix E -Thin Section Analysis

khcrofl Project Page 11

Clifton Associates Ltd. conducted a roadcut reconnaissance investigation in the central and western

portions of British Columbia, in July 1990. The goal of this work was to locate a source of rock for

the eventual establishment of a high quality aggregate quarry. The study identified several broad

geologic targets that were recommended for further investigation. These are:

. Tappen granite; from Miles 66 - 70, Shuswap Subdivision.

Notch Hill granite; from Miles 73 - 76, Shuswap Subdivision.

Chase granodiorite and quartzite; from Miles 94 - 107, Shuswap Subdivision.

Iron Mask Batholith and Cherry Bluff Member; from Miles 5-15, Thompson

Central and western facies of the Nicola Group volcanics and marginal intrusives of

Quartzo-feldspathic marginal rocks of the Mount Lytton Complex; from Miles 85-90,

Spences Bridge Group and marginal intrusives of the Guichon Creek Batholith;

. . . Subdivision. . the Guichon Creek Batholith; from Miles 25 - 68, Thompson Subdivision. . Thompson Subdivision. . from Miles 150 - 177, Princeton Subdivision.

In October 1991, Clifton Associates Ltd. conducted reconnaissance level geologic investigations at

the most favourable areas identified in the 1990 survey. The investigation consisted of

reconnaissance geological mapping and bulk sampling at six sites. These sites were:

. Mount Lytton Area marginal intrusives; Miles 75 - 90, Thompson Subdivision.

Notch Hill granite; from Miles 73 - 76, Shuswap Subdivision.

Volcanics and granodiorite intrusions between Savonna and Walhachin; Miles 26 -

A granodiorite intrusion on the north flank of the Guichon Creek Batholith, termed

A diorite intrusion on the north margin of the Guichon Creek Batholith, termed Tie

A series of diorite intrusions in the Basque Area on the western flank of the Guichon

. . 31 Thompson Subdivision. . Tie Yard East; Mile 40, Thompson Subdivision. . Yard West; Mile 42, Thompson Subdivision. . Creek Batholith; Miles 53 - 56, Thompson Subdivision.

ASHCROFT LOCATION MAP

FIGURO NO. 1:1.900.617 ''ATE NOVFMRER 1992 I .a


This program identified the Tie Yard West and the Basque Area as having the best poteniial

material. The Tie Yard West site was selected for further investigation in 1992. This decision was

based on potential land use problems of the Basque site due to the proximity of the site to a tourist

ranch, Indian Reservation and is highly visible from the Trans Canada highway.

The now named Ashcroft Site (formerly referred to as Tie Yards West) is located at .qproximately

Mile 42 on the Thompson Subdivision (see Figure 1.0). The nearest settlement is the town of

Ashcroft, located approximately six kilometres west- south-west of the site. The site consists of a

broad ridge of rock which rises from 350 to 550 m above track level. The ridge consists of three

relatively flat benches separated by steep slopes. These benches occur a t approximately the 700 m,

800 m, and 900 m elevation levels and will be referred to as such throughout this report. Access to

the bottom of the site a t track level is along a road trending north from Ashcroft along the southeast

bank of the Thompson River. Access to the top of the ridge is by travelling south along Highway

97C until the Barnes Lake Road intersection, travelling along the Barnes lake road for

approximately 5 km then north along a trail for 4 km for access to the 900 level. The 700 and 800

levels are accessed by continuing along the Barnes Lake Road for another 5 km then north along a

trail for approximately 5 km.

A land title search was initiated to determine the surface rights ownership. Figure 2.1 details the

various surface rights entitlements in the region. The eastern half of the Ashcroft site is covered by

a grazing lease issued to the Indian Gardens Cattle Co. The western half was found to be open

crown land. In October 1992, CP Rail was granted a temporary lease over this area.

T w o mineral claims, BYSl and BYS2 were staked over the site in July, 1991 (see Figure 2.2). BYSl

consists of 20-500 m x 500 m mineral claim units. BYS2 consists of 15 claim units. To keep these

claims in good standing, the Province of British Columbia requires that the holder of the claim, on

or before the anniversary date to either: a) perform, or have performed and record, exploration o r

development work; or b) pay cash in lieu of work.

The value of the amount of work performed for assessment is $100 per mineral claim unit for the

first three years and $200 per unit thereafter. Work performed in excess of the required amount

can be applied to cover work requirements in succeeding years for up to a 10 year period.

r'

/-

,--

r - I I / - I fI I ASHCROFT PROJECT

SURFACE RIGHTS

Legend

M

P

A

B

C

D

Village of Ashcrofi

Private Land

Christian Ranch Ltd. Grazing Lease

Canadian Industries Ltd. Protection Zone Lease

CP Rail Lease - Pending

Indian Gardens Grazing Lease


3.1 Control Survey

A total of eleven air photo targets were placed in and around the site and were located by Global

Positioning Satellite (GPS). These targets formed control benchmarks which are related t o the

Universal Transverse Mercator (UTM) grid. Horizontal and vertical accuracies of approximately

2.5 cm were obtained. A total of 36 control points were then established over the site using a total

station. Accuracy of the control point survey is estimated at 1:40 000.

A local reference grid was surveyed over the majority of the site. A total station survey was used to

establish the picketed grid based on 100 m cross lines and a picket every 50 m. A total of 7.3 km of

grid was established.

3.2 Topographic Mapping

The Orthoshop of Calgary, Alberta was contracted to fly aerial photographs at 1:20,000 and 1:10,000

scale over the site and the lands adjacent to them. From this information digital topographic

mapping was completed a t a scale of 15000 and a contour interval of 2 m. Detailed 1:lOOO digital

topographic mapping was completed over a smaller area. This mapping has been produced on

mylar plans, and as digital DXF and EMXS files.

3.3 Geological Mapping

The mapping consisted of determination of outcrop extent and lithological identification as well as

structural measurements. This mapping was done at a scale of 1:lOOO. Mapping off of the grid

consisted of compass and hip chain traverses with 1 : l O 000 scale air photo as control. A total of

eight hand samples were collected for thin section analysis.

3.4 Diamond Drilling

Elgin Exploration Co. Ltd. was contracted to supply a diamond drill services for the project. A

Longyear Super 38 diamond drill mounted on a Nodwell track carrier complete was used. Also

supplied was a 3000 gallon water truck, a 4x4 service truck and a five man crew. Nine BQ drill

holes were drilled at various inclinations to an average depth of 120 m. Three HQ drill holes were

Ashcraft Project Page 18

also drilled, one on each level, to an average depth of 120 m. Table 3.1 summarizes the drilling

information. The core from the holes was geologically and geotechnically logged. A total of 23

samples were collected from the core for thin section analysis. Logs of the diamond drill holes are

reproduced in Appendix A.

Table 3.1 Diamond Drill Hole Summary

DIAMOND GRID GRID AZIMUTH INCLINATION TOTAL DEPTH

ASH92-1 10304 1W13 300 80 126.5 ASH92-2 10243 9759 068 44 123.4

DRILL HOLE NORTHING EASTING (deg) (deg) (m)

ASH92-3 10796 9866 140 78 125.9 ASH92-4 10830 10209 90 130.4 ASH92-5 10688 10290 228 75 124.4 ASH92-6 10682 10083 150 80 122.8 ASH92-7 10624 9664 150 57 133.5 ASH924 10457 9847 90 122.5 ASH92-9 11144 10952 200 65 22.2 ASH92-10 11166 10085 195 65 108.8 ASH92-11 11117 9735 160 65 102.1 ASH92-12 11153 9933 175 80 123.1

3.5 Piezometer Installation

Piezometers were installed in each of the HQ drill holes to measure the water levels and

groundwater gradient a t the site. The piezometers consist of 40 mm diameter Schedule 40 PVC

pipe with a 1.5 m screen at the bottom of the piezometer. A silica sandpack was placed around the

screens. The sandpack is capped with a 0.75 m bentonite plug. The remainder of the hole is filled

with a cement grout. The sandpack, bentonite plug and cement grout was tremied down the

annulus using a mud pump. Details of piezometer construction are included on the diamond drill

hole logs in Appendix A.

3.6 Bulk Sampling

Four bulk samples were collected from the site for ballast testing. The procedure for collection of

these samples consisted of drilling four foot holes with a rock drill a t 18 inch centres. These holes

were then loaded with explosives and blasted in such a manner that the surface material was

Ashcraft Praject Page 19

thrown out of the pit while the interior material remained in the pit. Five 20 litre pails were then

tilled with fresh material from each pit and sent to Clifton Associates Ltd. for physical testing. Bulk

samples were also collected from the HQ core and sent for ballast testing.

3.7 Overburden Test Pitting

Overburden tilled troughs occur a t the base of the slopes on the 700 and 800 levels. To identify the

thickness of this overburden, Ivanhoe Loader Service was contracted to excavate test pits using a

track mounted backhoe. These pits were dug at approximately 10 m intervals along 50 m crosslines

from the 10700 N and 11200 N grid lines. Test pit

locations are shown on Drawing G545 - 3003. Test pit information is summarized in Table 3.2.

Test pit logs are included as Appendix B.

Table 3.2 Test Pit Summary

TEST PIT GRID GRID TOTAL DEPTH NUMBER NORTHING EASTING (4

PIT 1 10681 9850 4.3 PIT 2 PIT 3 PIT 4 PIT 5 PIT 6 PIT 7 PIT 8 PIT 9 PIT 10 PIT 11 PIT 12 PIT 13 PIT 14 PIT 15 PIT 16 PIT 17 PIT 18 PIT 19 PIT 20 PIT 21 PIT 22 PIT 23 PIT 24 PIT 25 PIT 26 PIT 27 PIT 28 PIT 29

10700 10718 10738 10661 10719 10736 10760 10672 10697 10715 10734 10727 10706 10686 10702 1071 1 11182 1 1207 11184 11168 11198 11220 11232 11249 11255 11235 11250 11 235

9855 9861 9874 9858 9906 991 5 9921 9898 9895 9944 9956 9996 10054 10047 10094 101 08 10044 10008 10000 1 m o 10050 10050 10050 10061 10019 10014 9966 9950

3.3 3.1 3.2 4.1 1.3 2.1 1.4 4.1 3.9 3.5 1.1 2.5 4.1 2.6 3.5 4.4 4.3 2.3 3.3 3.5 3.2 2.7 2.4 0.8 1.2 1.3 0.4 0.9


PIT 30 11212 9960 0.7 PIT 31 1 1200 9964 0.4 PIT 32 11255 991 4 0.7 PIT 33 11232 991 0 2.6 PIT 34 11208 9903 2.1 PIT 35 11189 9900 2.4 PIT 36 11169 9900 1.8 PIT 37 11143 9900 1.2 PIT 38 11218 9850 1.7 PIT 39 11 200 9850 1.5 PIT 40 11178 9850 2.3 PIT 41 11158 9850 2.1 PIT 42 11137 9@46 2.1 PIT 43 11118 9800 2.4 PIT 44 11141 9800 1.5 PIT 45 11161 9800 1.3 PIT 46 11143 9950 2.1 PIT 47 11170 10092 2.5 PIT 48 11180 10095 1.7

4.1 Visual Petrographic Analysis

Petrographic analysis of the bulk samples consiste of gical identification and qualitative

analysis of the bulk sample after the initial crushing and screening has taken place. Results of the

petrographic analysis are presented in Appendix C.

4.2 Physical Testing

Physical testing includes the following tests:

. Los Angeles Abrasion Loss . Mill Abrasion Loss . Specific Gravity . Absorption . Magnesium Sulphate Soundness Loss . Fractured Face Determination . Sieve Analysis

Ashcraft Project Page 21

These tests were carried out according to the methodology stated in the CP Rail "Specification for

Ballast". Results from these tests are compiled in Appendix D and summarized in Table 4.1.

4.3 Thin Section Analysis

Thin section analysis was done to more fully evaluate the mineralogical and textural prope: ties of

the rock. Thin sections are produced by grinding the rock sample to 30 microns thickness so that

they can be examined by transmitted light. A total of 23 core samples and 8 hand samples were

examined. These were analyzed in the Clifton Office using a Leitz petrographic microscope.

Results of the thin section analysis are presented in Appendix E.

Table 4.1 Physical Testing Summary

SAMPLE ROCKTYPE SPECIFIC ABSORPTION MAGNESIUM LOS ANGELES MILL ABRASIOI NUMBER GRAVITY SULPHATE ABRASION LOSS ABRASION NUMBER

SOUNDNESS LOSS LOSS

BULK I Diorne -medium 10 2 90 0 21 0 06 8 2 1 7 16 7 coarse grained

BLKASH Diorile - fine 10 2 86 0 33 0 13 8 3 2 0 18 3 92-1 medium grained BLKASH Diorile - medium 2 83 0 58 019 9 9 2 4 21 9 92-2 grained BLKASH Diorne -medium 2 86 0 32 92-3 grained ELKASH Mafic volcanic 2 70 017

0.05

0.11

8.5

10.4

1.6

0.8

16.5

14.4 92-4 xenolnh DOH Dioriie medium 2.86 0.30 0.07 8.1 2.3 19.6 ASH926 grained DDH Oioine . line lo 2.85 0.43 0.15 8.7 2.4 20.7 ASH92-8 medium grahed DDH Diorle - fine lo 2.79 0.25 0.17 7.3 2.6 20.2 ASH92-12 medium grained

5.1 Surfkial Geology and Geomorphology

The Ashcroft site is situated within the Thompson Plateau physiographic region. The plateau

represents a late Tertiary erosion surface that was dissected by stream and glacial erosion after a

mid-Pliocene uplift (Ryder, 1976). The land rises steeply out of the Thompson River valley to both

the north and the south. Southwards, there is a steep rise of approximately 300 m out of the

Ashcraft Project Poqe 22

Thompson River valley then a more gentle rise towards the southeastern corner of the area shown

in Figure 5.1. Terraces composed of Quaternary material occur immediately above the Thompson

River.

The Quaternary geology of the region consists primarily o f an undulating blanket of glacial till. The

tit' blanket occurs in all areas except within the Thompson River valley and on steep slopes. The

character of the till is dependent on the underlying lithology. Areas of till overlying igneous rocks

(most of the region south of the Thompson River) are characterized by loose, gravelly tills. Areas

overlying sedimentary rocks are dominated by till that are more sandy and clay rich (primarily

north of the Thompson River). The thickness of the till is variable. It has been primarily mapped

as being 2 - 10 metres thick on the uplands but may be thicker in local bedrock depressions.

In the southeast corner of Figure 5.1, the areas mapped as drift are probably till but may include

small areas of fluvioglacial gravels, glaciolacustrine sediments and recent alluvium

Rock outcrops are exposed along steep slopes and occasional bedrock highs. Colluvium materials

tend to occur on top of the bedrock particularly towards the base of steep exposures.

Within the Thompson River valley, the deposits are primarily postglacial sediments that were

deposited by fluvial processes. These range from extremely coarse and non-sorted gravels in steep

alluvial fans to even-textured sands and silts of low gradient floodplains. Immediately north o f the

town of Ashcroft, deltaic deposits are found.

Overlying the valley deposits and the till sheet north of the Thompson River is a thin veneer of

eolian sand and silt.

Most of the landforms and surficial materials can be related to the last glaciation and the effects of

post-glacial processes. During the maximum extent of the Fraser Glaciation, the ice stood at

approximately 2400 m along the eastern side of the Coast Mountains. The Thompson River valley

was buried by ice 2100 m thick. Ice depths over the Thompson Plateau was generally less than 900

m. Ice flow as determined from glacial striations and lineations is predominantly east-south-east.

During deglaciation of the region, upland areas became ice-free while glacial lobes remained in the

major valleys. Late deglaciation saw the formation of Glacial Lake Deadman in the Thompson

Valley. Extensive fluviaValluvial deposits accumulated in the valley at this time.

LEGEND Surficial Geology and Geomorphology

SLOPES

1 - 350

0 - 30

1 - 15'

0 - 20

0 - 30

0 - to0

> 30'

COMMENTS

-Includes slopewash, minor talus, talus stabilized by vegetation -Includes small area 01 rock outcrops

-Includes both fans with entrenched channels and fans close to local base level with radiating channels -Also includes bajada-like aprons :f collwiam

-Deltas of proglacial lakes

-Terraces are generally cut into older unconsolidated valley fill deposits

Constructional moraine topography (not controlled by form of underlying bedrock)

-Topography and landform controlled by underlying bedrock surface; includes small areas of bedrock outcrop

-Topography and landform controlled by underlying bedrock but till thick enough to mask small relief features of bedrock surface; includes small outcrops of bedrock

-Ds areas generally consist of several stratigraphic units of contrasting lithologies

-Topography and landform controlled by underlying bedrock surface: includes small outcrops of bedrock -Most areas mapped as Dv are probably MV but areas of stratified drift and colluviam may be included

SYhIBOL MATERIAL I THICKNESS I TOPOGRAPHY I SLOPES NAME

Mostly gravelly till

Bedrock

COMMENTS

> 2 m

Plain undulating 0 - 30' sloping

-Topography and landform controlled by underlying bedrock but drift thick enough to mask small relief features of bedrock surface; includes small outcrops of bedrock -Most areas mapped as Db are probably Mb but areas of stratified drifl and colluviarn mav be included

EROSIONAL MODIFIER V - gullied

Veneer of eolian sand and silt

Glacial lineations

NOTES:

A combination of letters is used to designate each map init or compound map units e.g. dAf. The upper case letter indicates the broad compositional-genetic class. The lower case letter(s) that generally follow indicate morphology. The lower case letter(s) in front of the central upper case letter describes the texture. This specific texture term is used where it is possible to specify the texture more precisely than is indicated by the compositional-genetic term.

In certain cases the letter designation ends with an upper case letter(s) that is seperated from the other letters by a dash e.g. Mb-V. This final letter indicates that the area has been modified or eroded in a specific way.

Some map units are designated by more than one group of letters seperated by a colon. These areas consist of more than one component that could not be seperated at the scale of mapping.

Map and legend information obtained from Ryder, J.M., 1976:Terrain Inventory and Quaternary Geology; Ashcroft, British Columbia. Geological Survey Paper 74-49.


During post-glacial time the Thompson River has incised below the late-glacial lacustrine and

outwash surfaces forming terraces. Alluvial fans have formed on old outwash slirfeces, lake

terraces and on postglacial terraces. Fans have also been deposited in most of the smaller valleys of

the region during late- and postglacial time, Landslides and colluvial blankets have developed on

both bedrock and Quaternary sediments (Ryder, 1976).

5.2 Geology

The Ashcroft site occurs within the Border Phase of the Guichon Creek Batholith, one of several

large plutons in the southern Intermontane Belt that are associated and possibly comagmatic with

late Triassic volcanic rocks. These intrusive and volcanic rocks occur in a belt the length of the

Cordillera and are interpreted to be products of island arc volcanism or rifting in an island arc

environment. Fossil and palaeomagnetic evidence indicates that the entire Late Triassic volcanic

belt is allochtonous; it originated over 1000 kilometres south of its present location. In this plate

tectonic interpretation, the Cordillera is seen as a collage of allochtonous terranes plastered onto

the western margin of North America by convergent and transform plate motions (McMillan, 1985).

The Guichon Creek Batholith intrudes and metamorphoses late Triassic volcanic and sedimentary

rocks of the Nicola Group (see Figure 5.2). Isotopic ages from the batholith average 202+/-8 Ma by

potassium-argon and 205+/-10 Ma by rubidium-strontium methods, apparently slightly younger

than the age determined by fossils for the Nicola Group. In the south part of the batholith, quartz

feldspar porphyry stocks have comagmatic volcanic flows which are part of the Nicola Group. These

stocks are interpreted to be satellite intrusions derived from the Guichon Creek batholith, which

was emplaced during Nicola volcanism and appears to have generated part of the volcanic pile. The

early equigranular phases of the batholith have been interpreted to be mesozonal, whereas the

younger, porphyritic phases are epizonal. The most likely interpretation is that initially the

batholith was subvolcanic. Younger phases of the batholith rose higher into the crust and intruded

the lower part of the comagmatic but slightly older volcanic pile (McMillan, 1985).

Gravity profiles show that the intrusion has a pipe-like root zone under the middle of the batholith,

steeply inclined contacts on the east and west borders and a relatively shallow, flat-lying base north

and south of the root zone. This configuration suggests that the magma was injected along

intersecting basement structures, then spread southward and northward along the dominant zone

of weakness. Reactivation of the basement structures during and after plutonism controlled the

ASHCROFT PR03ECT

I

- ' REGIONAL GEOLOGY

ma?.atENo. 1:50,000 Dm DECEMSER 1992

5.2 A

LEGENIT Regional Geology

CENOZOIC

QUATERNARY Pleistocene and Recent

QP Thick drii; alluvium, glaciofluvial and lacustrine deposits, till, CoIIuvium, landslide

Eocene Kamloops Group

EKP

EK

Stocks and associated flows of biotite hornblende plagioclase porphyry

Predominantly intermediate, some acid and basic lava flows: ninor tuffs and volcanic breccias

MESOZOIC

JURASSIC Middle and Early Jurassic

Ashcroft Formation

JA

JAc Pebble to boulder conglomerate

TRIASSIC

Black shale, siltstone, sandstone, minor conglomerate and limestone

Intrusions of Post-Border Phase Age

Ta Barnes Lake Plagioclase Aplite

Guichon Creek Batholith - Border Phase

TGqd Quartz diorie to grandiorite

TGd Diorite to quartz dioriie with compositions and textures transitional between Nicola Group rocks and Border Phase quartz diorite

Late Triassic Nicola Group

TNv

TNvb

Mainly volcanic rocks of intermediate to basic composition

Volcanic breccias and flows, flow breccia and debris slides

Pshcroft Project Page 29

fault patterns in the batholith as well as the distribution of younger sedimentary and volcanic rocks

around the pluton. The faults and fractures controlled the distribution of swarms of porphyry

dykes (McMillan. 1985).

The oldest rocks in the batholith lie at its edge while the youngest are a t its core. Large segments

of the batholith consist of mappable phases with distinctive mineralogical and textural features.

From edge to core these are: Border Phase, Highland Valley Phase, Bethlehem Phase and

Bethsaida Phase. Contacts between the phases are generally gradational and rarely chilled. This

suggests that successive phases were injected before the preceding phase was completely solidified.

Within the batholith, episodic dyke emplacement began after the intrusion of the Bethlehem Phase.

Texturally and chemically these dykes have affinities to the Bethlehem Phase as they represent

late-stage intrusions tapped from Bethlehem Phase magma. In a younger event, dykes and plugs

were emplaced that trend northward; parallel t o the older dyke swarm, as well as northwesterly.

These represent offshoots of the Bethsaida Phase magma and later more evolved magmas.

Rocks of the batholith are composed of varying proportions of plagioclase, amphibole, biotite, quartz

and potassic feldspar with accessory magnetite, apatite and sphene. In the oldest rocks, amphibole

locally contains cores of pyroxene while in the youngest rocks, biotite may be the only

ferromagnesian mineral. From border to core, normative compositions range from diorite to quartz

diorite to quartz monzonite to granodiorite. Late-stage porphyry dyke compositions extend into the

granite field. Older phases of the batholith are medium grained and relatively equigranular, while

younger phases are coarser and more porphyritic.

The Border Phase rocks contain inclusions of Nicola volcanic and sedimentary rocks. In places

interaction between the magma and these inclusions has produced amphibolitic to monzonitic zones.

North of the Thompson River and west of the site near the town of Ashcroft, Middle to Early

Jurassic sediments of the Ashcroft formation occur. Some of these sediments may be sourced from

erosion of the volcanic pile in Jurassic time.

Overlying all rock types are Eocene basalts of the Kamloops Group. Post Eocene erosion have left

these volcanic rocks exposed as outliers throughout the region as shown in Figure 5.2.

Ashcraft Prajett Page M

5.3 Climate

The climate in the region is semi-arid. Climatic data from the Environment Canada station in

Kamloops shows a mean daily temperature ranging from -6OC in January to 2l0C in July.

Temperature extremes range from -38OC in January to 4loC in July. Prevailing winds averaging

12 kph occur from the west in the rpring and summer and switch to the east in fall and winter.

Precipitation primarily falls as rain between March and October and snow the rest of the year.

Precipitation rates range from a high of 30 mm in December and January to a low of 10 mm in

March and April. Summer precipitation averages 25 mm. Average annual precipitation is 256.5

mm.

6.1 Geomorphology

Most of the Ashcroft site consists of bedrock outcrop which in places is covered with a thin veneer of

morainal till as shown on Drawing G545 - 3002. The slope extending from the 700 level down to

the track level (350 m) is primarily rock outcrops covered in places by a thin colluvial layer. East

and west of the site the surticial geology consists of a blanket of morainal till in which the occasional

rock outcrop occurs. These areas possess an undulating geomorphology and slopes gently towards

the Thompson River. South of the site, a rock plateau with a thin veneer of morainal till rises 100

m above the surrounding region (1000 m a.s.1.). This is a remnant of Eocene basalt which overlies

the older rock. In the Thompson Valley, a terrace of gravelly fluvial material rises 50 m to 100 m

above the river level. The Ashcroft Tie Treating plant is located on an alluvial point bar deposit on

the south side of the Thompson River.

East-west trending overburden filled troughs are present a t the base of the slopes leading to the 800

and 700 levels. To determine the thickness of the overburden in the troughs, a number of test pits

across each level were dug. Drawing G545 - 3006 is an isopach map of the overburden thickness in

these regions. The 800 level trough is estimated to hold less than 75,000 m3 of mixed till and

bouldery colluvium. The 700 level trough is estimated to hold less than 30,000 m3 of till.

Aqhcroft Project Page 31

6.2 Geology

6.2.1 Lithologic Units

The geology of the Ashcroft site consists of a roughly north-south trending intrusion of the Border

Phase of the Guichon Creek, Batholith which is flanked by volcanics and sediments of the Nicola

Group.

Diorite

Geological mapping indicates that a medium grained diorite o r quartz diorite intrusion occurs over most of the gridded area (Dim), The relatively low quartz content and the gradational contacts

between the phases did not allow differentiation of the phases in the surface nLapping program. Isolated zones of fine grained diorite (Dim) occur in the lower elevations (700 m level and below) and

near the margins of the intrusion. For the most part, the contacts between the fine grained and

medium grained diorite are gradational, although sharp contacts were observed in a few drill holes.

Mineralogically the diorites (both fine and medium grained) average 65% plagioclase feldspar, 30%

ferromagnesian minerals (primarily hornblende) and 3.5% quartz. The quartz diorites' average 65%

plagioclase feldspar, 20% ferromagnesian minerals and 15% quartz. The diorite exposed at surface

tends t o be competent with few, widely spaced fractures and no evident alteration.

Thin section examination of a number diorite and quartz diorite samples collected from the drill

core found that the feldspar and ferromagnesian minerals form in an interlocking texture in both

the fine and medium grained phases. Quartz occurs as fine grained crystals infilling voids in the

crystal mesh. Alteration in macroscopically "fresh samples is primarily confined to varying degrees

of saussuritization although minor chlorite was observed in a few samples.

Nicola Group

The intrusion is bounded on the east and west by rocks of the Nicola Group. These rocks are

variable in composition and range from mafc flows to intermediate pyroclastics t o subvolcanic

intrusions to sedimentary deposits. The majority of Nicola Group rocks observed at the site are

mafic volcanic flows (Nv), which are occasionally amygdaloidal. These rocks tend to occur a t the

western contact although mafic flows were observed within the steep gully which trends from the

700 level to track level on the eastern contact. A quartzite unit (Ns) also occurs within this gully.

Ashcroft Projecl Page 32

Small zones of more felsic material such as dacitic volcanics and trachytic pyroclastics were

observed sporadically at the western contact zone, both on surface and in drill core. East of the

intrusion, infrequent outcrops of a quartz feldspar porphyry (Nqfp) and a porphyritic quartz

trachyte (Nv) occur. These units are almost identical except for grain size and phenocryst

abundance, hence, the quartz feldspar porphyrys are interpreted to be subvolcanic feeder pipes for

the volcanic pile.

Granodiorite

A number of late-stage intrusions occur throughout the site. A granodiorite stock (Gd) occurs

approximately 250 metres west of the grid. This stock is likely from the Highland Valley Phase of

batholith emplacement (see Section 5.2). Two different phases of granodiorite occur at this stock.

The majority of the stock consists of a fine to medium grained, alkaline feldspar rich unit with

minor pyroxene (3.4%). The second phase is exposed only on a few outcrops on the south end of the

stock and is medium to coarse grained and more mafic rich (pyroxene content a t 15%). See samples

GD1 and GD2 in the Thin Section Analysis (Appendix E) for a more complete description. The stock

is divided in half by a later granite intrusion (see below).

Quartz Feldspar Porphyry

Quartz feldspar porphyry (Qfp) intrusions and dykes were encountered in a number of drill holes

and as a large body intruding the diorite a t 10500N-9700E. These intrusions have been interpreted

to be later than the quartz feldspar porphyry exposed near the east contact due to the fine grain

size of the groundmass (versus aphanitic groundmass) which suggests crystallization lower in the

volcanic pile. The quartz feldspar porphyry intrusions are of either the Bethlehem or Bethsaida

Phases of batholith emplacement.

Granite

Granitic intrusions (Gr) with large, round quartz crystals were encountered north of the grid and

bisecting the granodiorite stock. As stated earlier (see Section 5.21, these intrusions have been

correlated as being differentiated phases of the quartz feldspar porphyry. These intrusions are

either of the Bethlehem or Bethsaida Phases.

khc ro f l Project Page 33

Andesite Dykes

Late-stage, very fine grained to aphanitic andesite dykes (Ad) occur sporadically throughout the

site. These dykes cut all rock types on the property except the quartz syenite - aplites and in places

contain diorite xenoliths. These dykes strike very roughly east-west and dips vary from moderate

to steeply to the south, although at one location the dyke dipped 70' to the north. The dykes are

characterized by their very fine grained to aphanitic texture, black colour and by a very high

magnetite content (10.20%). Chilled margins were observed both on surface and in drill core

suggesting emplacement into a relatively cool body. The andesitic composition of the dykes point to

an undifferentiated magma pulse injecting along reactivated east-west structures.

Quartz Syenite and Aplite

The youngest rocks encountered on the site are quartz syenite intrusions and thin aplite dykes.

These intrusions were only encountered in drill core and are very late stage as xenoliths of andesite

dykes were observed. These intrusions may be related to the Barnes Lake Aplite, a three kilometre

long body occurring just east of Barnes Lake which has been correlated as being related to the

Guichon Creek Batholith but younger than the Bethsaida Phase.

6.2.2 Western Contact Zone

Along the western contact the exposed Nicola Group consists almost entirely of mafic volcanics.

Also within this sequence are small quartz feldspar porphyry dykes, late-stage andesite dykes and,

close to the contact, thin diorite dykes. For the most part, the position of the diorite\Nicola contact

can only be assumed, however, measurable contacts were observed a t two locations. The contact

strikes to the northwest and at the first location (10670N-9665E) dips 70' to the southwest. The

other exposed contact (10810N-9715E) dips 75' to the northeast.

To gain more information on the attitude of the contact, two drill holes were spotted with the goal of

intersecting the diorite\Nicola contact. Drill hole ASH92-2 was collared at 10243N-9759E and

designed to test the attitude of the diorite\Nicola contact a t the 900 level. The main body of the

diorite was never reached although two small fine grained diorite dykes were encountered from 18.5 m to 25.0 m and 76.5 m to 78.0 m. The remainder of the hole consisted of mafic, intermediate and

felsic volcanics as well as andesite dykes, quartz feldspar porphyry and quartz syenite intrusions. .

khcrofl Project Page 54

Examination of the trend of the drillhole on surface (see Drawing G545 - 30031 and Cross Section A-

A' (Drawing G545 - 3004) suggests that the contact dip is moderate t o shallcw at this location.

Drill hole ASH92-7 (10624N-10052EJ was another attempt a t intersecting the diorite\Nicola

contact, this time on the 800 level. Although the drilling rig was placed on an outcrop of Nicola

volcanics, the first core recovered from 'his hole (after 3.5 m of casing at a 55' inclination) was a

tine to medium grained quartz diorite. Diorite and quartz diorite continued until a t 50.5 m down

hole the contact with the Nicola volcanics was intersected. This contact made a 45' angle with the

core axis and if projected to surface, it would result in a contact dipping at 80' to the west. Volcanic

and andesite dyke material was encountered from this point until 127.5 m where a tine grained

diorite was intersected. A late stage brittle fault occurs from 115.5 m to 129.0 m. Material within

this fault zone is extremely shattered and has undergone extensive alteration. The stratigraphy

seen in this hole is best illustrated in Cross Section B-B' (Drawing G545 - 3004).

To interpret this information, it is suggested that since the intrusion is a polyphase body, the

attitude for each phase may be different. It is noted that at 10670N-96653, the Nicola contact is

against fine grained diorite while a t 10810N-9715E i t is against medium grained diorite. It is also

suspected that the contact may be very undulating and changes the attitude of its dip frequently.

6.2.3 Eastern Contact Zone

Exposure along the eastern contact is poor and no measurements of the attitude of the contact could

be taken. Two holes were drilled in an attempt to define the contact along this side. Drill hole

ASH92-4 was collared just east of an outcrop containing the diorite\Nicola contact on the eastern

side of the site (10830N - 10209EJ and was designed to test whether the contact dipped to the east.

This vertical hole encountered only two very thin bodies of diorite (from the beginning of core

recovery at 7.0 m to 7.75 m and from 43.5 m to 45.5 mj which are interpreted to be outlying diorite

dykes separate from the main body. The rest of the hole consists of quartz trachyte volcanics and

quartz feldspar porphyry intrusions. As the contact was not encountered by this hole, it must

either dip steeply or dip to the west (see Cross Section C-C', Drawing G545 - 3004).

Drill hole ASH92-5 (10688N-10290Ej was another test of the eastern contact approximately 160 m

south of the previous hole. This hole was collared adjacent to a diorite outcrop which is the

furthest easterly exposure of the intrusion. This hole encountered medium grained quartz diorite

throughout its 124.40 m length.


Exploration along this zone has not defined this contact.

6.2.4 Faults and Lineaments

Data from surface mapping and drill core has allowed the tracing of a number of fault zones on the

site. The most prominent fault zones strike approximately east-west on the 700, 800 and 900 levels

(see Drawing G545 - 3003). Where intersected by drill holes, significant zones of alteration where

found surrounding the faults. Smaller faults where observed trending north-south, however, these

could only be traced to a limited extent. It is possible that the prominent gullies on the east and

west side of the ridge are also major fault zones. N o definitive data was observed in these regions,

however, the trend of the 800 and 900 level faults lead to these lineaments suggesting these are

splays off a major north-south structure.

Drill hole ASH92-1 is located at 10304N-10013E and was designed t o test a linear east-west

depression on the 900 level. The hole predominantly encountered medium grained diorite and

quartz diorite. A large andesite dyke was encountered from approximately 45.0 m to 51.0 m

downhole and smaller dykes were encountered elsewhere. Two major fault zones were encountered

in the hole; one from 68.5 m to 73.0 m and the other from 100.0 m t o 103.0 m. Occurring within the

fault zones and in the country rock adjacent to the faults are zones of extensive alteration

characterized by the introduction of epidote and carbonate. These zones extend from 51.0 m to 74.0

m around the top fault and 92.0 m to 109.0 m around the bottom fault. When the fault zones are

projected to the surface, they fall within the linear depression indicating a possible east-west fault

along the depression (see Drawing G545 - 3003 and Cross Sections A-A, B-B on Drawing G545 -

3004). A zone that was logged as brecciated diorite occurs from 115.50 m to 119.75 m (adjacent to a

0.5 m fault a t 120.0 m) and is characterized by fragments of altered diorite separated by veinlets

and stringers of carbonate and chlorite.

The geological target of drill hole ASH92-6 was to determine the nature of the rock at the base of

the slope from to 900 level t o the 800 level (located at 10682N-10083E). This drill hole encountered

medium to coarse grained diorite which had been intruded by andesite dykes from 33.0 m to 47.5 m

and from 76.0 m to 104.0 m. The drill hole inclination was 80' from horizontal, thus it is expected

that the true width of the dykes are somewhat less than the intersected width (see cross section E-

E , Drawing G545 - 3005). A zone of extremely shattered core of diorite composition occurs from

69.0 m to 76.0 m. This is interpreted to be a late brittle fault zone as extensive pervasive carbonate .

alteration occurs throughout the zone. This fault is interpreted to be a splay off a major fault zone

which occurs north of the drill hole location (see Drawing G545 - 5003).

Drill hole ASH92-9 is located on the eastern side of the intrusion on the 700 level (11144N-10052E).

This hole was designed to test the geology under a thick colluvium deposit at the base of the 800 to

700 slope. With an inclination of 65O, this hole encountered 13.0 m of overburden before fine to

medium grained diorite. This hole was abandoned a t the 22.2 m level due to drilling difficulties.

Drill hole ASH92-10 is located 40 m down-slope of ASH92-9 (11166N-10085E) and is another

attempt to investigate the lithology on the east side of the 700 level. Fine grained and fine to

medium grained diorite was encountered throughout the length of the hole. A shear zone was

encountered from 26.0 m to 30.5 m. This zone exhibits ductile deformation indicating this may be an

early structure which was active shortly after the intrusion of the batholith.

Drill hole ASH92-11 was collared on the west side of the 700 level (11117N-9735E) and was

designed to test the lithology and structure at the base of the 800 to 700 slope. Although the hole

was collared 15 m north of a large outcrop of diorite and possessed an azimuth of 160°, Nicola

volcanics (primarily dacite) was encountered in the first 72.5 m of core. Fine to medium grained

diorite was encountered in the rest of the hole. Andesite dykes cut both units and occur from 56.0

m to 68.0 m and 80.5 m to 83.0 m. A zone of intensely altered quartz diorite occurs from 94.5 m to

101.0 m. A shear zone was encountered from 17.0 m to 21.0 m and a shear zone which has

undergone later brittle deformation occurs from 23.0 m to 27.5 m. Projected to the surface, the fault

zones would crop out a t the base of the 800 to 700 slope. At present, there is insufficient

information to explain conclusively the presence of Nicola volcanics in this hole. The best

interpretation is that due to the polyphase nature of the intrusion, a sliver of Nicola Group rocks

was left undeformed in this area. Hence, the contact intersected in the drill hole may be

meaningless in relation to the main body of Nicola rocks to the west.

The final drill hole, ASH92-12, was collared approximately midway between drill holes ASH92-10

and ASH92-11(11153N-99333) and was also designed to test the structure and lithology at the base

of the 800 to 700 slope. Lithologically, diorite was encountered throughout the hole. Structurally,

large shear\fault zones were encountered from 39.5 m to 55.5 m, 59.0 m to 63.0 m, 65.5 m to 68.0

m, and 120.5 m to the end of the hole (123.10 m). Surrounding these fault zones are halos of

intensely altered diorite which occur from 35.5 m to 39.5 m, 55.5 m to 59.0 m, 63.0 m to 65.5 m, 77.0

m to 86.0 m, and 109.5 m to 120.5 m. Occurring from 68.0 m t o 77.0 m is a zone of intensely altered

Ashcnfl Project Page 57

diorite which has been intruded by a large number of quartz and carbonate veins.

staining, cryptocrystalline quartz and pyrite blebs were observed in this zone.

Hematite

The fault zones near the top of drill holes ASH92-10, 11 and 12 have been interpreted as

intersections of a major fault zone which occurs a t the base of the 800 t o 700 slope (see Drawing

G545 - 3003). It is possible, however, that each hole intersected different faults which trend parallel

to each other. If this is the case, it is possible that there are a number of parallel trending faults

which cut across the entire width of the 700 level.

6.2.5 Rock Mass Characterization

The competency of the rock mass is a primary concern in the development of a quarry. Percentage

recovery and Rock Quality Designation (RQD) values were obtained for every drill run. These are

summarized in Table 6.1 and recorded on the drill logs in Appendix A.

Two holes were collared on unaltered and relatively competent diorite to test the rock quality of the

intrusion. Drill hole ASH92-3 was designed to test the competency of the diorite mass on the 800

level. Medium to coarse grained diorite\quartz diorite was encountered throughout the length of

the hole. Very little alteration was intersected in this hole.

Drill hole ASH92-8 (10457N-9847E) was designed to test the competency of the diorite mass on the

900 level. Medium to coarse grained diorite\quartz diorite was encountered throughout the length

of the hole. A thin fault zone consisting of angular fragments of diorite and calcite in a fine grained

matrix of chlorite, clay and carbonate occurs from 67.5 m to 68.5 m. T w o zones of intensely altered

diorite occur from 96.0 m to 101.5 m and from 105.0 m to 107.0 m. Alteration is characterized by

the introduction of pervasive carbonate and epidote.

Fracturing in the main body of the diorite is primarily widely spaced. Near fault zones and the

Nicola contact, however, fracture density increases dramatically.

Ashciofl Project Page 38

Table 6.1 Drill Hole Recovery and RQD Summary

IDRILL HOLE RECOVERY RQD ASH92-1 Good except for in the two tault zones Very low in the fault zones and in the alteration zones

ASH92-2 ASH92-3 ASH92-4 ASH92-5

ASH924

ASH92-7 ASH924 ASH92-9 ASH92-10

ASH92-11 ASH92-12

where it is moderate

Moderate to high Generally huh Very high High throughout most of the hole

High throughout

Generally high High throughout High Moderate for the first 10 m then high for the rest of the hole High High

which surround them, low within he andesite dykes and high in the rest of the hole Moderate to low except in limited places Generally high Generally low Moderate for the first 39 m then high for the rest of the hole High in the competent diorite, moderate to low in the andesite dykes and low in the fault zone Low to very low throughout most of the hole Moderate to high Low to very low Moderate for the first 50 m ben high for the rest of the hole Predominantly low to moderate Predominantly moderate to low

6.2.6 Interpreted Geological History

A tentative geological history of the site can be deduced from the information collected in this year's

field program. Intrusion of a Border Phase dioritic magma into a slightly older mafic volcanic pile

occurred in the Triassic. This intrusion commenced as a number of slightly differentiated pulses

with the fine grained diorite interpreted to be the earliest phase and the quartz diorite interpreted

as the youngest. Before complete crystallization, an east-west shear zone developed at the 700

level. Quartz porphyry, granitic and granodioritic intrusions were emplaced after crystallization of

the diorite. Late-stage intrusion of primary andesite dykes in an east-west orientation occurred

after complete cooling of the intrusive body. In the Late Triassic or Early Jurassic there was an

uplift which was accompanied by brittle faulting along existing planes of weakness (shear zones

etc.). Carbonate rich hydrothermal fluid rose along these fault zones, altering the rock adjacent to

the faults and creating carbonate and epidote veins and veinlets. Erosion during the Jurassic

deposited sedimentary rocks north and east of the site (Ashcroft Formation). Pleistocene glaciation

carved deep steep walled valleys, now occupied by the Thompson River, and modified the landscape

to its present form.

Ashcrolt Project Paqe 39

6.3 Hydrogeology

Piezometers were installed in drill holes ASH92-6, ASH92-8 and ASH92-12. One piezometer was

installed on each of the 700, 800 and 900 levels. This should allow a determination of the hydraulic

profile within the intrusion. Sampling of the piezometers was not conducted this season as water

levels had not stabilized prior &o demobilization. Sampling will be undertaken in the 1993.

The marshland located on the 800 level suggests this area represents a local groundwater recharge

zone. The regional water table is likely considerably lower suggesting a high downward vertical

gradient. Drill hole ASH92-10 exhibited artesian flow which continued after the drill rig had moved

off. The collar

elevation of this hole is 690.7 m a.s.1 , Drill hole ASH92-12 is collared 150 m away at an elevation of

703.4 m and is not artesian suggesting the water table on this level (700 level) occurs somewhere

between the two elevations or the flow regime is fracture controlled and highly variable. The

nearest surface water source is Barnes Creek which flows from Barnes Lake to the Thompson River

some 3 km to the west.

On a site visit on November 11, 1992, this hole was found t o still be flowing.

Bulk samples where collected from four surface locations and from the three HQ holes. The surface

samples where collected from an outcrop of fine to medium grained diorite, two outcrops of medium

grained diorite and a mafic volcanic xenolith. Samples collected from the drill holes were

preferential taken from relatively unaltered zones. The rock types are predominantly medium

grained diorite in ASH92-6, and fine to medium grained diorite in drill holes ASH92-8 and ASH92-

12. Table 4.1 (above) lists the predominant rock type in each sample and the abrasion number of

the bulk sample. Appendices C and D contain the detailed petrographic analyses of the bulk

samples and the ballast test results, respectively. Also listed in Table 4.1 is a bulk sample collected

in 1991 (Bulk I) from the east side of the 700 level.

The average abrasion number for the diorite is 19.1. Based on this information it is expected that

the material would produce a very hard and tough material.

Zones of altered diorite surrounding the fault zones are a concern. These zones have a large

amount of introduced carbonate as well as saussuritized plagioclase feldspar and chloritized mafic ,

Ashcro!t Project Pow 40

minerals. This material is expected to be significantly softer than the unaltered diorite and will be

susceptible to physical and chemical weathering. This material is also expected to produce

significant fines. How much of a problem these zones are depend on the volume of rock which has

been affected. Small, thin zones could be mined through with only a slight deterioration of the

quality of the material. There has not been enough detailed work done to define whether these

zones have suflicient size to impact quarry design and development.

Results from the bulk samples as well as petrographic analysis prove that the unaltered diorite will

produce a very hard and tough material This years' investigation discovered a number of fault

zones striking through the site. Some of these zones have carbonate alteration halos extending into

the diorite. It is subjectively determined that these zones would produce a much lower quality

material although no sample of this material was sent for testing.

The 1992 site investigation provided information on the ridge as a whole hut was not designed to provide specific information of a limited area. It is recommended that a detailed diamond drilling

program be developed for the 900 to the 800 level. The drilling program should investigate the rock

quality throughout the target zone so that a calculation of proven ore reserves can be made. The

drilling program should also investigate all faults within the target block to determine their

orientation and the extent of any alteration zones which may accompany them. Bulk samples

should be collected from the alteration zones, if possible, and sent for testing to determine if the

material would need to be wasted or if it can be blended with unaltered material. From the

information gathered in the above study, a preliminary quarry design can be prepared for the target

block.

Ashcrofl Project Page 41

CP Rail; Specification for Ballast. 1984,

McMi!lan, W.; Geology and ore deposits of the Highland Valley camp. Geological Association of

Canada Field Guide #1,1985.

Monger, J.W.H.; Geology of Hope and Ashcroft Areas, British Columbia, Maps 41-1989 and 42-

1989. Geological Survey of Canada, 1989.

Ryder,J.M.; Terrain inventory and Quaternary geology Ashcroft, British Columbia. Geological

Survey of Canada paper 7449,1976.


ITEMIZED COST STATEMENT

Air Photo Control - All-Can Engineering & Surveys Ltd.

Survey crew: 4lhrs @ $83.00/hr Subsistence: 6 mandays @ $80.00/manday 3 mandays @ $12.00/manday

Truck: 4lhrs @ $14.00/h: 4 X 4: 4lhrs @ $16.00/hr All Terrain Cycle: 1 day @ $75.00/day

Field Time

Transportation

Drafting: 12hrs @ $42.00/hr Equipment Rental

Reproduction

Subtotal less discount GST TOTAL

GPS Receivers: 4 units @ $250.00/unit

Aerial Photography - The Orthoshop Aerial Photography Aerial Triangulation for 1:20000 Photography Aerial Triangulation for 1: lOOOO Photography Digital Mapping 1:5000 Digital Mapping 1:lOOO Photo Mosaic GST

TOTAL

Overburden Test Pits - Ivanhoe Loader Service Mobilization & Demobilization Excavator: 37hrs @ $98.00/hr GST

TOTAL

Diamond Drilling - Elgin Exploration Co. Ltd. Mobilization & Demobilization BQ Core: 3294 ft @ $7.56/ft HQ Core: 1241 ft @ $13.30/ft Clinometer Tests: 13 tests @ $80.00/test Water Supply: 44 days @ $160.00/day Consumables Piezometer Supplies Cat Rental Piezometer Installation: 39hrs @ $85.00/hr GST

$ 3,403.00 $ 480.00 $ 36.00

$ 574.00 $ 656.00 $ 75.00 $ 504.00

$ 1,000.00 $ 84.76

$6,812.76 $2,146.02 L326Al $4,913.41

$3,875.00 $ 395.00 $ 1,420.00 $4,948.00 $3,530.00 $ 1,600.00 $ 1,103.76

$16,781.76

$1,000.00 $3,626.00 $ 323.82

$ 4,949.82

$2,000.00 $24,902.64 $16,505.30 $ 1,040.00 $ 7,040.00 $12,045.00 $ 2,630.64 $6,335.00 $ 3,315.00 $5,306.95

TOTAL $8 1,120.53


Blast Trenching

Field Equipment Rental

Field Supplies

Field Time W. Husak: 9.5 wks @ $2450.00/wk D. Labelle: 399.5hrs @ $30.72/hr G. Herasymiuk: 130hr. @ $48.00/hr D. Edwards: 4Ohrs @ $50.00/hr

TOTAL

Accomodation & Food

Thin Section Preparation

Ballast Testing

Reporting, Drafting, Secretarial W. Husak: 8wks @ $2450.00/wk B. Jealous: 25 days @ $53O.OO/day C. Dennison: 9hrs @ $29.18/hr S. Gardner: 43hrs 63 $45.77/hr J. Labelle: 0.75hrs @ $44.30/hr C. Aull: 237hrs @ $45.00/hr B. Madden: 0.25hrs @ $36.00/hr C. Campbell: 3.75hrs @ $24.58/hr J. Briggs: l lh rs @ $50.23/hr J. Beattie: 2Ohrs @ $34.67/hr R. Lesperance: 27hrs @ $42.82/hr D. Labelle: 80.75hrs @ $13.65/hr Supplies

TOTAL

$ 686.39

$ 2,307.34

5 1,467.87

$23,275.00 $12,272.64 $ 6,240.00 $2,000.00

$43,787.64

$ 4,947.00

$ 356.58

5 7,338.75

$19,600.00 $13,250.00 $ 262.62 $ 1,968.11 $ 33.21 $10,665.00 5 9.00 $ 92.17 $ 552.53 $ 693.40 $ 1,156.14 $ 53.19 $ 391.20

$49,828.81

GRAND TOTAL $218,485.90

Ashcraft Praject Paqe 44

STATEMENT OF QUALIFICATIONS

I, WADE K HUSAK of 2403 - 1825 Woodview Drive S.W., in the City of Calgary, in the Province of Alberta, do hereby certify that:

1. I am a graduate of the University of Saskatchewan with a Bachelor of Science - Advanced; Geological Sciences degree (1986) and a Post-Graduate Diploma In Geological Sciences (1988).

I have practised my profession continuously since graduation.

I am employed by Clifton Associates Ltd., a consulting engineering firm specializing in geotechnical, geological and environmental engineering with offices in Calgary, Regina and Saskatoon.

I am a registered member of The Association of Professional Engineers of Saskatchewan, Member No. 6629.

This report is based on work conducted by myself or by others under my supervision during the months of July and August, 1992.

2.

3.

4.

5.

Dated at Calgary, Alberta this 22nd day of June, 1993.

Respectfully submitted,

Wade K Husak, P.Eng.

Appendix A

Diamond Drill Hole Logs

PPEZOMETER DETAIL LEGEND

Ceme

Open

Grout

lace

I Bentonite Plug

I

W & a

0.0 -

1 .o

2.0

3.0

4.0

5.0

5.0

-

- 7.0

-

-8.0

~

-9.0

-

-10.0

-

-11.0

~

-12.0

-

-13.0

-

14.0

t

- UTM: 5622449.785 N 627900.243 E ELEVATION

- [ X I , !a [ID EJ - 0 -

w 2 a

In

ROD m I 20 40 EU 80 a *'% RECOMRY*

20 40 60 80 . , . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... , . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................

. . . : a i i . . . . .

. , . .

. . . . . . . .

. . . . . . . . ~ . . ~ ~ ~ . ~. ......... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... : . . . . :.., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , .......... . . . . . . . . . . . . . . . . ............................ , . . . . . . . .

. . . . . . . . . . . . . ~ . . ;.* ................... . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . ................................. . . .

. . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . ; ........ j... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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

. . . . . . . . . ............................ . . . m . ' . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . . . . . . . . . . . . . . .

. . . . ......................................... . . . . . . . . . : :

. . . . . . . . . . . . . . . , , . , . . . .

895.663 (m)

I

ittle, top contact 01 25 !grees, bottom contact at I degrees cm wide quarkcarbonate 'in :casianal carbanate and ilite veinletr, accasional iidate veinlets and 110s araung the veinlets, tatty sericite alteration

1 ,;I ROCK u r n

d DESCRIPTION < I n L

. . .... OVERBURDEN . . . . . . . . . . . . . .

. 35.0

- 40.0

lkb:j QUARTZ DIORITE - medium qrained, ween/

ADDITIONAL I I

COMMENTS

seminoted pyrrhatite and dcapyrite thraughaut, cassianal 1-2 cm wide lite veinlets with ,seminated sulphides

10.0

15.0

;t care tram 7.10 - 7.60 r 130.0

r 1 LOGGEO B Y WKH

Fig. No: ASH92-I Page I of 9

ADDITIONAL

COMMENTS

APLETION DEPTH: 126. APLETE: 16/07/92

Page 2 of !

- - - c Y

I + % n

- iO.0

j5.0

50.0

55.0

70.0

75.0

80.0

85.0

9o.c

95s

- -

IRERUN El 1 ADDITIONAL

L + a w n COMMENTS

secondary carbonate alterolion. Vein trends at 20 degrees

105.C bleached and shattered zone from 32.20 - 32.80

I- lost core from 32.80 - 33.00

-115.( corbonote/chlorite vein trending 01 45 degrees

-120.l

bleached zone from 37.20 - 37.35 bleached zone from 37.60 - . 37.70

-125.1 bleached zone from 38.30 - .

~

38.50

1301 r t shattered zone from 40.20 - /40.50 blocky zone from 40.70 - 42.30, bleached zone with disseminoted blebs and ~ 135. occasianol larger blobs of ~

epidote from 40.10 - 44.65 .

shattered zone from 42.30 - .

-140 43.00

blocky zone from 43.00 - (44.65

[ 145.

w - a - + E - I - ' ' m o .

20 40 60 80 * X RECOMRY*

20 40 60 80 : i * ; i j i ;

K i 2 Ln

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . .

. . . . . .

................................................

................................. , ......... . . . .

. . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .................................. . . . . . . . . . . . . .

........................................ . . . . . . . . . . . . . . . . . . . . . . . . . , : . : ; * ; i i.' .... ; ~ . . . . . . .... *.'.... ;...;...;...:

. . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~...~. ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . . ............................... :. ......... :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .... :..:~ ... .1 .... : ................. . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . . -50.0 1 .............. : ~ . ~ .... . . . . . . .

. . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

. . . . . . . . . . . . . . . . . . .....................................

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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

. . . . . . . . . -57.0 ......................................... . . . . . . . . : ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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

-58.0 . . . . . . . . . . . . . . . . . . . . . . . . - ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59.0 ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

CP Rai

ADDITIONAL I I

COMMENTS 1 & n

150.0

degrees 111 qoqe from 44.80 - .90 t core from 44.90 - 48.05

-155.0

ittered zone from 48.05 - ~

.65, blocky from 48.65 -

.85, very fine p i n e d enccrysts of plaqicclase -1 60.0 undant pervasive epidote . erotion

icky from 50.85

I 165.0

59 10 1

t l70 .0

i 175.0

-180.0

-185.C

190.( 1 Tattered from 59.1 - 68.30 1

1195.0 ~

.. lab 4 1 I

LOGGED B Y WKH I ~PLETION DEPTH: 126.5 m REVIEWED BY WKH W A I 1 WPLETE 18/07/92 e

I I Fiq. No: ASH92-1 Poge 4 of 9 J

3

2

2

13 -

_ _ _ _ _ _ _ ~- T -

FAULT ZONE - fragments of diorite in o matrix of gouge, epidote & abundant carbonate

ADDITIONAL

COMMENTS

,It lrending at 20 deqrees 62.90

t core from 63.85 - 64.2!

lit from 65.60 - 65.85

it core from 68 35 ~ 69.0

It & crumbly

idole from 70.00 - 70.40

4 core from 72.00 - 73.C

eoched and shottered rouqhout

dPLETION DEPTH: 126.: dPLETE: 18/07/92

Page 5 of !

-

- c - v

I + Q w n

-

00 0

05 0

'10C

)15 (

!20 (

125 (

230 I

235 1

240

245

L -

I

w K n

75 0 -

76 0

77 0

78 0

79 0

80 0

31 0

-

-82 0

~

-83 0 -

-840

-

-85 0

-

- 8 6 0

-

-87 0

-

-88 0

-

89 0

. . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .........................................

. . . . . . . . .............................................

..................... ~ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..; .... ;.. .............................

. . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . .

. . . . . . . .........................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . .

__ ASHCROFl PROJECT AilMUTY 300 DIP: 80 DEPTH: 000 BOREHOLE NO: kSH92- 1 Elgin Exploration Co. Ltd. - BQ Core GRID COORDINATES: 10304 N 10013 E UTM: 5622449.785 N 627900.243 E ELEVATION: 895.663 (m)

SAMPLE MPE

-. 9IP:81 DEPTH: 61.0 /DIP76 DEPTH: 126.5 Project No: 814

1 RERUN 8 , €2 [ID Y 0 I- - -

31

\

ADDITIONAL I + w a n COMMENTS

-250.0

-255.0

< A 4

4 b q -260.0 ,A core from 79.00 - 79.80

b a a Q & 4

A 4 ' 4 A E

d b 4 A 4 ~ from 80.40 - 80.80

4 A a a a a ( A 4 b 4 '

4.3 4 b 4 a Q h Q A 4 *

4 b a some epidate patches & 4 4 DlORlTE - fine grained, dark green,

a & 4 magnetic

",; QUARTZ DIORITE - medium grained, green/

A 4 E intensive epidote alteration -

-265.C

-270.(

< A 4 4 , plagioclase 55-60% amphibole 40-4596,

A4E < A 0 A 4 - patches of epidate -275.(

throughout with blwched q A 4 white, plagiaclase 75580% amphibole 20-2596 halos around the epidote. h 4 ' occasional carbonate magnetic

O b a veinlets with hematite b 4 I haios. blocky from 87.80 - - q h 4 A 4 ( 4 A E

-280.( 88.65

-2851

290) I .,sseminoted epidote occurs far 10 cm on both contacts, top contact at 30 degrees. blocky from 88.65 - 89.00 shattered from 89.00 - 89.90

I CP Rai

ASHCROfl PROJECT AZIMUTH 300 DIP: 80 DEPTH: ODD - Elgin Exploration Co. Ltd. - BP Core GRID COORDINATES: 10304 N 10013 F UTM: 5622449.785 N 627900.243 E

DIP:81 OE?TH: 61.0 /DIP76 DEPTH: 126.5

ADDITIONAL

COMMENTS

BOREHOLE NO: ASH92- 1 Project No: 8 1 4 ELEVATION: 895.663 (m)

Y I I *:: DIORITE - fine grained, dark green, abundont epidate and 4 A 4 plagioclase 55560% amphibole 40-45% cohonote throughout.

/shatte!ed th[ouqhout, some hematite stoininq

d b E A Q E d A 4 A 4 ,

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "very blenched zone, obundon * A 4 hematite A ' ALTERED DIORITE - medium grained, whitish,

A a abundant carbonate alteration throughout fractures, disseminated d A E epidate throughout, obundanl ~ 4 a carbonole alteration E A 4 & a <

4 A A O I < A 0 A 4 '

4 A E

shottered from 94.00 - 94.; and 95.90 - 96 60, the rest at the zone is blocky

lost core from 96.40 - 96.5

pervasive carbonote throughout, abundant hemetite staining from 99.8! - iai.00

. . . . . . . . . . . . . . . . . . . . . . FAULT ZONE - fragment of diorite in a matrix of fault gouge

M I

10 cm wide patch of epidoti lost core from 102.1 - 103.05

u I disseminoted epidote _ _ - _ - - _ - - _ - - - _ - _ _ _ _ _ _ -

ALTERED DlORlTE - fine to medium grained. light green, abundont pervasive carbonate

LOGGEO BY: WKH COMPLETION OEP H:

-

- - - v

I

w E n

-

100 (

105 (

110(

3151

320 I

325 '

330

335

340

- L

W I - a E?r r w w z 20 40 €U 80

20 40 60 80 i ; : i i i : : i

mmom __I

% +%RECOVERY+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

... i .... i .... i . :. ~ . i ~ ........ i ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

...............................

. . . . . . .

. . . . . . . . . ... i .... j . . . ; .... j...: : .... > ... ?....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ : # i : : ; i i ; ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

i ~ . ~ ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... ............I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ...,... , ....... .~ ........................

. . . . . . . . ~ ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -1 10.0 ........ . . ....,........... . .:~ .................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . - ......................... :..~... ...... :... . . . . . . . . . . . . : . p i : I . . . . . . . . . . . . . , 11.0 ... ~j ... ; .. j ...;.... I ........... I ...... ~..:~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ; ....... ; ....; ....; .............. <.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -1 12.0 .. j .... j .... j ... j .... : ..... ;... ~I ~:. . <... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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

. . . . . . . -113.0 .... ; . : ~ ~ ~ , ~ . . . . . . ;.~;..: .... ;...: ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ~ .......................................... . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . -, 14.0 ... ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

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

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... " ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . : ~ ~ ~ : ~ . ~; . ~; . ............... :.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . .

. . . : . { I t * ; . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . : .... : ~ . : ~ ~ ~ ; . ... ~;.. ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 119.0 ................... ; .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : ,i ~ ~ ~ * ; . . . . . . . . . . . . . . . . .

CP Rai

ASHCROfl PROJECT AZIMUTH 300 DIP: 80 DEPTH: 000 Elgin Exploration Co. Ltd. - BQ Core GRID COORDINATES: 10304 N 10013 I UTM: 5622a49.785 N 627900.243 E

DIP:81 DEPTH: 61.0 /D1P76 DEPTH: 126.5 BOREHOLE NO: ASH92- 1 Project No: El4 ELEVATION 895.663 (m)

- 6

s DESCRIPTION rx

?

........................................................ - medium grained. green/white

_ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . DlORlTE - fragments of altered

seperated by veinlets and of carbonate and chlorite

ADDITIONAL I I t- a W 0

COMMENTS

350.0

355.0

tches 01 pervasive rbonote and small zones of matite stoining, mostly icky t360.0

370.C I 37% I

st core from 115.59 - 16.60, some hematite aininq along veinlets, 'v blocky

-385.1

r390.1

iult gouge from 119.75 7 20.25

- E v

I

w z n

120.0

121.0

122.0

123.0

124.0

125.0

26.0

t128.0

130.0

131.0

c

133.C

.34.1

mRQDa 20 40 60 80 *Z RECOMRY+

20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . .....................................

. . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................

: .=: . : : . : ~ . . . . . . . ................. : ... . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . .

. . . . . . . . . . . . . .............. ~:~ ~.: ... :... .: .... :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~. ..: .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . 8 ..... : .....:.. ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. ~:.. ...... :.. ...... :.

. . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... .................... . . . . .

:.. . . . . . . . . . . . . . . . . . . . . . . .

;. .................. :.. ... ~ ~ : . ..... :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . .

. . . . . . . . . . ............................. . . . . . . . . .

. . . . . . . . .

. .

............................... . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.................... ............. . . . . . .

. . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

. . . . . . . .

. . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

J

AZIMUTH 300 DIP: 80 DEPTH: 000 BOREHOLE NO: ASH92- 1 DIP:81 DEPTH: 61.0 /DIF:7G DEPTH: 126.5 UTM: 5622449.785 N 62790C.243 E ELEVATION: 895.663 (m)

Project No: 814

- a €3 [ID CD - a, 0 - :: i -

ADDITIONAL 1 55 1 + E? n COMMENTS

395.0 ~ c k y throughout, small ies of bleaching

400.0 I 405.0 i 410.0 i

F 420.C

425.( 1

1 4351

I 440.1

ASHCROFI PROJECT AZIMUTH 068 DIP 4 5 DEPTH: 000 Elgin Exploration Co. Ltd. - BQ Core DIP:42 DEPTH: GO.I/DlP: 3 3 DEPTH 123.4

UTM: 5622384.143 N 627648.102 E RDINATES: 10243 N 9759 E

BOREHOLE NO: ASH92-2 Project N3: 814 ELEVATION: a71.551 (m)

5.0

7.0

8.0

9.0

10.0

11.0

.12.0

.13.0

14.0

- E v

I + a w 0

- 0.0

-

-1.0

-

- 2.0

-

- 3.0

-

-4.0

-

-5.0

-

I

n L-)

< ( u

d L n L

ROCK DESCRIPTION

Z J - 0

E f

2 % 2 &

L

'. ' . OVERBURDEN . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . ..................................

. . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . i t : ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . .

. . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

LOGGED B Y WKH REVIEWED BY: WKH WAJ Fig. No: ASH92-2 j CP Rai

ADDITIONAL

COMMENTS

tense epidote alteration i m 4.60 - 5.20, hernotite ime carbonate along ictures

lidote veining. blocky. matite along fractures

m staining of some ienociysts. epidote :inlets, blocky, bottom mtoct ot 40 degrees ,st core from 8.15 - 9.20

iottered from 9.20 - 9.60

itense epidote alteration ccurriog as patches, tringen & veinlets. itense shattering and pidate intrusion at the ottom of the unit has roduced o mosaic texture

.-

- c - - I E w n

m

5.0

10.0

15.0

20.0

25.C

30.C

35.[

40.1

ASHCROFT PR3JECT AZIMUTH 068 DIP 45 DEPTH: 000 Elgin Exploration Co. Ltd. - EQ Core GRID COORDINATES: 10243 N 9759 E

OIP:42 DEPTH: 60.1/DIP: 38 DEPTH 123.4 UTM: 5622384.143 N 627648.102 E

- E

L,

T

w K n

15.0 ~

~

-16.0

-

- 17.0

-

- 1 8 0

~

-13.0

-

-20.0

-

21.0

-

-22.0

~

-23.0

-

-24.0

-

-25.0

-

-26.0

-

-27.0

-

-28.0

-

BOREHOLE NO: ASH92-2 Project No: I314 ELEVATION: 871.551 (rn)

w 2 mRODm a I 20 40 60 80 Ul eX RECOVERYO a

20 40 60 80 , . a ~ : : ~ ; <

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

..............................

. . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . .

. . . . . . .......... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ....................................

. . . . . . . ~ : , i*: j ~ I . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... ~~ . ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... .: ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . .: j : . : : ,

. . . .,. ..;... ; .... : . . : . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ; .... ;~ . . : ........ ; ....... ~.~ . . . . . . . . . , . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . , . . . . .

. .

. . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . , . ; i . . : e . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................ . .

. . . . . .... im.: .... : .... ;. ~.: *~ ~i .. ..:..

. . . . . . . .

. .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

CP Rai

m - c - - 2

" > ADDITIONAL v

I + Q w

ROCK f o 8 %

LL s g DESCRIPTION COMMENTS

E

U U l

a 6 U l

#

bottom contoct at 45 degrees, blocky, hematite stoining along Iroctures. some potchy epidote. lost core from 18.30 - 19.55

blocky shattered near lost ore zones, potchy epidote Iteration more prominant ear the bottom, mofic olconics from 28.40 ~

9.05, lost core from 25.15

to greenish grey felsic clasts with occasional K-spar phenoctysts in an intermediate groundmoss

25.60 & 26.00 - 21.20

- 50.0

- 55.0

- 60.0

- 65.C

- 70.C

- 75.l

- 80.1

85.1

t

- ASHCROfT PROJECT AZIMUTH 068 D I P 45 DEPTH: 000 Elgin Explorotion Co. Ltd. - 80 Core GRI2 COORDINATES: 10243 N 9759 E UTM: 5622384.143 N 627648.102 E

UIP:42 DEPTH: sO.l/DIP: 38 DEPTY 123.4 BOREHOLE NO: ASH92-2 Project No: 814 ELEVATION: 871.551 (m)

- c - v ADDITIONAL

COMMENTS 1 +- w a n

SAMPLE TYPE m ti w [ X I , [ID - 0

31

rn ROD rn 2 20 40 60 80

* X RECOVERY* a 20 40 60 80 r

. . . . . 4R3

w - - a .5c rn

F Y E S

30.0 1 . . . . . . .

I

a n 0

!A

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ........... . : ~ .. . > ~ .~ .... :...: .... ~ . .

-31.0 ....................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .................. , . ~ .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -32.0 - ............... ;... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ................................. ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -33.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

~~ *~ ... : .... : ..... : ........

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .... ~ .... i . .~ . . . . . . . . 4R3 . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . -34.0 . ~ i ~ ~ I ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

~ .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -35.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .............. . . . . . . . . ~ ; . ~ ~: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....; ....; ...... ~ ; . ~ ...................... . . 15.0 . . . . . . . . . . . . . . . . . . . . . . . . .

~ .... ;..l ...... . ~ . * . """ R3 . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , ........................ .............. . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . .... . . : .............. ., ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. ....... . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ....; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... ~ ~ 494 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . .. .; ................................... :... . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................... . . . . . . . : : ,., ~ : : ~ . . . . 4R3 . . . . . . . . . . . . . . . . . . . . . . , . . , . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . .

100.0

dndont epidote occurring 105.0 disseminated blebs -10%) throughout, blocky, itlered near last core

110.0

I VI " z & L i m 8 =

S & LL

2 % Y

ROCK DESCRIPTION

t 1 contact at 15 degrees, undanl carbonole .ingen. some chlorite and 130.c 'y along fractures

-115.0

-120.0

:t care from 37.10 - 38.00

145.0 ldspor porphyry dyke from 1.40 - 44.85

L

~

-125.0 .

enite xenolith

icky from 41.75 - 43.90

-135.C

-

-140.[

I ASHCROFI PROJECT I AZIMUTH 068 DIP: 45 DEPTH Oil0 [ BOREHOLE No: ASH92-2 I Eiain Exdoration Co. Ltd. - 60 Core IDIP:42 DEPTH: 6 O . l / D i P 38 DEPTH 123.4 IProiect No: 814

. . . . . . .

. . . . . . . . ........................................ . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . . .

. . . . . . . . . . . . .

. . . . . . . . . . . .

. . . . . . . . . . . . . .

. . . . ............................ . . . . . . . . . . . . . . . . . . . . .

. . , . . . . . . .

. . . . .

. . . . . .

. . . . . . . . . . . . . . . . . . . . . ...................... . . . . . . . . . . . . .

. . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . .......................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . .

LL

-I m L 3 - ~

ROCK 0

I > v)

m

0 2 DESCRIPTION rA

ophanitic, ~

dark

magnetic, occasional 1 mrn long plogioclose phenocrysts comprise I-2% of the unit

ADDITIONAL I - i

COMMENTS

-150.0

cky from 47.20 - 49.00 -155.0

-160.0 ittered throughout, vague . ccio texture, lost core m 49.40 - 50.20, fault a t 6 0

-165.0

t core from 50.65 - 53.30

-170.0

-115.0

180.0

:nite dyke from 54.10 - .20 ,t core from 54.40 - 55.85

185.C

rcky from 55.85 - 60.00, ;t core from 56.65 - 58.80

i 190.(

i 19%

?--. E v

I +- 4 n

- 60.0

61.0

62.0

63 0

64.0

65.0

56.0

t -67.0

-

-68.0

-

-69.0

t

t 72.0

[ 73 .0

14.0

i

J _I 1 man. I 20 40 60 80

20 t o 60 80 5 +% RECOVERY*

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . . ..........................................

. . . . . . . .

. . . ~ ~ . . ~~ ...,..a .... ; .... i...:.. i .. i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

.......................................... . . . . . . . . . . . . . . . . . . . . . . . . ,~.~~:l .... ~ . . . I ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . ............................ : ~ ~ . : ........ . . . . . . . . . . . . . L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ , ~ ~ ~ ~ ~ ~ . I ......... : .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. ..................... . . j..~.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ ........ ~~ ~ ; ~ ~ . ~ ; . ~ . ~ ............... : ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . .... ;..; .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . ....; .... ;. ..; ....; .... :.. .: ...... < .... <.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

'.i .... i .... i .... .... .... ;*;~ $. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . .

......................................

. . . . . . . . .

.............. " .................... . . . . . . . . . . . , . . .

. , . . . . . . . . . . . . . . ................................... ". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

..........................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... : : : . : : * i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . .

. . . . . . . . . . . . .

. . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . :.: : ~ : : ~ :< . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

- c ADDITIONAL v

2 COMMENTS r +-

n

:nite dyke with mofic dyke noliths from 60.85 - .80. trends at 45 degrees

.200,0 ~

-205.0

:d im grained diorite nolith from 63.50 - 64.35 -

-210.0

-215.0

icky from 66.00 - 69 65

-220.0

it core from 67.55 ~ 68.30 ~

eccialed dinrite xenolith - im 68.30 - 68.50, mofic -225.c mlcanics from 68.60 - 68.85. i e p i n e d diarite 'nolith from 69.00 - 69.25, iotiered from 69.65 - 71.60-

st core from 70.15 - 70.80 -230.(

23%

ocky from 71.60 - 72.00. i e grained diode !nolith from 11.80 - 71.85

!ry shattered, o~ca5ion0l irbonote veinlets

-240.1

bbndant carbonate ~ . 1 tringers, small diorite 245.1 enoliths at 74.30, 75.50 h WPLETION DEPTH: 123.4 rn WPLETE: 24/07/92

Page 5 of C

I ASHCROFT PROJECT AZIMUTH 068 DIP: 4 5 DEPTH: 000 BOREHOLE NO: ASH92-2 Project No: 8 1 4 - ,plcrotion Co. Ltd. - BQ Core

)ORDINATES: 10243 N 9759 E UTM: 5622384.143 N 627648.102 E ELEVATION: 871 S 5 1 (m) OIP:42 DEPTH: SO.l/DIP: 38 DEPTH 123.4

:TYPE - [z IRERUN IXI H [ID - --- m l I h

E v

I

w z a

75.0 -

76 0

77.0

78.0

79.0

80.0

31.0

~

-82.0

-

-83.0

-

-84.0

-

-85.0

-

-86.0

~

187 .0

39.0

d i Ran k 20 40 60 80 5 + X RECOVERY+

20 u) 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . .

. . ......... ~ ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. ......... . . . . . : . # j : i , . . . . . . . . . . . . . . . . . . . . ............................... I ....

. . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . ........ ,. .... ~~ . :.. ....... ~ .......... :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ : ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . ............. j ............................. . . . . i.i . i i ' :* . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . .

. . . . . . . . . . ... : . ~ . ..l .... : ................ i ~ . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

..... ..;. ..; ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . .

.................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; ~ : ; ........ : ..... ;... : . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . ... ~ ; . ~ .,...; .... : .......... : . ~ ~ : : . . . . . . . . . . . . . . . .: , i i * ; : I . . . . . . . . . . . . . . . . . . . . . . . . .................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . .

,

. . . . . . . . . . . . . . . . . . . . . . .............. , .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . i * i : : ; + ! i . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . i i i ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Y

bottom contact at 75 degrees, blocky, small stringers of mofic dyke

shattered from 78.10 - 83.4

lost core from 79.70 ~ 80.5

blocky from 83.40 - 87.50

abundant mafic & intermediate volcanic & dioritic xenoliths from

lost core from 86.00 - 86.E

bottom contact at 35

-

- c - v

E n a w

-

!50.(

!55.(

!60.(

165.1

270.1

2751

280.

285.

290.

I , I

I

/ LOGGED BY: WKH REVIEWED B Y WKH WAJ

lCOMPLETlON DEPTH: 123.1 ICOMPLETE 24/07/92 e J Fiq. No: ASH92-2 Poge 6 of 9

I

w c K

-92.0

-

-93.0

-

-94.0

-

-950

~

-99.0

-

-100.1

-

-1Ol. l

-

'6.0

C102.1

103.1 I 04.

* X RECOVERY* 20 +a €4 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

. . . . . ........ . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i r . . . . . . . . . . . ................. .... . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................

. . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ..................................

. . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... : . . . . : ..... : ..... :.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... :~.. : ..... : ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ~ . . j ......... : ........ :. ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . : : . . . . . . . .

~ ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ............................ ~~~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ;~~ ~;. .~ ............ ; ......... .:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;.. .; ....; ....; ............. ~: ..... : .... ;.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :~ ................ ;... :.. ..: : .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....; ........ ~: ......................... . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

3 ......... . . ..; . ~ . : ~ .i~ ............ *... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. .

. . . . . . ...............................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ; ....; ....; .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . _ ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . .

. . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . .

....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +.: ..;~ . . . . . . . . . ...............................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

...........................................

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

. . . . . . . . .

. . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

..................................... . . . . . . . . . , : i ; : / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

'P J Rai v

LI

ROCK DESCRIPTION

5 z 5 r

$1

d m L

2 0 z * - I ,

I

I ,

, I (

VA

ADDITIONAL

COMMENTS i f n

t300.[

- ~ n d a n l smoll matic

thoughout. bottom contact at 60 degrees, blacky from 95.00 - 99.40

Jundant epidote stringers nd occosional m o l l einlets, alteration holos

-315.1

-320 1

t

1330.

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

.. . . . . . . . . . . . . . . . . . . . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . .

...................................... . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . .......................................

a ROCK DESCRIPTION

0 M

Ln

d 0 m

f AUDITIONAL

COMMENTS

rge epidate vein from 14.30 - 114.60, dionte :nolith from 114.60 ~

15.50

3 cm wide calcite vein ssaciated with a small iult ot 11630, fault ends at 48 degrees

bundant epidate stringers ith alteration halos roughout, small diarite vke at 123.00

- W I - C L I CcPln 1 1 3 1 .........

-

- I - Y

I K w n

- 345.0

350.0

355 0

360.C

365.C

370.(

37%

,380.1

~385.1

-390.

- n -

MPLtl t : 24/U//Y:! Page 8 of i

UTM: 2384.143 N 627648.102 E ELEVATION: IRERUN R m-

- E v

I

w z n

871.551 (rn)

-

- 120.0

LOGGED BY: WKH I RNIEWED B Y WKH WAJ 1

I

.121.0

WPLETION DEPTH: 123.4 WPLETE: 24/07/92

Page 9 of C

.i22.0

.123.0

124.0

125.C

26.C

i27.C i 128.C

t129.C

133S I 134.1

L

- ‘PE

m a o m 20 40 60 80

* X RECOVERY* 20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .. .~ ..... .... - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

. . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................ ,. . .

. . . . . ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . ......................... 1~ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . .

........................... 1 .... : ..... :.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . .

........................... ~ : . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . .

. . . . .

...............................

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. . . . . . : ~ , ~ .................... . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . .; ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . .> ....; ....; .... ;.. .. ; ~ ~ . & ..... . . . . . . . . . . . . . . .

. . . . . . . . . . . . , . . . . . . . . . . . . . . . . .

. . . . .. ......

. . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... ~~,~ ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . ......................................

. . . . . . . . . . . . . . . . . . . . . . . . ......................... . . . . . . .

, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . .

.................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

J P Rai

ROCK DESCRIPTION

ADDITIONAL

COMMENTS

ND OF HOLE

-

- c - v

E h n

-

395.0

400.0

405.C

410.C

415.C

420,(

425.l

430.1

-435.1

-4401

- 1 -

- E

a a

0.0

v

I c w

-

1 .o

2.0

3.0

4.0

5.0

.o

AZIMUTH 140 DIP: 76 DEPTH: oon bTM: 5622937.679 N 627739.471 E

1 7 . 0

BOREHOLE No: ASH92-3 Project No: E l 4 ELEVATION: 818.765 (rn)

18.0

1 competent, blocky from

-

- 9.0

-

-10.0

-

-11.0

~ 10.0

- 15.0

12.0

[13.0

~ 20.c

~ 25s

- 30.C

~ 35.[

- 40.1

- 45.1 i

4.0

e I

ROD 20 40 60 80

* X RECOVERY* 20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . .

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

. . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... ~... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i ~ .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . .

. . . . . ... .,.. ~~ .... ; .... : ..... : ........ . . . . . : .i.* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . ........................... :~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; .... ;. .;... ~ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . : ; I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

J Rai LOGGED BY: WKH REVIEWED B Y WKH W A I Fig. No: ASH92-3

ROCK DESCRIPTION

X E R B U R D E N / C A S I N ~

DIORITE - medium groined, green/white, plagioclose 60-65% amphibole 35-40%, equigranular, massive, mognetic

ADCITIONAL I I t w a n COMMENTS

inlets, carbonute halos rround the epidote inlets (1 -2cm wide)

A dPLETlON DEPTH: 125.9 rn dPLETE 01/06/92

Page I of !

ADDITIONAL I E % a COMMENTS

- 50.0

~ 55.0

t core from 17.25 - 17.65.

- 60.0

ense epidote olterotian m 19.20 - 21.00, quartz -. *onate vein a t 20.00 ndinq 5 degrees - 65.C

~ 70.C

- 75.c

- 80.[

- 85.(

- 90.1

- 95.1

t I

ASHCROFI PROJECT AZIMUTH 140 Elgin Exploration Co. Ltd. - '30 Core CRlD COORDINATES: 10796N 9866E

DIP: 7 8 DEPTH: 000 UTM: 5622937.679 N 627739.471 E

ADDITIONAL I -

BOREHOLE NO: ASH92-3 Project No: 814 ELEVAnON: 818.785 (rn)

L

COMMENTS

SAMPLE TYPE [z I' z

VI i d

- - a . k z a

Z Y

30.0 . . . . . . . .

I

.ROD. % 20 40 60 80

20 40 80 80 3 a - a

0 ' m '. * X RECOVLRY* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i i m R 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ........................................... . . . . . . . . .

......................................

. . . ~ ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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

. . . . . . . . . . . . . . . . . . . . . . . . . . . . ... : ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . .

- ................. ,..... ...~ .... 1 .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., . . . j ~ ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

-35.0 . . - ............ ;... ; . :~~ ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

....... i. . j .... i...?...~?~ ~~;.l..4R3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

6 0

- ... ;. ..;.. ...... ; ........ ~:..~ ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . .

. . . . . . . . . . . . . . . -370 ....................... ~~:~ ~ ~ . . ~ .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ...; ........ ;.. ...... ; .... ;.~..:~ . : ~ ~;. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

-38.0 .. ,....; ....; ....; ....; ....; .... ;...:~~ ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

' ' : tR3 -39.0 . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

~ ...................................... . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -40.0 ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . - . . _ ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -41.0 ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

............................... . . . . . .m:''qR3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................

. . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

7 lO0.C

7 lt4 H

LOGGED BY: WKH

g m REVIEWED BY: WKH WAJ

-105.C

- 1 lo.(

- 1 I5.l

- 120.1

, x k y to shattered with ome lost core from 44.00 -

-140

-145

CP Rail J Fiq. No: ASH92-3

h

v

I + a

~4

51.0 t i

-52.0

-

-53.0

-

-54.0

-

-55.0

-

-56.0

-

-57.0

-

-58.0

-

i9.0

rn Rao rn 2 0 u l M 1 8 0

20 ul M1 80

a 3 v) +%RECOVERY+

. . . . . . . ~ : : ~ ~ : i q :( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ ~ ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.................... .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . : i * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... ~ : ~ ~ : ~ 1~ .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... :. ~ : . ~ . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; ... ~ ~ ~ . , . ........................ . . . . . . . . . . . . . : : i i : , ; . i . . . . . . . . . . . . . . . . . . . . . . .........................................

~~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ..; ..;. ..; ......... ~ : ~ ~ ~ . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . : . : : : i ; : i . . . . . . . . . . . . . . . . . . . . . . . . . . . ., .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . : : . . . . .

ADDITIONAL

COMMENTS

)cky from 53.00 - 54.10

x k y from 55.30 - 56.00

x k y from 56.60 - 57.30

ocio, from 58.00 - 61,OO

st core from 59.25 - 59.7

~~

l d b 4 l LOGGED BY: WKH 1' 4PLETION DEPTH: 125.9 REVIEWED BY WKH WAI 1 ' APLETE: 01/08/92

I I Page 4 of 9 J em lbg. No: ASH92-3

- - c v

I + h n

-

150.C

155.C

160.C

165.C

1 lo.(

175.(

18O.i

18%

190.(

-195.1

- L

5.0

67.0

68.0 1

ASHCROFl PROJECT AZIMUTH 140 Elgin Exploration Co. Ltd. - BQ Core GRID CC DINATES: 10796N 9865E UTM: 5622937.679 N 627739.411 E

DIP: 78 DEPTH: 000

69 0

70 0

7 1 0 -

12 0

13 0

t o

BORE= No: ASH92-3 Project No: 814 ELEVATION: 819.785 (rn)

il

.RW. 20 40 60 80

+% RECOVERY+ 20 10 60 80

. . :,; : ~ ;*: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

...................................... . . . . . . . . . . . . . . . . . .... ...... . . . . . . .

. . . . . . . . . . .......................................

. . . . . . . . . . . . . . ........................ ~ .......... . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . .......................................

........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; i . , . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ................ , ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., ....... .~ .... ~ . . .:... .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . .

. . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . ..; ....; ... :. . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... j ... ;. . i . m ..... : ..... : . ~ * ~ : ~ ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ._, ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. " ........ " ........... . . . : I . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . : : : I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

. . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

LL ADDITIONAL

COMMENTS

~cky to shattered tram .40 - 66.45

t core from 66.45 ~ 61.0

rlt trending 50 degrees a l 30, very high carbonate nlent in gouge

APLETION DEPTH: 125.5 APLETE: 01/08/92

-

- I - L,

1 + h a -

'0O.C

!05.C

!lo.[

!15S

220.l

225.1

2301

235:

240.

245.

L -

ZMf -

v

I t

1 .o

82.0

83.0

84.0

.85.0

-86.0

-87.0

-88.0

39.0

.. ..... .~ ~ ................................... ~ ~. ~ ............................ ~

OlORlTE - medium to coarse grained, plagiociase 60-65% amphibole 35-40%, gradational contact

- I - c ADDITIONAL L

w E i a COMMENTS

~

-250.0

255.0 I 260.0 1 265.0 i

-270.C

-275.C

-280.(

- E v

I a' w c

- 90.0

91.0

92.0

93.0

94.0

95.0

6.0

97.0

98.0

99.0

100.0

101.0

102.0

103.0

54.0

J J .ROO. k 20 40 64 80 5 +%RECOVERY+

20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . .

. . . . . ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . .

. . . . . . . ............................ ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... j. ....... :~ .. :. ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . ......................... :. : . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ :~~ ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... i .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ........................... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : m ...;.. ; ............................ :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ...................................... . . . . . . . .

. . . . . . . . ........................................ . . . . . . . .

......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

DESCRIPTION - 6

4

LL

E

. . . . . . . . . . . . . . . . grodationol

ADDITIONAL I + w n a COMMENTS

! -3OO.l

-305.1

I 3 10.1

I 315.1

1325.

t

i'", i.,. 1340

_ . I h A 4 1 I

I I Page 7 of

LOGGEO BY: WKH I dPLETlON DEPTH. 125.9 rn REVIEWED BY: WKH WAJ I dPLETE 01/08/92

J em l f ig. No: ASH92-3

ADDITIONAL 1 2 lz + R w n COMMENTS

I

1345.0 : 350.0

355.0 1 360.0 i I 365.C

t 370.1

380.( F I 385.1

Nosive epidote iteration. sausseritizotion -3901 ! chloritizatian from 118.55

- E v

I

w z a

120.0 -

121.0

122.0

123.0

124.0

125.0

26.0

127.0 t 128.0 i 129.0

130.0 I -131.C

-

-132.t

-

-133.C

-

34.[

mo 3 20 40 MI 80

4% RECWERI* 20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . : : , : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . .

~~ ~

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. .:.. ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . , ~ .......................... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 3 . . . . . . . . . . . .~~ ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... : ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..i .... i .......... ;.. .:. . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . ..... i ............... :. ... :~ ........ i. . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .; ......... ; ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . ..................... ." ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . ................................... . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . . . . . ................................. . . . . . . . .

. . . . . . ................................... . . . . . . . . . . . . . . . . . . , . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

1 P Rai - Y

ROCK DESCRIPTION

NO OF HOLE

- & L ADDITIONAL - k COMMENTS I + n

395.0 t 400.0 I 405.0 I

1 415.C

I 420.C

425.( 1 430.l I

1 4351

4401 t LOGGED BY: WKH 1 WPLETION DEPTH: 125.9 m

I MPLETE 01/06/92 I

Poge 9 of I

- E v

I

w K n

0.0 -

1.0

2.0

3.0

4.0

5.0

.o

t

,4.c

. J J rn RQD = 20 40 60 ao 5 * X RECOMRY6

20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,

. . . . . . . . . ~ .................... ^.

. . . . . . . . . . . . . . . . . . . . . . . . . . .................... . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ...............................

. . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

........................ . . ~ l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ~:~ ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. : .:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . ...................... j. .......... .:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . ..... .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . ...... ...;. ............ : ......... . . . . . . . . . . . . . . . . . . . . . . ...................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. ; : : . : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

............................... . . . . . . .

............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...............................

. . . . . . . . , . . . , . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ ,. ~ : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . ........................... " ..... . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . .......................... . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . , . .

. . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . .

ADDITIONAL I - L F

w a n COMMENTS

I 0.0

t

- 10.0

..ocky, some disseminated sericitic alteration

hard but brittle, blocky. 1 2 5 . 0

hematite staining along fractures

IORITE - medium to coarse grained,

~ odationol with above unit, - blocky hard but brittle, - 40.( shattered from 12.50 - 14.C.

. . . . . . . . . . . . . . . . . . . . . . QUARTZ TRACHYlE - occosionol K-spar phenocrysts, ophanitic. dark green

- 45.1

I 1 I , I I , I r

LOGGED BY: WKH ICDMPLETION DEPTH: 130.4 m ICOMPLETE: 03/08/92

Fig. No: ASH92-4 I Page 1 of !

- 15.0

20.0

- 30.C

- 35s

I

ASHCROtl PROJECT AZIMUTH -

Eigin Exploration Co. Ltd. - BQ Care DIP 90 DEPTH: OOO/OlP:84.5 DEPTH: 130.40

2

ROCK DESCRIPTION

0

z

2 0 m

m

z

EOREHOLE NO: ASH92-4 Project No: 614

composition, weakly magnetic

ADDiTIONAL

COMMENTS

d but brittle, blocky m 18.90 - 29.00

- 50.0

- 55.0

- 60.0

- 65.0

- 70.0

- 75.0

- 8O.C

- 85.C r

- go.(

~ 95.1

. . . . . . . . . .

. . . . . . . . . . .

..............,... ..... ~ ...._........_ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. , . . . . . . . . . .

. . . . . . . . . . . . . . . .

. . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . , . . . . .

CP Raim

ASHCROFT PROJECT AZiMUTH -

Elgin txplcrotian Cc. Ltd. - BO Core GRID COORDINATES: 108.30 N 10209 E UTM: 5622982.102 N 628074.381 E

DIP 90 DEPTH: OOO/OIP:84.5 DEPTH: 130.40

II

BOREHOLE NO: ASH92-4 Project No: 814 ELEVATION: 784.634 (m)

- U

-1oo.c

-105.(

-110.(

- 1 15.1

-1201

-125.1

-130’

-

DESCRIPTION

cfic volcanic xenoliths a! I .oo

I ADDITIONAL I

-135.

-140

I + 0 k COMMENTS

d-10 cm zones of very fine grained dionte at 35.40 k 37.50, blocky from 36.00 ~

43.60

blocky. lost core from 44.15 4 A d DIORITE - fine to medium grained, green A -1- very mcgnetic 44.35 1 I45 white, plogioclase 85590% mcfics 10-15%,

I ‘ t

I

ADDITIONAL 1 I + h a COMMENTS

ittered from 45.50 - 53.30- -150.l

~ 155.l

-160.1

1170.1

xky from 53.30

ocky throughout, hairline octures filled with rhonote scattered roughout, smoll fragments felsic votanics

i merited by extensive irbonate from 57.85 - 3.00, interpreted to be o iult trending at 45 degrees

60 . -

-61 0

-

-680

-

-69 0

- .

-700

-

-71 0

-

-720

-

-730

-

'4 0

n

.ROD. I h 20 40 50 80 +Z RECOVERY+ LL

20 40 60 80 2 I?

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ....

................................ . . . . . . . . . . . . . . . . . . . . . . . . . 3 ; . ~ j j j :+R4 . . . . . . . . . . I .~ .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

.......,.... j . ~ . ................... . . . . . . . .

. . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ I ........................... : .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: . L ~~i . i ............... i.. .. i....j..9R3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ; ......... ; ~:~~~~~~ ............. . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . ......... ~ . ; ~ ......................... : .... . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

..; ....; ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .......................................

. . . . . . . . . . . . . .m...i .... ;... : ... .i...i. + .... R3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .~L ; ~ : ~ * ~ i ~j .j . i ...... +RJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . .

. . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

....................................... . . . . . .

. . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . n r R 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

m - c ADDITIONAL v

z ROCK I

w n a 2 4 DESCRIPTION COMMENTS z o

u r n a L.

I , I 1 I I I , I I , I

............................................ ALTERED FELSIC VOLCANICS - bieached" '' '' '' '' white appearance. occasional K-spar phenacrysts

f&&TZ-FcLOSpfi P 6 R ~ ~ F ? - - m > k ~ white- K-spar laths (15-25%) in on ophanitic groundmass

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ _ ~ ~ ~ QUARTZ TRACHME - scattered K-spar phenocrysts in on aphanitic groundmoss of granitic composition. greenish grey

, I I I I 1 I 1 I 1

very abundont corbonote olterotion as stringers &! veinlets importing a breccioted oppearonce. blocky throughout

-very blacky to shattered, same carbonate stringers. -225. lost core from 69.00 - 69.40.

-230

-200.1

-205.1

-210!

-215.

-220.

darker colored than previous alcanics, irregulor zones

of quort2 feldspar porphyry, i blocky throughout t I L

i 240.0 / 1 / 1 / /

245.C

small interemdiote to felsic VOlcaniC xenoliths + diorite xenoliths seen at the top of the unit, small zones of intense corbonote and mincu eoidote ond hematite

QUARTZ FELDSPAR PORPHYRY - milky white K-spar laths comprise 15-20% of unit

blocky I LOGGED BY: WKH ICOMPLETION DEPTH: 130.4 rn

(COMPLETE: 03/08/92 e REVIEWED BY: WKH WAI Fig. No: ASH92-4 I Page 5 of 9 J

ASHCROFl PROJECT Elgin Exploration Co. Ltd. - BO Core GRID COORDINATES: 10830 N 10209 E

_-"-_I ...... REVIEWED BY: WKH WAJ

I U em lE0. No: ASH92-4

AZIMUTH ~ BOREHOLE No: ASH92-4 DIP 90 DEPTH: ODO/DIP:84.5 @EPTH: 130.60 UTM: 5622982.:02 N 620074.381 E ELEVATION: 784.634 (m)

Project No: El14

ADDITIONAL I I + El n COMMENTS

i 250.0

t 270.(

st core from 81.40 - 1.70, fault gouge trends o t j degrees

t ocky to shattered. same - irbanate stringers at hiqh - )re angles at the top of le unit. 10 cm long wcioted zone with o -215.( irbonate matrix a t 86.45 -

,st core from 84.80 - 86.40 -

t

2851 t nit has a patchy appearance ue to differential lterotion and small clasts f aphanitic felsic olconics. last core from 7.80 - 88.40 hattered from 88.40 ~ 88.50 L 88.95 - 89.00 xtensive carbonate ,Iteration from 89.75 ~

MPLETION DEPTH: 130.4 m MPLETE: 03/08/92

Page 6 o f C

- PROJECi AZIMUTH -

ration Co. Ltd. - BQ Core GATES: 10830 N 10209 E UTM: 622982.102 N 628074.381 E

DIP 9 DEPTH: 000/DIP:84.5 DEPTH 130.40

.04.0 I

BOREHOLE NO: ASH92-4 - Project No: 814

ELEVATION: 784.6.34 (m)

J

- - v € I E ! w i n a .

1

9o:o-

1 -

-91.0

-

-92.0

-

-93.0

-

-94.0

-

-95.0

-

.ROD. 20 40 60 80

+% RECOVERY+ 20 40 60 80 . . . . . . . . . . . . , .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . .

. . . . . . . . ........ ^

. . . . . . . . ............................. ~ ........... . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .....................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . j ~ . . . . .................. ~ .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ..................... ....... 1. . .:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ................................... ,..

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j . . . . . . . . ) . . ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . ..i : ~ : ; , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

......................................

...... ; ........ ;... :... .:. ... :. :~ ~:~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . .

. . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . , , . . . . . . . . . .

. . . . . . . . . . . . . . . . . . .

. . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . i ..i .... ; .... :.. .:. :~ ~ L i ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . .

...............................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ..li .... j .... :...< .... <, ~~t.5~ .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.............. . . ~ ~ , . ~.~~~~ ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

P Rai

.6.0

-

-97.0

-

-98.0

-

-99.0

-

-100.0 -

-

-101.0

-

-102.0

-

-103.0 -

-

3i LT ROCK

DESCRIPTION ADDITIONAL

COMMENTS

,c!q from 93.00 - 93.1 ittered from 93.60 - .90. blocky from 93.90 .oo

altered from 95.00 - '

;t core lrom 90.25 - <

it core from 101.25-1

1'4MPLE T

106.0

.107.0

.108.0

.109.0 -

.110.0

11.0

112.0 -

1 1 3.0

114.0

-115.0 I -

-116.0

-1 17.0

-118.0 I -

mmo. 20 40 60 80

+% RECOVERI+ 20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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

. . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ................................. . . . . . . . . . . i o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . ............... ~~:~ ~ : . ~ ~ ........... . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ ~ . j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . .

. . . . . . .

. . . . . . . .; ......... :..; ................... :.. . . . : . . . .,; : : * : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . ............. . . ~ ; . ~ . ............. i.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .; ....; ...... ;~~ ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . ; .: ~.i ; ..................... : ..... :.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

, . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . ..................................

. . . . . . . . ............................. . . . . . . . . . . . . :.: : : ; , : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........

. . . . . . . . ..... . . . . . .

. . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . ,

. . . . . . . .................................. . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . .

: :., : ; + ; . , . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

...................................

. . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . .

...................................... . . . i i i ;

ROCK DESCRIPTION

u v ! L z ?z 1;1

ADDITIONAL I COMMENTS

345.0

1350.0

F 1355.0

1360 C

1365 C

I t core from 111.60-112.20

1370.C

it core from 115.70-1 16.30 380,( I 3851 i 3901 I

~

\MPLE

121.0

122.0

123.0

124.0

125.0

.16.0

127.0 -

128.0

129.0

,130.0 -

131.0

132.0

-133.0

134.0

I

.NO8 20 40 Eu 80

+ 2 RECOVERY + 20 40 Eu 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . .

. . . . . . . . . ~ ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ~ _ ~ . ~ ~ ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . : * . . . . . . . . . . . ............... .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .~ ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... : . ~ . .~.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; ; ....................... . . . . . . . . . . . . . . . . . . . . . : . = . . I I : j . ................ . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . .

. . . . . . . . . . . . . . . . . . ...................... " ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . * ! : : . . .

. . ............... .................... " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . .

......................................... . . . . . . . . .

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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

P Rai

11 ROCK DESCRIPTION

Y c o n d

z m L..

END OF HOLE r

ADDITIONAL

COMMENTS

: last 10 m contains an undance of small raund sic vatanic closts

UPLET 3h 2EPId 130 4 U P I ' C 03/08/92

Page 9 of

-

- - - v

I + & n

- 395,i

400 I

4051

410!

415

420.

425.

430

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- L

- E v

1 4-

w n a

0.0 -

1 .o

2.0

3.0

4.0

5.0

,.O

9.0

10.0 1 11.0

12.0 1 I 4.0

d _I .R(10. 2 20 to 60 80 5 0% RECOVERY+

20 I0 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . ...................................

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....................................... . . . . . .

....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ........................................

. . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . : r : : ; / : : .

. . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..............................

. . . . . . . . . . . . . . . m ; / : . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .......................... . . . . . . .; ~

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ; ....; ........ : . . . ~ ~ ~~i

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . : ....... ; . . .... : ..... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ~ . ; ~~,~,: ~ . i .... j .......... j . . . i ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. .................... " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... . . * . + ~ ~ ! ~ ....... . . . . . . . . . . . . . . . . .

. . , . . . . . . . .................................... . . . . . . .

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: . : . , : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . .

'P J Rai

ASHCROFT PROJECT AZIMUTH 228 BOREHOLE NO: ASH92-5 Elgin Explcration Co. Ltd. - BQ Care DIP: 75 DEPTH: 000 Project No: 614 GRID COORDINATES: 10658 N 10290 E UTM: 5622830.102 N 628167.381 E ELEVATION: 795.753 (m)

- RERUN [ID I (u u)

ITYPE -

0 VI 8 z &

o f g m

I = ' z o 4 m

w u l a

n L __ . . . . . . . . . . . . . . . . . . . . . . . . a & A 4 U b bQ 4b & a * A a 0

4.5 b 4 a & b E

4 b b 4 U A b e

4 b b 4

U b b C

4 b b P

b l 4 b b 4 U b b (

4 b b 4

A < 4 & & 4 4 b b l

4 b & 4 4 b b < 4 b b 4 U b

b ( 4 b b Q

a &

a b

ROCK DESCRIPTION

OVERBURDEN

QUARTZ DIORITE - med grained, green/white equigranular. massive. feldspartqtz 75-80% mafics 20-259., plogiaclase has a light green tint, magnetic

ADD[TIONAL

COMMENTS

- - - v

r K w a

__ 0.0

5.0

15.(

20.(

25.1

30.1

35.

- 40.

- 45.

- n -

~

18.0

19.0

20.0

21.0

~

-22.0

-

-23.0

-

-24.0

-

-25.0

-

-26.0

-

-27.0

-

-28.0

r

w a c w 3 .ROO. a I 20 10 60 80 v) *I RECOVERY*

- 20 40 MI 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . : . . : . : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... . . :~ ... :~ . . . . . . . . . . . . . . . . . . . . . . . i ' * . . . . . . . . . . . . . . . . . , . . .............................. . . . . . . . . . . . . . . . . . . . . . .

. , . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

..... ., ................................... . . . . . . . . . . . . . . . . . . . . . . . . :.: i ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ ..................

. . . . . . . . . . . . . . , . . . . . . . . .

. . . .

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

. . . . . . . . . . . . . . . . . . . . . . . ...............................................

. .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : . i.i . . . . . . . . . . . . . . . . . . . . ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

....

. . .

CP Rai

n ADDITIONAL

COMMENTS

utteration zone from 26.50 - 26.80. 10 cm patch of epidote with twa I cm cohonote veinlets. black. easily scratched, high chlorite content, bleaching of country rock 20 cm on each side

- - v

I + w n a

- 50.0

55.0

60.0

65.0

70.0

75.0

80.0

85.0

90.0

95.c

w h

5 121

ASHCROF! PROJECT AZIMUTH 228 DIP: 75 DEPTH: 000 Elgin Exploration Co. Ltd. - EQ Core

GRID COORDINATES: 10688 N 10290 E UTM 5622830.102 N 628167.381 E

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . .

. . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . , , . . : . m i .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : ~ ....................... . . . . . . . . . . . . . . . . . . . . . . . .

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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . .

. . . . . . . . . . .

BOREHOLE NO: ASH92-5 Project No: E l 4 ELEVATION: 795.753 (rn)

ADDITIONAL

COMMENTS

t core from 33.65 - 65, possible fault zone

t core from 37.70 - 39.0

-

- c - - I t

w n n

-

ion.0

105.C

i i n c

11 5.(

12n.(

.125.(

-130.1

~ 135:

-140

-145.

i n -

I

W 0

c - 45.0

46.0

47.0

48.0

49.0

50.0

1 .o

52.0

53.0

54.0

55.0

56.0

57.0

.58.0

19.0

............................ . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . .

. . . . . . . . . . . . .

. . . . . . . . . . . . .

........,.... ; ............. ::. ..

. . .

. . . . . . . . . .

. . . . . .

. . . . . . . . . . , . .

CP Rail

ASHCROFT PROJECT AZIMUTH 228 BOREHOLE NO: ASH92-5 Elgin Explorat;on Co. Ltd. - BQ Core DIP: 75 DEPTH: 090 Project Na: 814 GRID COOROINliTES: 10688 N 10290 E UTM: 5622830.102 N 628167.381 E ELEVATION: 795.753 (rn)

I -. IRERUN - [XI a [ID-

v1 :: z & a z g

m u 0

ZMPLE N P E -

ROCK DESCRIPTION

w m a

0 0 6 U l

Z A a L

d b a A d q < A d b 4 (

a b 4 & 4 Q < A d A d ,

4 b 4 b 4 4 < & a b 0s

4 b 4 b d 4

ADDITIONAL 1 I t W a n

COMMENTS

t -150.(

-155.1 -

- 160.1

165.1

-170.1

-175.

-180.

.

-185.

/ l go .

Page 4 of 9 1

- E v

I

L L 0

K

- 60.0

61.0

I ASHCROFI PROJECT AZIMUTH 2 2 8 iploration Co. Ltd. - 3Q Core DIP: 75 DEPTH: 000

UTM: 5622830.102 N 628167.381 E XIRDINATES: i oma N 1 ~ 2 9 0 E

62.0

BOREHOLE NO: ASH92--5 Project No: 8 1 4 ELEVATION 795.753 (m)

63 0

64.0

65.0

X.0

167.0

t

69.0

70.0 I -71.0

-

-12.0

-

-73.0

-

'4.0

.ROD.

I 20 t o 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ........................... , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ - ~, . . . . . . . . . . . . . . . . . . . . . . . . . . .

, : . . . . : : : u : . . . ........................ .- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . ........................... :~ . :. ..:. . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . ....,........... ~..i .................... . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ : ..,. ..i .... : .... :. ...... ~ ~ : ~ ~ ? ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... .......,.......... . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... .................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ...; .... ;.. ...... : : . .......... .: . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . ....; ..; .... ;... ......... :~ ...... ~ . : ~

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . .

.......................... , ........ . . . . . . .

................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... . . , .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . .................................... . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . : r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

CP Rai u

ADDITIONAL

COMMENTS

-

- I c v

r + 55 n

-

00 0

05 0

100

'15C

'20 c

125 (

!30 [

235 (

240 I

245 1

- -

w - - a Etr T W t - - .ROD. - a n W I 2 0 4 0 5 0 8 0

+% RECOMRI+ a a m 20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... :. ... . . . . . . . . . . . . . . . . # ; ;

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. , . ~ ~ . ~ ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -80.0 ......................... ................ . . . . . . . .

: : . 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0 ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . ~ ~ . : . ~ ; : ; . ~ . ~ . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -82.0 ....................................... , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -83.0 .................. . ~ , ~ . . . . . . . . ... . . . . : : ; . p i . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . - ~. ,~ ...... . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -84.0 ....................... " ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .............. ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -85.0 .... ..; ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ...................... . . . . . . . . . . . . . . . . . . . . . . . . . .

. . , . . . . . . . . . . . . . . . . . . . . . . . . . . . -86.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -87.0 ... : . ~ ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . , . . . . . . . . . . . ~ : : : : : :.i . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

CP Rai

ASHCROFI PROJECT UIhUTH 228 Elgin Exploration Co. Ltd. - BQ Core GRID COORDINATES: 10688 N 10290 I UTM: 5622830.102 N 628167.381 E

CIP: 15 OEF'TH: 000 BOREHOLE NO: ASH92-5 Project No: 814 ELEVATION: 795.753 (rn)

- U

J V S

ROCK DESCRIPTION

4A U

U b O

I

ADDiTIONAL I n COMMENTS

7 250.0

-255.0

-260.0

270.C I t

275.C t 28O.C 1

-285.(

-290.0

Y C R O F T PROJECT AZIMUTH 228 Elain Explwa!ion Co. itd. - EQ Core GRID COORDINATES: 10688 N 10290 E UTM: 5622830.102 N 628167.381 E

DIP: 75 DEPTH. 000

w LL ,- .z. =I

E Y LL mRWD. % Z 2 0 4 0 0 5 0 0

20 to EU 80 90.0 . . . . . . . .

* X RECOVfRY* a 6 In

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

~ .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -91.0 . . . . . . . . . . ~ ..................... . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . - .................... , .~ .. . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . -92.0 ~ . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . # ; ; ; . . . . . . . . - .......................... ~ ...... , . ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . .

-93.0 ....,..... . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -94.0 ...... . j .. i..~ l.. ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ................................... . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

-95.0 .... :.. ~: .j . .;.. ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . D.~'. - .. ,.... ........... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.0 ~ ; ~ . : .... j ....; .......... : ..... ::~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ... . . . . . . . . . . . . . . . : .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -

-97.0 ..; . ~ ..................... ... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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

-98.0 ............................ .... . . . . . . . . . . . . . . . . . . . . . .

~ ~m.: ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -gq,o .... ; .............................. i. . . . . . . .

- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -,oo,o - ..~.;. ....... ; ............... ; .... ;..:. ~:~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , - .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

-1 01 .o ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . - ....; ....; ......... ; ......... : ..;~ + ( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . -102.0 .... :. .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -103.0 - . : ...... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . - ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J4,0 ......................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .............................. . . . . . ii ....; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

CP Rai

BOREHOLE NO: ASK92-5 Project No: 814 ELEVATION: 795.753 (m)

- Y e m J

REVIEWED BY: WKH WAJ Fig. No: ASH92-5

ADDITIONAL

COMMENTS

1011 fault with qouqe ndinq UI 20 degrees P I .a

dPLETION DEPTH: 124: dPLETE 09/08/92

-

- - v

I

w L n

-

100 c

105 (

110(

3151

320 I

325 1

330

335

340

- L

- E v

I

w z

m n

106.0

107.0

108.0

109.0

110.0

tl.0

112.0

113.0

114.0

115.0

116.0

1 1 7.0

118.0

,19.0

ROCK DESCRIPTION

- ADDITIONAL 1 5

1 + k n COMMENTS

1345.0 loll fault trending 01 45 grees, ot 105.00

cm carbonate vein wilh tensive chlorite erotion from 107.75 - 8.30

-350 a

-355 0

-360 0

-365 0

-370 0

-375 0

ofic volcanic xenolith from -380.c 5.90 - 116.00

-385.C

st core from 117.90-l18.W.

-390.(

ofic dyke from 119.25 - . 19.85. trends ot 25 degrees -

OPC-

OCP-

SZP-

OZP-

'S IP-

OIP-

SOP-

OOP-

310H 30 ON: - V

P V

D V

P V

D V

P V

0 V

P V

b V

b V

D V

bv -

U G

I:

5

r

E (I

!

a

?% . . . . . . d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . .

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. . . . . . . ......................................

. . . . . . ...............

. . . . . . . . . . . . . . . . . . . . . ....................... 1~ ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ~: ... ..:~ ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

. . . . . . ................... :~ ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I .. . . . .1 ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . ;~ : . . . . . . . . . i ...... . i ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:... .: ..... :.. . . : ~ ~ i~ <. ... .< .... <.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: ..... ;. .i .... ~ . ~ : ~ ~i ......... ~ ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... ; ..... : ......... i . i . . . ; : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

. . . . . . . .......... _. ................ . . . . ................................. . . .

. . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

08 w O t OZ 4A83AO33M %*

08 w O t O L m a r w

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-

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-

- 8.0

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-9.0 -

-10.0

-

-11.0

-

-12.0

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- 13.0

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i:

.ROO. 20 40 60 80

22 44 66 88

' 5 *RECOVERY+

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

. . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

............................. . . . . . . . . . . . . . . . . . . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... :. ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

. . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . .

. . . . . . ... ~ ~I ..: .... : ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ : . ~ . ~ ................. . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. ~ ........... ~ . . . ~ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... : ...... ;~ ... '~~ ../..,.... :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . .

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. . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . :ii ' * . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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. . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . , . . . . . . . ................................

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1 'P Rai I

ADDITIONAL EE L E % 1

COMMENTS d E E5 & a

00 +

k ' .. 0.0 . . . . . . . .f ! - . . . . l l

L 1.-

' ' - 5.0 . . . . . .- :, I - . ' . -1o.o

L . . t ' - . . . .

I . . . :( ;-15.0

t .I-

1 I t

. . .

. .

. . . . . . A- 20.0 . . ', 0 . . . .

I i. ' '

' ' - 1011 oplite dykes at the 3 01 the hole. dykes ore '-954 feldspar 5% quortl I , . 25.0 d the rest epidote, dykes . , , e pink . .

. I !

. .-

. . I -

' :-3O.C . .- . .

!- . . . . . .( I . . 'I 1- 35.c . . . .

1 . . . . . - . . . . ', I . .- 40.( . .

I 1-

L I . _

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' ' - 45.[ . . .( !.

1 ' I - . . . .~ , lob u l f ' -

LOGGED BY: WKH

Fig. No: ASH92-6

]COMPLETION DEPTH: 122.8 m ]COMPLETE 09/10/92

Page I o i !

- i 20 0

71 0

-

-22 0

-

-23 0

-

-240

-

-25 0

-

-26 0

-

-27 0

-

-280

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19 0

i

w 2 a I 20 40 60 80 In +RECOVERY+

22 41 66 88

.ROO.

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ...................................... . . . . . .

. . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

......... :...: . . . . ........ ;..; * i ~+. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . : .: : ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . -~ ....................... ~:~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............., ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ <.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... : .... i .... i ...@ .. .~.: .... ~ .... iL*. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . ............................ ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... " ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. c..i .............. . . ~ ; ~ ~ *

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . .

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

............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . .: r+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . .

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CP Rai

I ASHCROFT PROJECT IUIMUTH 150 lBOREHOLE NO: ASH92-6

1 .a

t

t57.0

L

t 19.0

i i

. . . . . .... I .................... i : ~ : ~ . . . . . . . . .

. . . .

. . . . . . . . ...........................................

. . .

. . . . . . . . . . . .

CP Rai

I D I P 80 DEPTH: OOD/OlP: 80 DEPTH: 122.80 I UTM: 5622834.737 El 627958.962 E

]Project No: 814 I ELEVATION: 807 175 (m)

v :ORERUN €3 [ID n - ADDITIONAL w e zL -

!=x I 5 % K COMMENTS " W w a n

lhtly finer grained than riaus dinrile, Occasional dote potcher

- E v

I t- a w a

- 60.0

61.0

qe carbonate veins k :enswe pervasive rbonote alteration 'ouqhout, 5 cm carbonate/ . .L

lorite vein ot 61.15 k ' , ', .30, high percentoqe 01 ' '-

? amphiboles have been :, ;-230. ered ta chlorite, . .

I 1- . . . .

1 1 . . . . . / .I-235. . . '1 I . .- . . I 1- . . . . . \ ':-240.0

1 1- . . . .

obabie fault ot the bottom dac t trending 15 degrees . . .

!.

\ 4- ' '-245.0

/COMPLETION DEPTH: 122.8 m

. . - LOGGED BY: WKH

!REVIFHLD BY: WKH WAI Fig. No: ASH92-6

ICOMPLETE: 09/10/9z Ti s t e Page 5 of 9

62.0

63.0

64.0

65.0

5.0

67.0

68.0

69.0

70.0

71.0

72 0

73.0

'4.0

IFT PROJECT /AZIMUTH 150

d .J L RQD E 20 40 60 80 5 *RECOYERY*

22 44 66 88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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. . . . . ...................................... . . . . . . . . . . . . . . .

............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ .,. ... ~1 . . . . . : : I i.;; ; * . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :.. .... j ~ . , .. ..., . ..,.... ; ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... ...;.. ; ..; .... :.. . . . . . . . . . . . . . . . . : . . . . . . : ;.i ; * . . . . . . . . . . . ....................... . . .,. ..: ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , ............. " ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... " .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . a : : : : : . . . . . . . . . * . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . .

. . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . 3 : i ; : : ,* .......................................... . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

............................. . . . . . . . . . . . . .

. . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

IN -

Y a 3 t k? -

I i

ROCK 0

2 t v)

n

2 0 DESCRIPTION v,

........................................................... SHATrEREO DlORlIE - medium grained, gre extremely shattered zone

EHOLE NO: ASH92-6 iect No: 814 VAnOh 807 175 (m)

i r i -~

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. . . . . . . . . . . . ...................... j ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... , ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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ASHCROFT PROJECT AZIMUTH 150 Elgin Exploration Co. Lld. - HP Core GRID COORDINATES: 10682 N 10083 UTM: 5622834.737 N 627958.862 E

DIP: 80 DEPTH: OOO/DlP: 80 DEPTH: 122.80

_ _ -

Z Y .RPD. n a w I 20 40 60 80

+RECOVERY* n a

22 4 t 66 88 m

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................

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. . . . . . . . . 91.0 ...............................

.; ; I ~ : ~ , * . . . . . . . . .

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......... . . . . . .

92.0 ......................................... . . . . . . . . . . . . . .

..................................... . . . . . . . . . . . . . . .

93.0 .... 1 ........ ~ .... ~. .~:. .~ . ~. ...... :.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ...................... :.~ .... .~~ ....... :.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . 94.0 .... I ... 1 .........,......... 1 ........... ~. . . . . . . . . . . . . . ..; I . ~ : . . . . . * ~ : ~ ;

. . . . . . . . . . . . . . . . . . . . . . ....... 1. ~ . ~ . ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . 95.0 ............................. j. ... . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ / . . ~; ~ . ~ . i ....; .... ii.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

j.0 ............ . . . j .... :... I ....; .... i . . ~ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ ,~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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~- BOREHOLE NO: ASH92-6 Project No: 814 ELEVATION: 807.175 (m)

n

IN -

oboble foult ol 98.25

ASHCROtl FROJECT AZIMUTH 150 klqin Explorotion Co. Ltd. - HQ Core GRID COORDINATES: 10682 N 10083 E UTM: 5622834.737 N 627958.862 E

DIP: 80 DEPTH: 000,'DIP: 80 DEPTH: 122.80

- E v

I

w K n

- BOREHOLE NO: ASH92-6 Project No: 814 ELEVATION: 807.175 (m)

105.0

106.0

107.0

ioa.0

109.0

110.0

'1.0

112.0

113.0

114.0

115.0

116.0

117.0

118.0

19.0

d 2 L .ROD. B 20 k0 60 80 5 *RCCOMRI*

22 44 66 88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. ......... . . . . . . . . . . . . . . . . . . . . . . . . . . .

. .

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.................... ........... , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ....... , ......... ..l .... ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . .

. . . . . . . . . . . . . . . . . ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ; i ~ ~ : ~ i . ..... ; . .< . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . .............. i ......... : ...... , ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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. . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... ~ ....,.......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ...........;.... ;I; .... :. . :~~ 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. " .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . : . ~ < . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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. . . , . . ........ : ...... ~ .~ .~{ ~i . .:.. 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . .

. , . . . .............................. . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . - ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............I .................

: . ~ : ~ 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

i CP 'Ra: t i

r

plagioclose 60% amphibole 40%. massive, magnetic

ASHCROFT PROJECT IAZIMUTH 150 Exploration Co. l t d . - HP Core I DIP 80 9EPTH: OOO/OlP: 60 DEPTH: 122.80

GRID COORDINATES: 1 0 ~ 8 2 N 1008: 5622834.731 N 627958.862 E

- E v

I I- a w a

BOREHOLE NO: ASH92-6 Project No: 8 1 4 ELEVATION: 807.1 75 (m)

- 120.0

-405 C

-410(

-4l5(

-420 [ -

121.0

.122.0

123.0

124.0

,125.0

!6.0

I

34s

R9D 20 40 60 80

WECWERY+ 22 44 66 88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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..... i .... ; .... ;...m., ... i . .i...*. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . 1~ .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ ~: ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ , ....... ~~. ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: ......... j ....; ......... . ~ ~ ; . ~ ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . , ~ ~ . ~ / ... ~;~ ~ , ~ ~ . ~ ... . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . .

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................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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J P Rai

. ROCK 1 3 DESCRIPTION i 1 . I)

3

, * a , 4 4 i q

END OF HOLE

ADDITIONAL

COMMENTS

8CkV from 122.00-122.80

- LOGGED BY: WKH ]COMPLETION DEPTH:

ICOMPLETE 09/10/9: 3 y s t e m IRMEWEO Fig. No: ASH92-6 BY WKH WA.

T-

i 425.1

I 430.1

1435.1

- - E v

I

w z n

0.0 -

I .o

.2.0

3.0

4.0

5.0

7.0

8.0

.9.0

10.0

11.0

-12.0

.13.0

4.0

mRQDm 20 40 60 80

* X RECOVERY* 20 40 M1 80

'

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

.................................. ^ ..... . . . . . . ... . . ~ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . .

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...., ...j ....,. ~ . ~ , ~ . : ~ . ~ ..... .: ..... : ..... :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

..... =.: ......... l ... .:.. .: ..... .< . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ;. ..;...... . ; .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ....... .; .......... : .............. . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....; .... ;..; .....; .... j..~i.~.. . + . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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

. . . . . . . . . . . . . . . . . . . . . . . . ...........................

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. . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..........................................

. . . . . . . . .

. . . . . . . . . . . . . . . . . . . . : : . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

'P J Rai

ADDITIONAL

CGMMENTS

lundant epidote alteration, xky from 3.50 - 8.65, attered around lost core ,nes

st core from 8.00 - 8.50

st care from 9.20 - 10.15

locky throughout

__

- - v

I + k n

0.0 -

5.0

10.0

15.0

20.0

25.0

30.0

35.0

40.0

45.c

.. 4A 4 A d 4 ( A d A 4 3

b b 4 A 4 4 U A 4 A 4 ,

4 b 4 b d 4 4 A d

_ _ ~ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ QUARTZ OIORITE - fine to medium grained,

2mm grain size, plogioclose 70-75%. mofics gradational with overlying unit, <1 mm to

18-22% quartz 5-7%

smoll zones of extensive epidote occosionolly. blocky from 20.60 - 29.70

llost core from 22.30 - 23.1 5 1 - 75.0

- 80.0

~ 85.0

- 90.0

~ 95.0

LOGGED B Y WKH ]LU~(PLETION DEPTH: 133.5 m ICOMPLETE: 08/i 5/92

- e m REVIEWED BY: WKH WAJ Fig. No: ASH92-7 I Page 2 of 9 J

ASHCROtl PROJECT Elgin Exploration Co. Ltd. - BQ Core

& - r

E 5 I W + - - 8ROOm

20 40 60 80 * X RECOVERYO

- :I a n

0 20 UI MI 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....I. . . . . . . . : . : .I I ~: . I ~ 1;. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~~~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ~ ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... #..i .... i ..i .... I

-35.0 ......................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . - : 16.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . -37.0 ..; .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .... .................... . . ~ .i ; ~ . ; ~ : ,

-38.0 .................................. " .......

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ........................... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -39.0 . . . . . . ......................... " .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . ...................... " ... " ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . -40.0 ................................... ~:

- ...m..i .. ~. . . . . . . . . . . . * 1' -41.0 .............................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -42.0 ..................................... . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

- .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -43.0 ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ....................................... . . . . . . . m . . . . : ~ i (

4.0 .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

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

CP Rail

AZIMUTH 150 DIP 57 DEPTH: 000 BOREHOLE NO: ASH92-7 DIP53 DEPTH: 63.4 /OIP:47 DEPTH: 133.5 UTM: 5622758.124 N 6 2 7 5 4 2 e E - ELEVATION: 775.059 (m)

Project No: 314

I dys

ORERUN

ADDITIONAL

COMMENTS

- _ _ _ ~ @ , [ID

;t core from 40.00 40.71

- - c v

r K w n

-

0o.c

05.C

1o.c

15.C

20.c

25.C

30.C

35.c

40.C

45.c

-

I t

w n n

45.0 -

46.0

41.0

48.0

49.0

50.0

1 .o

52.0

53.0

54.0

55.0

56.0

.57.0

-58.0

19.0

. . . . , . .

. . . . . .

. . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . , , . . . . . .

. .

. . . ...,....,...._...,. , ~ , ~ ~ , ~

. . . . . . . . . . . . . . . .

. ....................... .. , ~~.~~ ~.~~ . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . .

, . . . . . . . . . . . . . . .

. . . . . . . .

DIP 57 DEPTH: 000 I DIP53 DEPTH: 63.4 /DIP47 DEPTH: 133.5 IUTM: 5622758,124 N 627542.218 E ELEVATION 775.059 (m)

BOREHOLE NO: ASH92-7 Project No: 814 7 150

[XI ,- I I

ROCK I ADDITIONAL I T

I L quartz diorite dyke from 48.80 - 49.20

unit turns fine grained within 10 cm of the bottom contact, botlorn contact o t - 45 degrees -165. small chlorite spots

from 50.55 - 59.45 occo~ona~~y , very biocky

r

lost core from 53.40 -

-170

10-175

.

-1800 core from 55 00 - 55 75

-1850

-1900

core from 58 15 ~ 59.10.

' -195C

ASHCROFT PROJECT AZIMUTH 150 DIP 57 DEPTH: 000 --- Elgin Exploration Co. Ltd. - BQ Core GRlO COOOROINATES: 1 0 6 2 4 N 9664 E UTM 5622758.124 N 627542.2'18 E

Dl?:53 GEPTH: 63.4 /CIP47 GEPiH: 133.5

- E v

I + a w n

60.0 -

61 .O

62.0

63.0

64.0

65.0

6.0

67.0

68.0

69.0

70.0

-71.0

-72.0

-73.0

14.0

BOREHOLE NO: ASH92-7 Project No: 814 ELEVATION: 775.059 (rn)

L

J J L H RPD E 20 40 w 80 5 t% RECOVERY*

20 40 MI 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . ..................... - ... . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . .

. . . . . . . . . . .

. . . . . .................... ~ .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. ^ .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D : : , : t j,,, .................... . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . ..................... ......... :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .. .,.~ ~~ ........................ : . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

.............., . ~ . : ..... :. .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

... j i ....... . . . . i ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. ~ . i . . . ~: .. .!.:. .. ;...i .... : .~ i . 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... .; . ~ ... ..: ..... :... ..... :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . ........ ; ...... ; ....... ~: ......... . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ~~,~ .........

.... .m.. ....... ..: ... i .... i...*..i... . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. , ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

. . . . . . . .

. . . . . . - ................ ~ , . , , ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . .

. . . . .

....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .........................................

. . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

. . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . .

. . . . . . . ..............................

. . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ .:. .........................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

'P J Rai

lost core from 67.40 - 67.9:

- LOGGED BY: WKH REVIEWED BY WKH W A I

ICOMPLEllON DEPTH: 133.: ICOMPLETE: 08/15/92

Y

a y e m (fig. No: ASH92-7 I Page 5 of 9

-

h I -. - 1

w K a

-

001

05.1

'10.

'15.

!20.

125.

230.0

235.0

240.0

245.C - -

~ 76.0

-77.0

-

-78.0

-

-79.0

-

-80.0

-

:1.0

t 85.0

86.0

a9.c I

d 2 L . RaD . I 20 to MI 80 5 +%RECOVERY+

20 40 MI 80 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .....................................

. . . . . . . .

. . . . . . . . . ............... . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

..................................... . . . . . . . . . . . . . . . . . . . . . . ...................... ~ ......... : : : : : . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

..........................................

................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... : ...... ~ . ~ ~ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . .

............ ~ ....................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ~ .1 .................. . . . . . . . : . . . : : + ; ; : . . . . . . . . . . . . . . . . . . . . . . . ~.~ .... ; ....,.... ; ....,.... :. ..: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.... ~ ....; .. ..,.... ; .......... : ........ .:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .................................... . . ~ ..

. . . .

...;. : ..................... : ......... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

. .

. . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . , . : ..: ~ : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ........... .. . . . .

. . . . . . . . . . . . . ....................... " ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

...................................... . . . . . . . .

. . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . : : . # : : . ~ . . . . . . . . . . . . . . . . . . . . . . .

. . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. , . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . .

. . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : i . j . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

CP Rai

ADDIT!ONAL

COMMENTS

AZIMUTH 150 DIP 57 QEPTH: 000 BOREHOLE NO: ASH92-7 DIP53 DEPTH: 63.4 /OIP:17 DEPTH: 133.5 UTM: 5622758 124 N 627542.218 E ELEVATION: 775.059 (m)

Project No: 814

0

IPLETION DEPTH: 133.: IPLETE 08/15/92

-

- + Y

1

w !i n

-

50 0

55 c

'60 C

'65 C

)70 (

!75 (

180 I

285 I

290 '

2%. -

ASHCROR PROJECT AZIMUTH 150 DIP 57 DEPTH: 000 Elgin Exploration Co. Ltd. - BQ Core GRID COOORDINATES: 10624 N 9664 E UTM: 5622758.124 N 627542.218 E

DIP53 W T H : 63.4 /DIP:47 DEPTH: 133.5

1 CP Rail

BOREHOLE NO: ASH92-7 Project No: 814 ELEVATION 775.059 (m) lz € 4 , H [ID

I I QJ

ZMPLE TYPE 13 -

ADDITIONAL

COMMENTS

m

y blocky, top contact at degrees I core from 96.40 - 96.9

T W ' 9,J.o

L a

91.0

92.0

e wispy carbonate ingers throughout, lost 'e from 97.45 - 98.50

2 .ROD.

3 *!A RECOVERY* 20 40 MI 80

20 40 MI eo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

...................... ~ ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

...................... ~ .............. . . . . . . . . . . . .

. . . . . . . . . . . . .

........................................... . . . . . .

IPLZTION DEPTH: 133.: IPLETE 08/15/92

Page 7 of I

95.0

#,O

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

....; ' I : : : : .! . ~ ~; ...... : ....... ..% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

....; ......... ; .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....; ....; ...... ..; ..... ~ . : ~ ~ ....... .: ..... :.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . .

. . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

101.0

102.0

. . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . : : ...................... .:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. * .... ... '..... ~. ..... :~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

ASHCROR PROJECT I AZIMUTH 150 DIP 57 DEPTH: 000 IEOREHCLE Na: ASH92-7 Elgin Exploration Co. Ltd. - BQ Care I DIP53 DEPTH: 63.4 /DIP47 OFPIH: 133.5 I Praiect No: 814 . I ,

I

LOGGED BY: WKH REVIEWED BY WKH WAI

.J em l f ig . No: ASH92-7

]COMPLETION DEPTH: 12 ]COMPLETE 08/15/92

I Page

(L

a of E

- (z [XI R m - w

m

MPLE TYPE - z

ADDITIONAL

COMMENTS

I 1 , I I carbonate alteration, mafics are altering , I , , to chlorite

to tan, nan-magnetic, extensive pervasive

I I ! I / I I , 4 , I t I 1 I / , I , I , I I I / I I , I /

unit is shottered to rubbl _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - . HIGHLY ALTERED INTERMEDIATE TO FELSIC paor recovery VOLCANICS - aphanitic, light tan, extensively altered zone, extensive pervasive carbanate thraughout. numeraus

d r d but brittle blocky

epidote ot the top of the unit. wispy calcite stringers throughout

faults and fault gouge, very numerous l l l l l l carbonate sirinoers & 10-20 cm carbonate veins

- - v L

I + El n

145 0 -

350 0

355 0

360 0

365 a

370 C

375 (

380 (

385 (

390 I

- 1 -

mRQDm 20 40 60 80

AZIMUTH 150 DIP 57 DEPTH: 000 CIP:53 DEPTH: 63 4 /DIP:17 DEPTH: 133.5 UTM: 5622758.124 N 627542.218 i

*% RECOVERY* 20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . .

. . .................. ................. . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.....................................

. . . . . . . .

.................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . : , . : : ( i . . . . . . , ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

........................... : .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . .

~ ........ i : . .~ . .~ .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

. . . . . ..................................... . . . . . . . . . . . . .

I .: ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;.. ...... .; ....; .... :. . .: ..... : .. ..: .... .:. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , i : : ~ . :*i . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ~ i ~ . ~ ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ....................... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ........... . . . . . . , . . . . . . . . . . . . . . . . . . . :. i : : : ~ :, ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

. . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. i ....: .... : .... : .....: ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . .

CP Rai


_ _ - [z IRERUN OJ

4MPLE 'PE - 7 0

2

1

IJ VS

[XI i3

. . . . . . . . . . . . . . . . . . . . . . . . . . . . DlORlTE - fine grained, green

- nm LOGGED BY WKH DMIFWFn F(Y. WUU WA I

ADDITIONAL

COMMENTS

lit is shattered

,me chlorite alleratian roughout, blocky

- - c - r + a w n

-

195.i

4001

405.1

4101

415.

425.

430

,435

-440

- 1 -

- h

E v

I

w L n

m

1 .o

2.0

3.0

4.0

5.0

8.0

ASHCROFI PROJECT AZIMUTH -

Elgin Exploration Co. Ltd. - HP Core DIP: 90 OEPTY: GRID CWRDINATES: 10457 N 9847 1 UTM: 5622597.377 N 627727.984 E

~

-11.0

-

-12.0

-

-13.C

-


d 2 .Ran. 1 I 20 40 60 80 5 *RECOWPI+

22 44 66 88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................ . . . . . . . . .

. . . . . . . . . .- . ~~ ........ ~ ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

... . . . . . .

. . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . .

... " ..................................... . , : : ; * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ~~ . I ~ ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .......... .................... ~ . . .

. . . . . . .... ! ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... ........I .... j ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ..............,.... I .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. ..,... : ' I I : I , a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. . . . . . i. ..i ....; .... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . ...... i ........ ; .... i i ~ . , ~ . ~ ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . ............. ...... ........... . . . . . . . .

. . ~; ~

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . ........................................

. . . . . . . . . . . . . . . . . . . . . . . . . . .. .>. ..: .... ;... "...< .... :... ;~../ . . . . . . : : :I I * ~ ~ . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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

....................................

. , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

........................................

. . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . : = : & .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

......................................... . . . . . . . .

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

. . . . . . . .

. . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

I CP Rai

rn - 3 f

ROCK DESCRIPTION

- 2 5 z u c n LL 2 d K r n L o n L

' . ' . CASING . . . . . . . . . . . . . . . . cite veinletr have smoll banate halos, spotty icile

ASHCROFI PROJECT AZIMUTH -

Elgin Explorotion Co. Ltd. - HQ Core DIP: $0 DEPTH: GRID COORDINATES: 10457 N 9847 I UTM: 5622597.377 Fi 627727.984 E

.................................. ....................... OlORlTE - medium grained, blackish green, plogioclase 35% amphibole 50% epidote 15%, non-moqnetic, qradationol contacts

BOREHOLE NO: ASH92-8 Project No: 8 1 4

ELEVATION: 871.004 (m)

.......... :. ...... :. ............................................. OlORlTE - medium to coarse grained

QUARTZ DIORITE - medium grained. plagioclase 70-752 mafics 25-30%, green

. . . . . . . . . . . . . . . . . . . .

lcite veinlels hove small &anale holos

imerous epidote slingen lh blenched holos, spotty lorite

ilcile veinlets have frnoll irbonote holm

- E l = ADDITIONAL EL v

E s r

L L ~

COMMENTS 53E m g K w

..... . . . . . '-loo.( . . ., I . ._

. . - I. . . . . . 1 . . .-105.( , ,. . . .!

. . J-

' ' - 1 l O . i . .- . .

1- . . . .- .I I . .

I-11% . . undont fine corbanote I. I' 'ingem from 35.50 - 38.43 1 -

. .

. . . : 1-120.1

!I core from 36.80 - 37.50 . . . . . . . L I. . .

.(

' '-125.1 .( !- . . . .

i 1 . . r '.

. .-130.

. .

. . . . .( I-

( 1

. .

. .~ < I:-135. . . . . . . . ', ,- . . . . .' '-140. . .

L : . . 1 . . . . > !- . .-145.

I ' ~ . .

- v

I

~4

1 0

-

-52 0

-

-53 0

-

-540

-

-55 0

-

-56 0

-

-57 0

-

-580 -

w _J mRQOm n z 20 40 60 80 2 WECOYERY*

22 4 1 66 88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; * I . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ................................

. . . . . . .

. . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . .

. . . . . . . .

. . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ~, ... . . ~ .... : ................ . . : . . . . . , : ; . ; + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ~ ~ ... .......................... ~ . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ............................ : ~ . ~ .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . .

...................................... . . , . . . , . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . ~ .................... j ....... . . . . . . . . . . . . . . . . . .................... . . . :... .i. .. .;. .. l. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

....,... li ....; ........ i .... (...>..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +

.... ; ........ i ....... ~.;. ~<~ ~; . ; .... :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...i... .... i ......... : . ~ < ~ ;.. ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ........................................

. . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . : I . . . . . . . I : t , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................... . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

. . . . . . . .

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

. , . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : . : : ~ i * * . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . .

CP Rai

-

-67.0

- I -68.0 - -

-69.0

-

-10.0

-

-71.0 -

-

-12.0

-

-73.0

~

+.o -

.RQO. 20 to 60 80

4RECWERY4 22 44 66 88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . .

....................................

............................. . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . .

................................. . . . . . . .

............. ~ . . : ~ ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : ..! 4 . . ......................... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. ~. :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... : ~ . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... ~ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ..;... .... j ........ :~ ...... ; ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : ~ . . .: . i .... i. .... i .... j ....; .4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

... .j. i~ .:. ..... I .... ; ....; ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . . ................ " ...................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . ................................... " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . .~ ~ ,~ : * . :......~.., . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . , . . . . . . . . . . . . . . . . . .

. . . . . .

. . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . ....................... . . . . . . . . . . i ~ ~ : T t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ........................................ . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . .

CP Ra:

LL

I

I

IN _.

DESCRIPTION Y

- - _ - _ - _ - _ - _ _ _ _ _ _ ~ - _ FAULT BRECCiA - angular fragments of diorite & calcite in a fine grained matrix of chlorite, clay & carbonate, very high carbonate content & 5 cm Derfect crvstals

4

'-205.1 i.

I

. -2 lo.(

I-

1

1'-215.(

!-220.(

i - , -225.l a.

I'

;-230.1

I-

I

,1-235.1

t

1-

1 : -240.1 1-

, (r

' ' 245.

I 3 v s t e (RNEWLD Fiq. No: ASH92-8 BY: WKH WAJ I Page 5 of :

. . -

LOGGED BY: WKH ICOMPLETION DEPTH: 122.5 m ICOMPLETE: 08/18/92

ROCK DESCRIPTION

......

I - GRID COORDINATES: 10457 N 9847 I 1 UTM: 5622597.377 N 627727.984 E ELEVATION: 871.004 (rn)

I -4MPLE NPE H €3 H III3 r

I W ' ' mROOm 20 40 60 80

*RECOVfRY+ 22 44 66 88

3 z n - v)

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ..................................

.................................. . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.................................... . . . . . . . . . .

. . . . . . . . .............................. ,..~..

. . . . . . . . ............................... , ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .g5,0 .... 1 ....... ~ . . . . . . : . ~ ~: .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ;i : ~ ~ , i . ~ ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . . . . . . . . 6.0 ..... .;. ., ...,.... : ........ ; .... : ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .... :.. : ~i~ . ~:~ .,...; ....; ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . ~97.0

- ......... i .... j ....; ............. ; . j..:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -98.0 ........< ............. " ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ m.:; ... : .... *: .... i. ~99.0 ........

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . ...................................... . . . . . . . .

. . . . . . . .

. . . . . .~OO,O - . ; .: .... : ......... ; ........ : .... :.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . . . . . . ........................ . . . . . . . . . . . . . . . . . .

. . . : .: i ~ j i :D . . . . . . .10,,0 ..: ~ . : .... : ...;. ...... < .... :...; .... :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . .

. . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . .

-102.0 ...... : ................. : .... : ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : m . . . . . . . . . . . . . .

....

. . . . . . . . . . . . . . . . . . . . . . . . .

= - ADDITIONAL E Y S

r% I 9 E COMMENTS m w k

a n

+

. . . . . . , . .

.I ,- . .

. . .' !-3OO.C

. . c . . .- ,. ', i- ' . . .-305.C I 1-

. .

. . t c . . .~ . . . . . .-310.[ .t I . . I 1- . . . .

I t . . . .

~m 96.50 - 97.70 the . I .1-315.(

iduced o breecio texture, .( I

Ssible loult at 96.30 oip contoct at 60 degrees 'L i- ~ p ) & 45 degrees (bottom) : 1.

idote potches have . . . .

'-32O.l . . 9 ,- . . . .

.( !.

j 1- ' .-325.( ' . .

. . ;t core from 99.40 -10000

ASHCROFT PROJECT Eigin Exploration Co. Lta. - HO Core

GRID COORDINATES: 10457 N 9847

ROCK

A71MUTH - '804EHOLE No: ASH92-8 DIP: 90 DEPTH: Project No: 814 UTM: 5622597.377 N 627727.984 E ELEVATION: 871.004 (rn)

ADDITIONAL

Y . ~~ ....................................... ~ ~ . . ~ ....................... % .ALTERED DlORlTE - brecciated zone,

.3 a 4 fragments of diorite occurring in a matrix at:, of epidote. carbonate & chlorite 4 . 3 q t,Qa 4 . 3 4 d d l

4 . 3 4 .................. ~.

.3 4 ' while, plagioclase 60-65% mafics 35-40%, :A4: magnetic 4 A 4

top contact at 20 degrees. bottom degrees. very 1 1 1 angle fractures in this zone, may have been fault zone totally healed by carbonate

~~ ........................... ~~~ some chlorite 6. epidote at DIORITE - medium to coarse groined. green/ the top

- 2 ew t c? 1 53E ri " W w

a n

" "-345.0 . . ', 1- . . . .

8 I. . . . . L I. . .-350.0

1. . . . .. . ( ! . . 1 4- . .

I .-355.0 . . . . . . . . ., I . . ' 1 1-360.0 . . . .-

4 1 . . . . . . '< I . ,-365.C . .

1- . . . .. t I . . . . ._ . . , .-370.1 .I !.

.I 4-

. .

. .

. .

. . ' , . . ',-375.( . . ., 0.

& I . . . . . . 1. '.-380.(

4- . . . .- '0 1 ~

l i

. . . .. : .-385.( t . ' - . . . . . .

I AWCROFT PROJECT 1A.ZlMUTH -

otion Co. Ltd. - HO Core I DIP: 90 DEPTH:

-405.C

-410.C

120.0

121.0 I 122.0

-415.C r

123.0 i

-

-127.0

-

-128.0

-

-129.0

124.0

125.0

-

-130.0

-

-131.0

-

-132.0

-

-133.0

-

26.0

.34.0

i

IINATES: 10457 N 9847

PE 6

m2aom 20 40 60 80

*RECOMRI+ 22 44 66 88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................. . . . . . .

................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . .............................

: . : . . i i +* . . . . . . . . . . . . . ....................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . I ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ..................................

. . . . . . . . . . . . . . . ....; . . . . . . . : . . . .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . . ~~ ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . ........................... ,.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... .: . ~: . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . .

....... i . . , :~ ~ : ~ . , .: ...<.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . ~ j . .... . ~ : ~ ...... ;...i.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..,.... ; ....... i .... j ...... ~ . : . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................

. . . . . . . . . . . . . . . . . . . . . .

, . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . , . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . , . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

I UTM: 5622557.377 N 627127.984 E I IN -

ROCK < D E 0 -

d 3 DESCRIPTION 0

END OF HOLE

?€HOLE NO: ASH92-8 ject No: 814 V m N : 671.004 (m)

P.DDITIONAL

COMMENTS

LOGGED BY: WKH ICOMPLETION DEPTH: ICOMPLETE: 08/i 8/9 I

T-

t t

-420.l

i 425.1

-435.1

1440!

.5 rn ~

1: 2.0

.o -

- 7.0

-

-8.0

-

-9.0

10.0 1 11.0

.4.0

L

rn RQIJ rn 20 40 60 80 *% RECOVfKY*

20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

.... ............ . . . .

. . . . . . .

..................... ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . .

. , . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .- .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. ..: . . . . . . . . . . . . . . . . . . . . , .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , ......... j ......................... . . . . . . . . . . . . . . . . . . . . . ... ., .... j .... j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... i ~ ~ . ~ .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... .. .:.. .: ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

. . . . . . . . . . . . , ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . . : ~ . . . . . . . : .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,....; ....... ;...... ....... : .... : ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.............. . .......... . . . . . . . .

. . . . . . . . . . . . . . .................. " ....................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . .....................................

. . . . . .

.................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... ~- ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : m i ~ ~ ~ ~ . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

s n ADDITIONAL

COMMENTS

i s fractured than unit !low

SI core from 14.60 - 15.1

dPLEllON DEPTH: 22.2 m IPLETE: 08/21/92

Page 1 of :

- - c - v

1 + k n

m

5.0

10.0

15.0

20.0

25.0

30.C

35.1

40.t

45.(

-

16.0

AZIMUTH 2aO ~- ASHCROFl PROJECl Elgin Exploration Co. Ltd. DIP: 65 DEPTH: OGO

I GRID COORDINAES: 1 1 144 N 10052 E UTMT623288.390 N 627S22.360 E

17.0

BOREHOLE NO: ASH92-9 Project No: 614 ELEVATION: 698.667 (rn)

18.0

LOGGED BY: WKH ICOMPLETION DEPTH: 22.: REVIEWED BY: WKH WAJ ICOMPLETE: 08/21/92

19.0

20 0

.1.0

124.0

25.0 I 26.0 19.0

m ROD $ ?1L 20 40 60 80 5 +% RECOMRYe

20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ...................... . . . . . . : * : : ~ : : : * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . .

. . . . . . . . . ............. j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . .

. . . . . . . . . ~ . ~ : ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . , . , m i : : ; , . , . . .

. . . . . . . . . . . . . . . . . . . ............................... ..,.... ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .... : ~ ~ ; , ............ ;...i .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -

. . . . . . . ......... ; ....; ....; .... ;. ..... ~:~ ~i .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .... ; .... ;...*...; .... i.. j ~i i . ~ i 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

.............. ; ....; .... : .... :. ...... ~: . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . . . . . , . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ....................................... . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

'P 1 Rai

Y VI

.................................................................... & 4 * DlORlTE - medium groined. green/ white,

piagioclose 65-70% rnafics 30-35%, magneti ;ti d b * but not as strong as fine grained diorite

d b 4 ...................................................................... ",', DlORlTE - fine grained, qreen/white, u 4 plagioclase 60-65% rnafics 35-40%,

plagioclase slightly larger than mof ics 11 4 i & rare ones exceed lmrn , magnetic

d b 4

END OF HOLE

~ c k y

Hole abandoned due to difficulties in keeping hale apen as large talus sectior overlies bedrock Alternate site chosen at the battarn the slope (ASH92-10)

- E v

I

w K n

0.0 -

I ASHCROFT PROJECT UIMUTH 195 ation Co. Ltd. - BQ Core IINATES: 11 166 N 10085 E UTM: 5623318.509 N 627946.989 E

DIP: 65 DEPTH: 000 DIP: 64 @EPTll:108.80

__

I .o

6OREHOLf NO: ASH92- 10 Project No: 614 ELEVATION: 690.719 (rn)

2.0

3.0

4.0

5.0

..o ~

- 7.0

-

-8.0

-

[ l l . o

.NO. 20 40 W 80

* X RECOKRT* 20 40 W 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..........................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... . . . .~ ? ~ . ~ I . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................... . . . . . . . . .

. . . . . . ........................................ . . . . . . . . .

........... ~. . ) j ~ .................... . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . : . . : + : i i i I i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... j .... :.. . : ~ ......

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. i ............ .I.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... j ...... : ~ ~ . . ~ ~j .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.;.. .;. .. ~~: .~ : ~ . : ........ : ..... :.. . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:... . ~;.. i .~.!..* .... i ..... ~ .... :..

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... ". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ................ " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . ....................................... . . . . .

...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

........ ~ ..... ~ ................ . . . : ~ * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

. . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

...................................... . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

P Rai

- n Y

VI

LY I

VI vi Y z n n 4 L -

I

I

4

4

- RERUN

ROCK DESCRIPTION

OVERBURDEN

D83H li fG 13 mea ~'II grc n e a z *I IP c oq oc ase 55-60% r r o i c s 40-4 magnetic .

ADDITIONAL

COMMENTS

:ky at the tap, mafic m i c xenolith from 23.70 i3.90

,t core from 10.W - 10.

it care from 14.80 - 15

APETION DEPTH: 10 IPlETE 08/21/92

-

- - Y

I + 5b n

m

5.0

10.0

15.0

20.0

25.0

30.C

35.c

40S

45.1

~

L

;n " A L - 0 ~m 8 = & %

d ' "

ROCK DESCRIPTION x 2 6

ASHCROFT PROJECT AZIMUTH 195 Elqin Exploration Co. Ltd. - 8Q Core GRID COORDINATES: 11 166 N 10085 UTM 5623318.509 N 627946.989 E

DIP: 65 DEPTH: 000 DIP: 64 DEPTK:198.80 EOREHOLE NO: ASH92- 10 Project No: 814 ELEVATION: 690.719 ( m )

.................................................................... SHEAR ZONE - intensely sheared zone diorite, aphanitic to very fine grained, occosional zones of non-sheored mat very high chlorite ti mica content, disseminated pyrite constitutes 5% of

> contoct ot 15 degrees, ttam contact in rubble,

;t core from 21.10 - 27.45 , cm calcite vein mediately below the lost re/foult zone. rock is x e black than green from '.60 - 28.80, high rbonate content roughout, vef) high ,rbonate from 28.25 ~ 28.50 th some dissolution oducing o crumbly rock .

ADDITIONAL I

8%

- - go.(

-

.95.(

1

w & 0

COMMENTS

50.0

t

t tare from 19.55 - 20.60 lbable loull

I tare from 22.25 - 22.75 I*I 180.C

- h

E v

I

w z n

30.0 -

31.0

32.0

33.0

34.0

35.0

i6.0

37.0

38.0

39.0

40.0

41 .O

42.0

.43.0

14.0

d _I .ROD. k 20 40 60 80 5 * X RECOVERY6

20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

....... 'i i , i : i ; & ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ~: . I ~: .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . i : . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . : : '.: I : : . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . ..................... ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... j ......... j .... ~ ....; .... ;...:.. . . : * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . ~ ....... .: .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...........................................

: :.: : ~ : ; :*i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . ~. . . . . . . . . . . . . . . . . . . . . . . . .

J

__ U

1

J V S

- I - v

I VI " 2 z o u r n 8 = Luiz 2 2 G o ," u r n

ADDITIONAL

DESCRIPTION COMMENTS ROCK I

K w D

a

I

L I I - - llast core lrom 24.00 - 30.35 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DlORlTE - fine to medium grained, green/ 1oo.t

4 b & a Q magnetic

white, plagioclose 55-60% mafics 40-45%,

QAd

U b d b 4 ,

a A q A 4 4 a b a

-105.1

-110.1

-115.1

120.1 ,"it core from 36.25 - 36.65

I t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . top contoct pradoiionol DIORITE - fine grained, dark green, plogioclose 50% rnofics 50%. occosionol areos of fine ploqioclase crystal accumulations imports o spotty appearance, weflying diotite magnetic

olthaugh groin alignment at 45 degrees. occosianal strinqm of medium grained diarite. more cornpetant than

very bleached zone from 40.60 - 41.10 interpreted to be silicification due to extreme hardness

4 b 4

d b 4 A 4 4 4 6 4

lost care from 43.45 - 43.90 b 4 Q

1135.

. . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . .....................................

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. . . . . . . . ............................ ".

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. . . . . . . . . ~ ~~ . ~. ~.~ . .~ ~

. . . . . . . . . . . . . . . . . . . . . . . . .

ASHCROFI PROJECT E!gin Exploration Co. Ltd. - BO Care

GRID COORDINATES: 1 1 166 N 10085 E

AZIMUTH 195 DIP: 65 DEPTH: 000 DIP: 64 DEPTt!:108.80 UTM: 5623318.509 N 627946.989 E ELEVAqON: 690.719 (m)

BOREHOLE NO: ASH92- I O Project No: 014

ADDITIONAL

COMMENTS

- 12 3RERUN a - 0 v)

'4MPLE NPE -

Y a DESCRIPTION 0

150.0

155.0

.. I d A 4 l

I vs ;em /iig. No: ASH92-10 Page

160.C

4 of E

165.C

170.c

I75.l

,190.l

162.0

ASHCROFT PROJECT AZIMUTH 195 Elgin Exploration Co. Ltd. - BO Core GRID COORDINATES: 1 1 166 N 10085 E

DIP 65 DEPTH: 000 DIP: 64 DEPTH:I08.80 UTM: 5623310.509 N 627946.989 E __

c

BOREHOLE NO: ASH92- 10 Project No: 814 ELEVATION: 690.719 (m)

-"'" 64.0

65.0 i 6.0

167.0

-

-68.0

-

-69.0

-

-700

-

-71.0

-

-72.0

-

-73.0

-

4.0

..................................... . . . . . . .

. . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . .: ............ . . . . . . . . .

. . . . . ............. .......,. ..., ...............

. . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . .................... . . . . . . . . ' : ~ < . . . . .

. . . . . . . . . . . . . .

CP Rai

Y I 4 A 4 & 4 4

LOGGED BY: WKH REVIEWED BY: WKH WAI

ADDITIONAL

COMMENTS

IPLETION DEPTH: 108.t IPLETE 08/21/92

-

- I - v

I

w !i n

-

!OO.C

!05.(

!lo.(

!15.[

120.l

225.1

230.1

235'

240

245. __ -

- v

I

~

'1.0

-

-82.0

-

-83.0

-

-84.0

-

-85.0

-

-86.0

-

-87.0

-

-88.0

-

9.0

ASiCROFT PROJECT Elgin Exploration Co. Ltd. - EQ Core

. . . . . . . . . . . . . . . . . ....................... , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . .

.................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.... : .... i . . . .... i .... ; .... i...:. .:.~..; 4 . . . . . . . . .

. . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ...;...;..;... ;. : . ~ : ~ ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... ...... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... ". ................... . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .~ ,~ .. ~,~ ~. , ~ ~ ~ ,

............................ . . . . . .

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. . . . . . . . . . . . . . . : . . . ;.: i . . . . . . . . . . . . . . . . . . . . . . . . ..........................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . .

. . . . . . . . . . . . . . . . . .

CP Rai

AZIMUTH 195 GIP: 65 DEPTH: OW DIP: 64 OEPTH:108.80

( B O R E H O L E No: ASH92- 10 __ i Froject No: 814

& c v ADDITIONAL

COMMENTS I + h n

-255.0

-260.0

t

-275.C

-

-28O.t

ASHCROFl PROJECT AZIMUTH 195 Elgin Exploration Co. Ltd. - BP Core GRID COORDINATES: 1 I 166 N 10085 E UTM: 5623318.509 N 627946.989 E

DIP: 65 DEPTH: 000 DIP: 64 DEPIH:IO8.80

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . ......

. . . . . . . .

. . . . . . . ~ . . . . . . . . . ...........................................

....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .~ . . ~ ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

...................................... .:.. . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . ~j : . , ... j .... : ..... ~ ..... : ......... r l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . .

. . . . . . . . . . . . . .

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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................

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BOREHOLE NO: ASH92- 10 Project No: 814 ELEVATION: 690.719 (rn)

ROCK '9MPLE TYPE H [z RERUN R

- F D

........................................................................... DlORlrE - fine to medium grained, green\

65-70% mafics 30-35%,

d b a

m -7

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DIORITE - fine grained, dark green, plagioclase 50% rnafics 50%, occasional accumulations of plogioclase crystals produce a spotty appearance, magnetic

b P a & *

LOGGED BY: WKH 1 e REVIEWED B Y WKH WAI 1 J Fig. No: ASH92-10

ADDITIONAL I

L dPLETlON DEPTH: 108.8 m IIPLETE: 08/21/92

Page 7 of 8

z k3 a COMMENTS

-300.0

-305.0

idotianal contact o w 50 I. campetant & slightly rder than fine grained #rite, calcite veinlels ! ot low core angler

310.0 i 315.0 I 320.0 1 325.C 1 t

L

330.C 1 t

335.c 1 ,p contoct ot 40 degrees I 340.(

ASHCROFl PROJECT I AZIMUTH Elgin Exploration Co. l t d . - BP Core I DIP: 6

- Li

- G . k z

5 s I L . + - a < " 105.0- -

-106.0

~

-107.0

~

-108.0

- I

-109.0 -

~

-1 10.0

-

11.0

i

-1 12.0

-

-1 13.0

-

-1 14.0

-

-115.0

-

-116.0

~

-1 17.0

-

-1 18.0

-

19.0

URWU 20 40 MI 80 *% RECOMHY* 2 0 1 o w 8 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... . . . . . . j $..* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ., ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ~; . ~;. . ~ ............... .:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... ~: .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ; ~.: .:..... i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... ~ ....................... . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . ~. ~ ~ . . ~~, ~~,~ ~,~~ ~,~ ~,~ . ~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

I urn: I

195 I BOREHOLE No: ASH!??- 10 - .- .

IEPTH: 000 DIP: 64 DE?TH:108.80 23318509 N 627946.Y89 E IEL6ATION 690.719 [m)

I Project No: 814

R I

2 1 h - ROCK DESCRIPTION

a

ADDITIONAL 8 + E= n COMMENTS

-360S

365.l I -3701

-3751

I 380.1

Ill. LgO.

-. E v

I

W K a

ASHCROFl PROJECT Elqin Exploration Co. Ltd. - BQ Core GRID COORDINATES: 11 117 N 9735

- 0.0

1 .o

AZ%JTH 160 BOREHOLE NO: ASH92- 1 1 DIP: 65 DEPTH: 000/DIP: 59 DEPiH 120.10 UTM: 5623255.355 N 627597.690 E ELEVATION: 687.001 (m)

Projecl No: 814

2.0

3.0

4.0

5.0

'.O

7.0

8.0

9.0

10.0

11.0

12.0

13.0

4.0

.ROD.

*X RECOMRY* 20 10 MI 80

20 40 60 a0

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...........................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . .............. ........ . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

. . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... j .... j ........ ~ .... ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . , . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . . . . . . . . . .

................................

. . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

P Rai

- 7 ..&m ; 151 DESCRIPTION n

. . . . I::::/ . .

. . . . . . 1::::j . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /,'ALTERED MAFlC VOLCANICS - aphanitic, .',' black, intensely altered zone, very I, ' abundant pervasive carbonate throughout .',' which has been partially dissalutioned in ,' places I , I

, I

I ,

ADDlTIONAL

COMMENTS

issibly o fault that hos !en healed by carbonate. 3Cbi

-

-. I - Y

E a n

7ij-

W

j.0

I0.C

15.C

2o.c

25.c

30.[

35.(

40.(

45.1

- -

ASHCROFT PROJECT IAZIMUTH 160 I BOREHOLE No: ASH92- 1 1 Elgin Exploration Co. Ltd. - BQ Core _ _ IDIP: 65 DEPTH: OOC/DIP: 59 DEPTH 120.10 I Project NO: 8 1 4

-

-22 0

-

-23 0

_

-240

-

-250

-

-26 0 -

-27 n _

-280

-

Ran 20 40 W 80

* 4 RECWERI* 2 0 4 0 6 0 8 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

........................... . . . . . . . . . . . . . . : : . ; ~ ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~~ .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

..................................... . . . . . . . . . . . . . . . . , ..../,... ~ L ~ ~ ^ ............... . . . . . . . . . . . . . . . . .

. . . . . . . .1. L . . .~ .... L .......... ~ ~ . : ~ .:~. ~: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . .

: : : . : ; m i . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., ............................. ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .................... ..................... . . . . . . . . . . . . . . . . . . : . : :.: ~ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

, , . ~ , . ~ , ~ . ~, ~, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . : . . . . . : : : . . ; i . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... , . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . , . . . . . . . , . , . . . . . . . . . . . . . . . . . . . . : 3 ; : I . : .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

I CP'Rai

I UTM: 5623255.355 N 627597.890 E I ELEVATION 687.001 (m)

IRERUN KI R on m .^ I.

3

ROCK DESCRIPTION

z I & 8 2

$ i L d % LL

P

. . . . . . . . . . . . . . . . . . . . . . SHEAR ZONE - occurs within volcanics, top contact a t 5 degrees, battam contact a t 15 degrees, very extensive carbonate flooding, partial dissolution of the carbonate, pyrite cubes disseminated throughout, carbonate veins have been brecciated E3

)---I

matrix of clay & gouge, very extensive carbonate alteration. some dissolutioning of the carbonate

ADD!TIONAL

COMMENTS

i.00, same chlorilizalion, ittie

tensive cloy from 20.30 1.80

orile is intruding the ilcanics, some chlorite, irbanate & mica oresenl

m e pervasive chlorite carbanate alteration,

atches af carbanate at t dtam of the unit

- - L v

1 c a w n

- 50.0

55.0

60.0

65.0

70.0

75.0

80.0

85.0

9o.c

95.1

ASHCROFl PROJECT AZIMUTH 160 Elgin Exploration Co. Ltd. - 8Q Core GRID COORDINATES: 1 I 1 17 N 9735 E UTM: 5623255.355 N 627597.890 E

Dl f : 65 DEPTH: DDO/DIP: 59 DEPTH 120.10

- E v

I

w !i a

30.0 -

BOREHOLE NO: ASH92-1 1 Project No: 814 ELEVATION 687.001 fm)

.31.0

0

LOGGED BY: WKH 1 , 1, REVIEWED BY WKH WAJ e J Fig. No: ASH92-1 I

32 0

APLETIDN DEPTH: 102.1 IPLETE: 08/24/92

Page 3 of 7

33.0

34.0

35.0

i.0

~

-37.0

-

-38.0

-

-39.0

-

-40.0

-

-41.0

-

142.0

4.0

L

L1

L 2 man. I 20 40 MI 80- 5 * X RECOVERY*

20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ................................... ~. , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . ~ . ......... ~ ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. ^. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... ^. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..,.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . ~ . . ~ ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. ..m: .......... j .... I.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . ~ . .................... ~:~ .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . - .................................. ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ; ~ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ~ . ; ; . ~ . i .... : ..... ; ......... i .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ ;.. ..... >... : .... <.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . - ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... r~.:. ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . ' : 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . ~. ~~.~ ~. . ~ . ~ ~ . ~ ~~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

'P J Rai

__I IRERUN

~,

3 R [ID i

2- z ROCK -J DESCRIPTION v)

22

ADDITIONAL

COMMENTS

jseminated spats of ,lorite & pervasive lrbonate alterotion roughout

:casionoI small cIosIs ot laic votanics. abundant irbonate veining o t very I angles. some hematite oining associated with the irbonate veining, pervasive irbonate ond chlorite terotion

-

- - - - 1 r i w a

-

100 0

1050

1100

1150

120c

125C

I30 C

135[

140(

145(

- I -

E v

I

w K a

45.0 -

46.0

ASHCROtl PROJECT AZIMUTH 160 Elgin Exploration Co. Ltd. - BP Core GRID COORDINATES: 1 I I 17 N 9735 E UTM: 5623255.355 N 527597.890 E

DIP: 65 DEPTH: OOO/DiP: 59 DEPTH 120.10

47.0

BOREHOLE NO: ASH92-1 1 Project No: 814 ELEVATION: 687.G01 (in)

48.0

49.0

50.0

i t . 0

52.0

53.0

54.0

55.0

56.0

57.0

58.0

i9.0

.RQD. 20 40 60 80

* X RECOVERY+ 20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . ............................ . . . . . . . .

. . . . .................. ~ ................ . . . . . . . ' ; . # ; I * ; . . . . . . . . . . . . . . . . . . . ............................. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... ~ ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . ............................. ~: . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~. . i . . . . . . . . . . . . . . . . . . . . . . . . .

p : ~ , ~ . . ~ i * . . . . . . . . . . . . . ..................................... . . . . . . . . ~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. ~ , ~ , . . . . . . . . ~ m ; I : j ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. ~, ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , ~ ,~ ~, ~ ,~ ~,~ ~. ~ .~ ~ ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' a ; j : : i * : . . . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . .

. . . . . . . . . . . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . :.; ~ . ~ ~ ~ ~ ~ . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

J P Rai

ADDITIONAL

COMMENTS

t core from 41.45 - 40

it core from 50.80 - 51

i t core from 55.40

:mosive corbonote :eration throughout, ianite staining along ictures ot the top of tht lit, occosionol large iidote patches, blocky

-

- - L v

I

w z n

-

50 0

55 0

60 0

65 0

70 0

15 c

80 C

85 (

190(

195.0 4

I CP Rail

- I I ADDITIONAL I.=- I +- Q w n

COMMENTS

bottom ccntoct at 70 degrees -2251 bottom contact ot 40 degrees - fault zone from 71.20 -

-230: particularity in the fault zone, pervasive hematite olterotion from 70.50 -

lost core from 71.45 - 71.65 -235.

extensive epidote alteration occurring in large patches, - blocky. minor pervasive -240. carbonate olterction. fault zone from 73.30 ~ 73.80 trending at 20 degrees. bottom contact at 30 degrees ~

-2oo.c

-205.(

-210.(

I L ICOMPLETION DEPTH: 102.1 m ICOMPLETE 08/24/92

LOGGED BY WKH

I Page 5 of 7

- E

a a

75.0

v

I t

w

-

16.0

77.0

18.0

79.0

80.0

i1.0

.ROD.

j + X RECOVERY* 20 40 60 80 . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , .

........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . .

...................... ~ .................... . . . . . . . . . . . . j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... ~ ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... I ......... L .................. ~:... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....,.... j ) ~ . ~ , . ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . ..... ~ . . ~ . . . . . .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ .. . . . . . . ~:..~ ~: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................... . . . . . . . . . . . . . . . . . . . , , ; 8 ; .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ~:. ~; . .; .:...I :.. ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...............................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . : , : ~ ~ j : . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . , . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . ,

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . , . . . . . . :.: j : : : ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . : j j i . j . . . . . . . . . . . . . . .................. ~. ~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

DESCRIPTION

U b 4 b O ,

O b 4 & O 4 Q b O b 4 ,

d b 4 & 4 G Q b O & 4 '

4 b 4 b 4 4 G b O b 4 , O & 4

I - ADDITIONAL I =- -

I

COMMENTS I % I -1- 250.0

t

-255.0

-260.0

xky, pervasive hematite . lining from 82.80 - 83.20 265,0

tensive epidote, minor irbonate b very minor m t i t e olterotion from 1.20 - 90 70

-270.0

-215.0

-280.C

-285.C

-29O.l

- E v

I

w a z - 90.0

91.0

92.0

93.0

94.0

95.0

5.0

97.0

98.0

99.0

100.0

101.0

102.0

,103.0

14.c

T PROJECT AZIMUTH 160 loration Co. Ltd. - BP Cwe RDINATES: 1 1 11 7 N 9735 I UTM: 5623255.355 N 627597.830 E

DIP: 65 DEPTH: OOO/DIP: 59 DEPTH 120.10

-

ROD 20 40 60 80

t X RECOMRYt 20 40 60 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . .................................. :.. ~ ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

.................

i a i i ; i i i i . . .......................... - ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .........................................

..............,.... i ........ ~ . : ~ ..:. ....I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... : ~1~~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

............................................. . . . . . . .

: ; , ; : ; . ' ' . : < ....; ....; .............. :..~~. ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....; .... ;...~; ....; ~,.; .... ; .... ;...l.. ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . ...,.... ; ....,.... ; ......... : ..... : ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .; . . ....;.... .......................... ..: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .......................................

...........................................

.... j .... L..i .... i . ~ . . i . : ~ ~: ; :.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................

. . . . . . . .

. . . . . . . . . . : , : , . *":' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . , . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . .

/ 'P Rai

BOREHOLE NO: ASH92- 1 1 - Project No: 814 ELEVATION: 687.001 (rn)

[z - m , R [ID r-

Y JyL c LOGGEO BY: WKH REVIEWED B Y WKH WAJ

J e m /fig. No: ASH92-ll

ADDITIONAL

COMMENTS

iidote alteration in itches and hematite .airing neor the lost core me, top contact at 10 qrees. intrudes the mounding diarite, ,truded by an andesite dyke om 98.50 - 98.80, ccosional rnafic valconic :nolith, blocky

>st core from 100.30-100.

ery blacky

- - c - v

r +- k a -

IOO.(

105.(

JI0,l

115.1

320.1

325!

330.

335.

340.

h c h -

r

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

................................ . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * ; : ~ : : . . ~: . . . . . . . . . . . . . . . . . ........... ~ . . . ~ .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

........................................ . . . . . .

. . . . . . . . . . . . . . .

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

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .*.~i i...;.m ...... i . . ~ i ~ i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... ~ .................... * : ~ i i ~ <

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .. I..., .... , .... ,..., ..... ..., ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ............................. ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... ~ ......... :.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ~ ...,....,... ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . .................. " ................. ".

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .

. . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . .

. . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . .

88 99 t+ 22 *AMM338*

08 09 OP 02 .OO8.

3b'

3's I

DZ I

311

TO I

O f

0s

0'1

U'!

O'+ i

U'Z o c l

= L c ' ADDITIONAL = COMMENTS $E %

52 E a n

I \MPILE lYPE r

I ,

ASHCROFT PROJECT AZIMUTH 175 Elgin Exploration Co. Ltd. - HQ Core GRID COORDINATES: 11 153 N 9933 E UTM: 5623295.819 N 627793.028E

DIP 80 DEPTH: 000/DIP: 76 DEPTH:123.10

~

33 0

34 0

3s 0

6 0

~

- 3 7 0

-

-38.0

-

-39 0

-

-40 0

-

-41 0

-

-42 0

-

- 4 3 0

-

BOREHOLE NO: ASH92- 12 Project No: 814 ELEVATION 703.425 (m)

W a >- I-- W

ROD _I Q z 20 40 60 80

W f C D M R Y 4 4 Ul

22 44 66 88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

.......................................... . . . . . . . . .

......................................... . . . . . . . . . . . . . . .

.... t...: .... j .... : . ~ .i. .: ... : .... :.w. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

........................................

. . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . .

. . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

....... I ....... , ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

. . . . . . . . . . . . . . . ;mi ...). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ i ...... ~ ~ I . ~ .~ ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b . . . . . . .

.. ~~i~ ~~. ... ~ . : .... i ......... ; .... :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

............. i ........ ;...j .... j~ ~: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. .

. . . .

" ; & ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... " ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. . -.; .... ?..., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . .

. . . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . ............................................ . . . . . . . . . . .

CP Rai

rn 3

ADDITIONAL :: L= ROCK E G

2 2 d %

?? COMMENTS ElE m w DESCRIPTION L

2 1 s o

Ul

4A 4 . . . . .' . . .4 , . . . . . . . . . .

L I . ,

D z - w =

I - E w

n o

,"lOO.C

.-10S.C

.iNTENsELy .ALTERED. .DI.ORiiE . ~ . .medium ... . . .

grained, zone of very intense carbonate alteration, very bleached appearance, pyrite occurring as disseminated crystals & stringers from 38.00 - 39.70

......

- cHmii/iAlllf tO?dE 1 ;eFti& o f i h e Tone ore competant while other are gouge, large amount of carbonate veining with pieces of diorite incorporated within them, very extensive pervasive carbonate alteration throughout. the zone looks more like o brittle fault at the bottom, tiny pyrite cubes throughout

i '(

I

t

.(

I

abundont wisps of corbanole '. averaging 60 degrees, wisps ' are later thon the pervasive carbonate, non-bleoched zone ' from 36.20 - 37 .W. soft, top & bottom conlocts at 10 . degrees

' I

i

-very soft. interpreted to be o shear zone which has undergone later brittle faulting, 6 cm wide carbonate vein ot 40.40 .,

:! , !

I

4.

I. I-

' - I l O . (

I

1-115.(

a

c

!-120(

I

I._

1-

'-125.l ! - I

.,130.1

I-

I

11-135 . . . . .

clay gouge rib m a i l fragments of sheared diante '. '

from 41.70 - 45.10 . . '( ! -

. . .' '-140) & I . -

I 7-

_I ! - .. .-145. I ' I.

. .

. .

. . . .

. .

- 1 E i

,I

v

$ ! a .

450

1

___ -

-460

-

-47 0

~

-480

-

-49 0

_

-500

_

1 0 1 - -

-52 0

-

-530

-

-540 1 - -

-550

-

-56 0

-

-570

-

-58 0

r

,9 0

ROD m 20 40 60 80

WECGVERY4 22 44 66 88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . .

: . . i : : : ;i . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... ., .. ~~ ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... ~ .... ~ .... . . . . . . . . . a : ; j i : i . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... ; ... i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .....I .................................. . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . ~ ~ : :*: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . ~. ~~ .~ ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " ................. " .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -~ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . : m : ; ~ : ~ ; * . . . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . : i j j i j i '6 . . . . . . . . . . . . . . . . ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

unit is olmost totally altered by pewosive carbonate from 51.60 -

m e of line sond from 53.10 - 53.80

'4 , . . . . .-170.( 52.20 !-

1 1.- . . . .

.I . .- ;I i-175.( . .-

I d . . r '~

. .

- -a 4 cm quo* vein has been lroctured with corbonote infilling the frocturer at 56.10, soft. blocky

j-18O.l .,' 1-

1 \-

1 - . .-l85.1

. .~

. .

. .

. .

. .

. . ', ! . . . . 1 I- . . ; ,'-190.1 . .-

I. . . . .- * A 4

A 0 % . ( !

- in a clay gouge, very high carbonale

. . _ _ _ _ _ _ _ _ _ _ _ - ~ - . ' 4-195. FAULT ZONE - fragments of altered diarite

content < ' . .

LOGGED BY WKH (COMPLETION DEPTH: 123.1 m \COMPLETE: 08/27/92

Fiq. No: ASH92-12 I Page 4 of <

ASHCROFT PROJECT /AZIMUTH 175 I BOREHOLE No: ASH92- 12 Elgin Exploration Ca. Ltd. - HQ Core

GRID COORCINATES: 1 1 153 N 9933

ADDITIONAL

COMMENTS

%i -

h

E v

I

w a r - 60 0

61 0

62 0

63 0

64 0

65 0

6 0

67 0

68 0

69 0

70 0

71 0

72 0

73 0

L L -

E~ w ; = - 5z E sE k

m n

IRPE c

RRQOR v)

n 44 66 38 . . . . . . . . . . . ~. . . . . . . . . . . . . . . . . . . . . . . .

ck of unfoulted altered file from 61.10 - 61.K irre wnd lo line pebbles ie from 61.55 - 61.90

1, very blocky

ietz vein with obundant nolite staining from 65.40 65.70. the vein has been

. . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ................ . . . . . . . . . . . . . . . . . . . . . . . . i4 R1 . .

............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... .,..: .~ ~~~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... i~~~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... , ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~: . . . . . . . .: .... : ........ : .... i..*... R2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . .~ ...(.,........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . .

. . . . . . . . . . . . : ...................... i4i .... R2 . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... . . . . . . . . . . . . . . . . . . . . . . i. . .~ . ... .: ... ~i * . R4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .~ ~.~ . . . . . . ~ ~ ; ' * - ' R 4 . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . . . . . . . . . . . . .

1 Rail

. . . .- " '-200.0 ' '

'I 'I- : :- L I.- . .

,-205.0 .q i.

I 1

. .

. . .

. .

. .

. . . .-210.0

. .

. .

.I I -

. . I 1. ' '

i i '-215.0 : 1 - . . . . ', I - . . . . . t !-220.0 . .

/DIP: 80 DEPTH: OOO/DIP: 76 DEPTH:123.10 I UTM: 5623295.819 N 627193.028E I ELEVATION: 703.425 (rn)

I Project No: 814

CORERUN T

Y n DESCRIPTION 1 z Q a L

- - _ - _ - - _ _ _ _ _ _ _ _ - - - - - VEINED ZONE - zone of altered diarite

quartz ti carbanole veins, zone consists which has been intruded by a number of

primarily of a deep red (hematite stained) cryptocrystalline quartz with fragments of altered diorite and carbonate, inplaces white cryptocrystalline quartz intrudes the unit fragmenting the red quartz, some of these zone have been fractured and carbonate has intruded along the fractures, pyrite blebs occur primarily in the diarile fragments but olsa occasionally in the quartz

LOGGED BY: WKH ICOMPLCIION DEPTH: - Y

. . . 3-

. . .

. ( !

. . -225.0

. .

\ '- . . . . . . . . ! c . .

' ;-230C .( . . L 1- . . . .-

l a . . . . , 1 ,1-235.C . . '< ! . . . . .

b 1- . . . . . t :-240.(

I 1- . . . . ." !-

1 ' 4- . '-245.(

. .

. 123.1 rn

_ _ _ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ - _ _ - _ _ _ - _ _ _ _ _ _ FAULT ZONE - unit consist of oltered diorite and quartz with hematite staining fragmenls in a matrix of gouge, high carbonate content in the gauge

H

I , . . . .

hly fmclured and b n o t e infilling the ctures

Fl Lt y bloeky

ASHCROFT PROJECT AZIMUTH 175 Elgin Expiomtion Co. Ltd. - HQ Core GRID COORDINATES: 11 153 N 9933 E

DIP: 80 OEPIH: 000/DIP: 76 OEPlH:123.10 UTM: 5623295.R19 N 627793.028E

.~

j. g o

m J

ROCK DESCRIPTION

z r d v ) L

0 ? i g m

BOREHOLE NO: ASti92-12 -

Project No: 814 ELEVATION: 703.425 (m)

&TT@F ~O%ITE---s&~ afdhxe-which- has undergone very intense pervasive alteration, high mica and chlorite content

.................................................. DlORlTE - fine to medium grained,. plagioclose 70-75LZ mafics 25-3091. magnetic

w - ADDITIONAL eE E

EX COMMENTS 2 E m w a w

a n

I

L

I - groin boundorier obscured by .

the extent of lhe ellemtion, soft

'!

very blocky from 78.25-78 70 . L

r

I

:, t

shottered from 79.50 - 79.90

1

foult trending at 15 degrees '1,

wcun lrom 81.50 - 82.20 : shottered from 82.20 - 83.00 .

<

t

foull trending at 10 degrees occun from 83.30 - 83.60

', : i

-- 4 -

.-250.0

I: . i -255.C

I

!-260.C 1 -

,- 1 .-265.i !-

!

1.

'-270.(

3.

!

j-275.(

vew blocky from 84.20-84.55

1

blocky, patchy olterolion .

i , t

s m d foult trendiog ot 34 . degrees a t 07.80 L

I

IMPLE N P E

......................................... . . . . . . .

. . . . . . . . . . . . . . . ......... ~ . I ~ .................... . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . ...................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~. ~. ~ .~ .~ ~.~ ~. ~ .~ ~ . . . . . . . . . . . . . . .

I

'MPLE TYPE I !

ASHCR3FI PROJECT Elgin Exploration Co. Ltd. -. HQ Core GRID COORDINATES: 1 I153 N 9933 E

I w -

E IEI

AZIMUTH 175 DIP: 80 DEPTH: OOO/DIP: 76 DEPTH:123.10 UTM: 5623295.819 N 627793.028E ELEVATION: 703.425 (m)

BOREHOLE NO: ASH92- 12 Project No: I314 -

6 5 a n .ROO. w I 20 40 60 60

*RECOMRY* 22 44 66 68

i i j i i . ; ; i j

n a m . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .........................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . ~ . ~~ ~~ . _._ .... ~ .... :...:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

107.0 ...: ..; .... ; .... i...::...; .... i ...... .;~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ - .................... . . . . . . . . . . . . . . : : ; * i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 108.0 .:.. .; .... i .... i .... :...i .... : .... : .... :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

....... j .: .................... . . . . . . . . . . . . . . .

,09,0 .... ~ .... ; .... i .... i ......... j .... ;....I ..: . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . ....... ............ .............. ., ....,. /..

. . . . . . . . . . . . . . . . , 10.0 ..... ...I.... .................... ) . ~:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................

. . . . . . : , . . . . . . . : : . : : @ * . . . . . . . . . . . . . . . . . . . . . . 1 ,o .... : ....,.... ~ .... ; .... ~ .... j .... i .... jj. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , 12.0 . ..; ..~.. .; .... ~;~ ~j~ .:.~ j .... :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 3.0 ... L...i....i....i....l...i....:....i....- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . .

. . . . . . . . . ............................................. . . . . , . . . . . . . . . . @ ; ~ ;i . . . . . . . . . . . . . . . . 114.0 . ~ : . ..;.... ;. ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 15.0 ~..: ...................................... . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

., 16.0 ... j.:..~ .. ~: . i :~ . /.; ... :... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . .................................... . . . . . . . . . . . . . . . , . . . . : : h i : : * . . . . . . . . . . . . . . . . 117.0 ....... : ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .........................................

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

:ORERUN IXI €3 [ID a ROCK

n 3

ADDITIONAL

COMHENTS

z d - 0

4 %

2 2 2 0 5 *

m 5 5 DESCRIPTION L

::; b 4 ,

4 b 4 ~

b 4 * 4 . 3 4 b 0. 4 A 4 A 4 4 4 A 4 A 4 ' 4 A 4 A 4 4 l x t core from 107.40-107.75 4 A 4 b 4 ,

4 b 4 A 4 q a h 4

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . olterotion front of 60 ALTERED OlORlTE - fine lo medium grained. whitish green, intense pervasive alteration zone, bleached appearance

A 4 4 A 4 A 4

unollered zone from 110.85 - 111.50

A 4

"= ' sE ;; d E k

a n

5z E

' ( '-345.0 . . . .- . . ., ! . .- . . 4 L- . . ' .-350.0 . . ,' . :, I . . . I 1-355.0 . . t ' . . . . . . . .

-360.C .I I . .

I \- . . . . < I

. , ~

, .-365.C

. .-

. .

', I . . . ._

* I . . . .

A 4 4 A 4

. .

. .

I BOREHOLE No: ASH92- 12 I Proiect No. 8 1 4

ASHCROtl PROiECT [AZIMUTH 175 - Flnin FYnlnmtinn Cn I ld - HO Core I DIP. I GEPTH: OW/OIP: 76 GEPTH:123.lil

- E v

I

W ri a

120.0 ~

-

-121.0

-

-122.0

-

-123.0

-

-1 24.0

-

-125.0

-

'26.0

i 127.0

t -128.0

-

-129.0

-

-130.0

-

-131.0

-

-132.0

t 133.0 t '34.0

t t i

.Roo. 20 40 60 80

WECOVERIe 22 4 t 66 88 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . .

................................ ~~,

..................................

............................. ~. . . . . . . . . . . . i.: ; * . . . . . . . . . . . . . . . . . . . . ............... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... / . ~, ..... ~.~ ......... ~ . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ ~ . . . . ~ I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ , ....... j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

... . . l ~ ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . ~ .... :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:.~ ~ ; ~ ~ ; . ....... . . . i . . . ; ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . .

....................... . . . . . . . . . . . . . . . . . . . ., ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . ............ ., .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .........

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. " ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................... . . . . . . . . . . . . . . . , . , . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

LL

~~

5623295.819 N 627793.078E I ELEVATION: 703.475 (m)

T- R [TD 2

- ROCK 2 DESCRIPTION

3 2 - 1

?

_ _ _ _ _ _ _ _ _ _ _ _ _ ?

FAULT ZONE - fragments of diorite ond carbonate veins in o matrix of clay and carbonate fault qouqe, fault trends at 70 _ . degrees

4 1 END OF HOLE

ADDITIONAL

COMMENTS

h percentage of corbonote n froqrnenlr from 121.60 - 3.10

: 420.1

-4251

-430.1

-435:

1440.

Appendix B

Test Pit Logs

ASHCROfl PROJECT GRID CGORDINATES

CP MIL l O E 8 l N 9850 E ENGINEER: WKH

I

E v

I + 0 %

m

I .o

.O

3.0

4.0

TESTPIT NO: PIT- 1 Project No: 8 1 4


li

MATERIAL DESCRIPTION

_o COBBLES & BOULDERS - angular cobbles and -0 boulders of local material in a aroundmass

r//A LOGGED B Y WKH

Fig. No: PIT-1

(COMPLETION DEPTH: 4.3 n ]COMPLETE:

Poqe 1 of I

_.

- + - 1 i K w 0

xr

I .a

1.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.c

13.c

14.5

15.(

16.( - -

- E v

I

w z a

- - - - i c

a fi

m

I .o

!.O

3.0

1.0

5.0

5.0

7.0

8.0

9.0

lo.(

11.1

12.1

13.1

14.0

15.0

16.0 - -

- 0.0

T PROJECT GRID COORDINATES ~ _ _ _ 10700 N 9855 E

ENGINEER: WKH

1.0

TESTPIT NO: PIT-2 Project No: El14 ELEVATION: 0.000 (m)

'.O

3.0

4.0


I :::::::: TOPSOIL U

Owe

o-o boulders of diorite ond minor volcanics in COBBLES & BOULDERS - onqulor cobbles and

-a o groundmoss of sand, silt ond organics ll:d

". I 4 A d

LOGGED BY WKH /COMPLETION DEPTH 3.. ICOMPLETE:

Poge I of 1

ASHCROFI PROJECT GRID COORDINATES CP RAIL 10718 N 9861 E

PROJECT ENGINEER: WKH

I .o

5.0

1.0

- TESTPIT NO: PIT-3 Project No: 814 ELEVATION: 0.WO (m)

I,


- COBBLES & BOULDERS - angular cobbles and -~ boulders of local material in a groundmass WOO of sand, silt and organics which becomes OM'

-0

more compact with depth W O O

-

7 c Y - r K w n

m

.o

!.O

5.0

1.0

j.0

5.0

7.0

3.0

3.0

10s

11s

12.[

13.1

14.1

15.1

16.( -

LOGGED BY: WKH /COMPLETION DEPTH: 3.1 m /COMPLETE: I Page 1 of 1

ASHCROFT PROJECT GRID COORDINATES CP RAIL 10738 N 9 8 7 4 E

PROJECT ENGINEER: WKH

- E Y

I + a w a

T

I .o

0

3.0

4.0

TESTPIT NO: PIT-4 Project No: 814 ELEVATION: 0.000 (mi)

MATERIAL D E S C R I P T I O N

-0

w o ~ DODO

awo moo _w -00

ww

boulders of diorite and minor volcanics in a groundmass of sand, silt and organics

A 4

-

- & - v

X

w D

EL

iT

I .o

2.0

1.0

1.0

5.0

5.0

7.0

B.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.C - -

- - c - d

f 1 ri c3

rcr

.o

!.O

1.0

L.0

i.0

3.0

7.0

3.0

3.0

lo.(

11.(

12.l

13.1

14.1

15.0

16.0 - -

- E v

I

w 0

z

m

1 .o

.o

3.0

4.0

ASHCROrl PROJECT GRID COORDINATES CP RAIL PROJECI ENGINEER WKH

10561 N 9858 E

MATERIAL

TESTPIT VO: PIT-5 Project No: 814 ELEVATION: 0 000 (m)

DESCRIPTION

Ooo0

ow0 0-

0000 more compact with depth

content increases with deoth - clay and moisture

'P 1 Rail S y s k LOGGED BY: WKH

Fig. No: PIT-5

/COMPLETION DEPTH: 4.1 I

REVIEWED BY: WKH WAI /COMPLETE: Paqe I of 1

I i

3dM

- - - - r F

E5 a

m

.O

LO

1.0

1.0

5.0

j.0

7.0

3.0

9.0

lo.(

11.(

12.1

13.1

14.1

15.0

16.0 -

h

E v

I

W kL a

ECROFI PROJECT GRID COORDINATES 10736 N 99!5 E

ENGINEER: WKH

- 0.0

TESTPIT NO: PIT-7 Project No: 814 EL&'ATION: 0.000 (m)

1.0

1 P Rail Syste

.o

LOGGED B Y WKH

fig. No: PIT-7

lCOMPLETlON DEPTH: 2.1 rn REVIEWED BY WKH WAJ \COMPLETE:

Poqe 1 of 1

MATERIAL DESCRJPTION

SAND, SILT & ORGANICS - occosional diorite boulders

' "'")PAN - diorite boulders cemented in o matrix

ASHCROFl PROJECT GRID COORDINATES CP RAlL 10760 N 9921 E PROJECT ENGINEER WKH

h

E v

r w K n

rr

TESTPIT NO: PIT-8 - Project No: 814

ELEVAEON: 0.000 (m)

1.0

.O

5.0

4.0

rl

MATERi AL DESCRIPTION

MATERi AL DESCRIPTION

LT & ORGANICS -occasional diode

.. l 4 A q l

LOGGED BY: WKH ICOMPLETION DEPTH: 1 ICOMPLETE:

I Fig. No: PIT-7 Poge 1 of 1 J

-

- - c v

I + % n

ID-

I .o

2.0

1.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.C

15.c

16.C - -

EHCRO~ PROJECT GRID COORDINATES TESTPIT NO: PIT-9 10672 N 9898 E Project No: 8 1 4

FNCINFFR. WKH ELEVATION: 0.OOC (rn)

I 'P 1 Rail Syste

- - __ I

TYPE ~WPLE DEPTH on m ' I I

LOGGED BY: WKH ICOMPLETION DEPTH: 4. REVIEWED B Y WKH WAI /COMPLETE: Fig. No: PIT-9 Page I of 1

E Y

I

w L a

m

I .o

.o

5.0

4.0

-

I L v

I + 0 %

m

1 .o

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.c

14.C

15.[

16S - -

- -

91

'S 1

'f I

'C I

' I I

'I I

(01

0 1

01

0')

0 !

0 '

0

0

0

0

- 0

c P T ZI

5

-

- L

-

D UI paluaua3 siaplnoq XIJlDUJ

bTFS I TESTPIT No: PIT- 1 1

.o

t

ENGINEER: WKH I I LLLVAIIUN: u.uu0 (rn)

NPE WSAMPLE DEPTH llD


& BOULDERS - sond and silt matrix

north side of the pit and a t 3.46 m an the

-

- c - v

E k n

m

I .O

2.0

3.0

4.0

5.0

6.0

7.0

8.0

3.0

10.1

11.

12.

13.

14.

15.

16. - -

ASHCROFI PROJECT I GRID COORDINATES [ TESTPIT No. PIT- 12 CP RAIL 110734 N 9956 E

- EN1

h

E v

I

w K n

m

I .o

!.O

~

TYPE WPL I I

-

- c - - 2 4 n

ir

, .O

L O

3.0

k.0

5.0

5.C

7.0

5.0

9.0

10.0

11.0

12.0

13.0

14.0

GRID COORDINATES TESTPIT NO: PIT- 13 CP RAIL 107’27 N S996 E Project No: 814


7 P E [XISAMPLE DEPTH [ID I I -

E v

I

w K n

m-

1 .o

.o

!

i.0

1.0


large

- - - - d

1 1 II c1

-

m

.o

!.O

1.0

1.0

i0

5.0

1.0

3.0,

3.0

1o.c

11.(

12.(

13S

14.1

15.1

16.1

LOGGED BY: WKH lCOMPLETlON DEPTH J Rail System IRmiwEDilY:WKHwM Fig. No: PIT-I3 ICOMPLETE: I Page 1 of 1

ASHCROFI PROJECT GRID COORDINATES CP WL PROJECT ENGINEER: WKH

10706 N 10054 E

- E v

I

w K

rn n

1.0

.o

3.0

4.0

TESTPIT No: PIT- 14 Project No: 814 ELEVATION: 0.000 (m)


L

-0

~ o D o 0-

0-0

aaoe

COBBLES & BOULDERS - angular cobbles and boulders of diorite in a groundmass of sand, silt and organics

- moisture and compaction increases with depth

'P 1 Rail Syste

-

- c - d

i 1 cl d

c

.O

1.0

1.0

1.0

1.0

j.0

1.0

3.0

3.0

lo.(

11.(

125

13.1

14.1

151

16.1 - - LOGGED BY WKH lCOMPLETlON DEPTH. 4.1 r

REVIEWED BY: WKH WAI ICOMPLETE: Fig. No: PIT-I4 I Page I of

ASHCROn PROJECT GRID COORDINATES CP RAIL 10686 N 10047 E

PROJECT ENGINEER. WKH

- E v

I t Q w n

i.b

I .o

.o

?!

.o

.a

TESTPIT NO: PIT- 15 Project No: 814


i

1 2 0

5 m

=' 0 l v )


TOPSOIL

. . . ....

- SAND, SILT & CLAY - minor organics with occosionol boulders

:;: DIORITE - bedrock slopes to the middle of ","," the pit

- water occurs in the middle of d A 6

J

& CLAY - minor organics with boulders

Page I of

bedrock slopes to the middle of

water occurs in the middle of

- - c v

I t Q w a

IT

I .o

l.0

3.0

1.0

5.0

6.0

7.0

8.0

9.0

10.1

11.1

12.1

13.1

14.

15.

16. - -

ASHCROFl PROJECT GRID COORDINATES CP MIL 10702 N 10094 E PROJECT ENGINEER WKH

- E Y

I

L n

03-

1 .o

1.0

TESTPIT NO: PIT- 16 Project No: 314 ELEVATION 0 000 (rn)

3

z 5 MATERIAL DESCRIPTION

07

4 0 m

- .... ~... TOPSOIL - ..... ... - .. ... ... - ..... ~ - ~. ~... - ....... - _o COBBLES & BOULDERS - angular cobbles and -0 boulders of diorite in a groundmass of

- - c 2 - r 1 d 3

-

- .O

.o

'.O

1.0

-.O

1.0

1.0

1.0

1.0

1.0

10.

11.

12.

13.

14.

15

16

' -0

a- - 0000

sand, silt and organics

compaction increases with depth - moisture and

ASHCROR PROJECT GRID COORDINATES CP RAIL 10711 N 10108 E PROJECT ENCIFiEER: WI(H

1.0

- TESTPIT NO: PIT- 17 -

Project No: 814 ELEVATION: 0.000 (m)

.o

, a 0

z

.1 ' 0 > m


m

; &

;TOPSOIL

3.0

- Orno

0-

ow0

4.0

boulders of diorite in a groundmoss of sand, silt and organics

compaction increases with depth - maisture a n d

I-

-

- c d - i 1 d 9

DT

.o

1.0

1.0

1.0

1.0

j.0

1.0

3.0

3.0

10.c

I l l

12.c

13.(

14.(

15.1

16.1 - -

I GRID COORDINATES CF RAIL 111182 N 10944 E

- - E v

I l- a w n

0.0 -

1 .o

'.O

3.0

4.0

__ TESTPIT NO PIT- 18 Project No. fil4 ELEVATION: 0 000 (m)

I >

' g I MATERIAL DESCRIPTION

I & , = ' 0

I V )

. . . . . . . TOPSOIL

woo COBBLES & BOULDERS - angular cobbles and 0- boulders of diorite in a aroundmass of

- ........ -

sand, silt and organics

compaction increoses with depth - moisture and

- - - Y

X r fh

ir a

I .o

2.0

5.0

4.0

5.0

6.0

7.0

8.0

3.0

10.0

11.0

12.0

13.0

14.0

15.c

16.C - -

ASHCROFT PROJECT GRID COORDINATES - CP RAIL 11207 N 10008 E PROJECT ENGINEER: WKH


TESTPIT NO: PIT- 19 Project No: 814 ELEVATION 0.000 (m)

. . .. . . . . - wm COBBLES & BOULDERS - angular cobbles and - boulders of diorite in o groundmoss of 0-0 sand, silt and organics

woo

0-e

-

- c c I

E h n

m

.O

!.O

5.0

1.0

j.0

5.0

7.0

3.0

3.0

lo.(

1 I.(

12.1

13.1

14.1

RNIEWED B Y WKH WAJ

ASHCROFI PROJECT GRID COORDINATES CP RklL PROJECT ENGINEER WKH

11184 N 10000 E

- E

a n

m

-. I t

w

1 .o

.o

3.0

4.0

- TESTPIT NO: PIT-ZO Project No: 814

ELEVATION: 0.000 (m) -

- 7 c - 2 G 5 3

- .O

.o

'.O

i.0

-.O

1.0

i.0

1.0

3.0

3.0

I0.C

I l l

12.(

13.l

14.1

15.1

16.1 - -

P V V

-0

xa 6 U i J a h OU -

ASHCROFT PROJECT GRID COORDINATES CP MIL 11198 N I0050 E PROJECT ENGINEER WKH

- E

a a

0.0

v

I + W

-

I .o

0

3 0

4 0

TESTPIT NO: PIT-22 Project No: 814 ELLVATION: 0.000 (rn)


-

--. d - - r. 1 4 3

- .o

.D

'.O

i.0

..O

i.0

i.0

1.0

3.0

1.0

I0.C

I1.C

12.c

13s

14.l

15.1

16.1 -

.. I h b q l ~

LOGGED BY: WKH COMPLETION DEPTH: 3.2 m COMPLETE

J Fig. No: PIT-22 Page 1 of

- r-.

v I - I + Q w n

m

I .o

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.1

11.1

12.0

13.0

14.0

15.0

16.0 __ -

-. E v

I + Q w n

m

1 .o

.o

3.0

4.0

ASHCRCFT PROJECT GRID COORDINATES CP RAIL 11220 N 10050 E PROJECT ENGINEER: WKH


TESTPIT NO: PIT-23 Project No: 814 ELEVATION: 0.000 (rn) -

- - COBBLES & BOULDERS - cobbles and boulders - in a groundmass of sand, silt, clay and - organics

OMD

- exhibits layering -0

0-0

J Page I of 1

ASHCROFI PROJECT CP RAIL PROJECT ENGINEER: WKH

- E v

GRID COORDINATES 'TESTPIT No: PIT-24 11232 N 10050 E Project No: a14


I

w K n

1.0

4.0


- - c Y

E h

m n

, .o

LO

5.0

1.0

5.0

5.0

7.0

3.0

3.0

lo.(

11.[

12.1

13.1

14.1

15.1

ASHCROFl PROJECT GRID COORDINATES 11249 N 10061 E CP MIL

PROJECT ENGINEER: WKH -

t

TESTPIT NO: PIT-25 -

Project No: 814 ELEVATION 0.000 (rn)

ll.o '.O

I

A 4 P A 4

LOGGED B Y WKH ICOMPETION DEPTH: 0.8 r ICOMPLETE:

J I Paqe 1 of

-

7 & - - I F

k n

m

.O

!.O

I.0

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MATERIAL

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Project No: 814 ELEVATION: O.OU0 (m)

DESCRIPTION

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DESCRIPTION

I

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MATERIAL

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DESCRIPTION

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- .. ...... - COBBLES & BOULDERS - cobbles ond boulders

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Appendix C

Bulk Sample Petrographic Analysis

Ashcroft Project Appendix C Page I

PETROGRAPHIC ANALYSIS SAMPLE BLKASH92-1

LnCATION

This sample is from a fine grained diorite on the 700 m level. Grid coordinates: lllOON 96903. UTM Coordinates: 5623249.562N 627597.0433, Elevation: 688.857 m above sea level.

llQmmHs Diorite

This sample is entirely composed of a fine to medium rock which is dioritic in composition. Plagioclase feldspar comprises approximately 65 to 70% of the rock while mafic minerals (hornblende and pyroxene) comprise the remainder. The rock is a very dark greyish green. Two subtypes of the rock were observed in the sample: diorite particles containing lmm wide carbonate veinlets and, diorite particles which have undergone alteration. These latter particles have a bleached appearance with the plagioclase grains exhibiting a light greenish tint. This suggests some saussuritization of the feldspar and introduction of pervasive carbonate alteration.

TEXTLTRE

The grain size varies from a fine t o medium grained with the average grain size a t lmm. The rock is massive and possesses an interlocking texture. Approximately 14% of the sample contains carbonate veinlets.

Hardness

Plagioclase feldspar, hornblende and pyroxene all have hardnesses ranging from 5 to 6 (on Mohs scale). Carbonate minerals have hardnesses near 3. The large percentage of unaltered material (> 70%) suggests the hardness of the material will be high.

Toughness

The interlocking crystal texture of the rock leads to an expected high toughness. Particles with carbonate veinlets will exhibit a somewhat lower toughness.

Ashcroft Project lippendix C Poqe 2

The particles produced when crushed are predominantly equidimensional with rough fracture faces. A small percentage (9.5%) of the -1+3/4 fraction was identified to be flattened, however, as the other size fractions did not exhibit this characteristic, flattened particles should not be a problem. Fines will be produced more readily from the altered particles but their low abundance in the material as a whole (15%) should not lead to a problem in this regard.

Only the particles which contain carbonate (veinlets or pervasive alteration) may be affected by these processes if the carbonate exhibits porosity due to chemical weathering over time.

P

The carbonate minerals may be susceptible to chemical weathering processes - A full suite of physical tests were performed on this sample by Clifton Associates Ltd. The results of these tests are presented in Appendix D.

COMMENTS

This rock is expected to have a high hardness and toughness. expected from this rock. quality of the material.

A high quality material can be The presence of carbonate minerals will only marginally degrade the

SAMPLE BLKASH92-1

RockTyps -1 112 + 1 -1 + 3/4 a4 + 112 -112 + 318 -3111 + x4 Total X

Diorae 74.1 68.0 72.4 57.9 55.0 68.4 Diorle with 14.2 12.8 14.1 18.4 20.8 14.9 Carbonate Veinlets Mered Dioine 11.7 9.7 13.5 23.7 24.2 14.0

by Weight

Ashcraft Project Appendix C Page 3


LOCATION

This sample is from a me-.m grained diorite on the 800 m level. Gri, UTM Coordinates: 5622881.807N 627701,7803. Elevation: 813.456 m above sea level.

:oordinates: 10735N 98303.

l3xxm3s

Diorite

The sample is composed entirely of a medium grained diorite. Plagioclase feldspar content is approximately 70-75%, while the mafic minerals (hornblende and pyroxene) constitute 25.30%. The plagioclase has undergone light to moderate saussuritization. Approximately 18% of the sample contains significant epidote alteration. The epidote occurs as a pervasive infiltration and as veinlets. Minor carbonate is associated with the epidote.

TEXTURE

The rock is massive and possesses an interlocking texture between the crystals. medium.

Grain size is

P

Hardness

Plagioclase feldspar, hornblende and pyroxene all have hardnesses ranging from 5 to 6 (on Mohs scale). Epidote has a hardness which ranges from 6 to 7. Carbonate minerals have hardnesses near 3. Although some of the material has undergone alteration, the very high hardness of epidote will contribute to maintaining the high to very high hardness of the material overall.

Toughness

The rock is expected t o have a high toughness due to the interlocking crystal texture. fracturing may occur along epidote veinlets under impact stresses.

Some

The particles produced when crushed are predominantly equidimensional with rough fracture faces. Deleterious amounts of fines are not expected from this rock.

kshrrofl Project llppendix C Page 4

FREE p

This rock should not be affected by freezekhaw or wetting/drying processes.

P

This rock should not be affected by chemical weathering processes. - A full suite of physical tests were performed on this sample by Clifton Associates Ltd. The results of these tests are presented in Appendix D.

COMMENTS

This rock is expected to have a high to very high hardness and toughness. A high quality material can be expected from this rock. The very low percentage of epidote altered particles in the largest size fraction and the relatively high percentage in the next lower sized fraction suggest the material containing epidote was breaking down into slightly smaller sized particles. This is likely due to fracturing along epidote veinlets during the crushing.

SAMPLE BLKASH92-2

Rock Type -1 112 + 1 -1 + 3/4 4 4 + 112 -112 1 WE 4 8 + #4 Total %

by Weight Dioiite 92 0 67 2 83 5 83 7 888 81 9 Diorne wdh 80 32 8 16 5 163 1 1 2 18 1 Epidote Alteration

Ashcrofl Project Appendix C Page 5


LOCATION

This sample is from a medium grained diorite on the 900 m level. Grid coordinates: 10395N 98253. UTM Coordinates: 5622530.927N 627711.2903. Elevation: 882.435 m above sea level.

JLmxEEs

Diorite

The sample is composed entirely of a medium grained diorite. Plagioclase feldspar content is approximately 65-70%, while the mafic minerals (hornblende and pyroxene) constitute 30-35%. The plagioclase has undergone minor sausseritization.

TEXTLTRE

The rock is massive and possesses an interlocking texture between the crystals. The crystals are equigranular and of a medium size. - Hardness

Plagioclase feldspar, hornblende and pyroxene all have hardnesses ranging from 5 to 6 (on Mohs scale). The minor sausseritization of the plagioclase should not effect the hardness of the material. The hardness of this rock is expected t o be very high.

Toughness

The rock is expected to have a very high toughness due to the interlocking crystal texture

The particles produced when crushed are predominantly equidimensional with rough fracture faces. Flat particles begin appearing in the -3/4 + 1/2 fraction and increase exponentially in the smaller size fractions. Deleterious amounts of fines are not expected from this rock.

This rock should not be affected by freezefthaw or wetting/drying processes

kihcroft Project Appendix C Paqe 6

P

This rock should not be affected by chemical weathering processes.

A full suite of physical tests were performed on this sample by Clifton zmociates Ltd. The results of these tests are presented in Appendix D.

COMMENTS

This rock is expected to have a very high hardness and toughness. A high qualitymaterial can be expected from this rock, The increasing predominance of flattened particles in the small size fractions is due to the extreme hardness of the rock. This material could not be crushed using a typical crusher, hence, a pneumatic press was used to reduce the material. The press produced small shards when the rock failed.

SAMPLE BLKASH92-3

RockType -1 112 + 1 -1 + 3l4 4 4 + 112 -112 138 48+M Total 9:

Diorne 100.0 lw.o 83.5 25.2 16.6 15.1 Flanened Diorne 16.5 74.8 83.4 24.3

by Weight

Ashcroft Project Appondix C Poqe 1


LOCATION

This sample is from a mafic volcanic xenolith within the diorite intrusion on the 900 m level. Grid cuordinates: 10395N 98253. UTM Coordinates: 5622530.927N 627711.2903. Elevation: 882.435 m aJove sea level.

Mafic Volcanics

The sample is composed of scattered plagioclase phenocrysts in a dark, aphanitic groundmass. The position of the xenolith suggest that the rock has undergone thermal metamorphism which has altered the rock to a hornfels. In a hornfels, crystal growth caused by an adjacent heat source will cause the existing minerals to grow in size thus eliminating all voids in the rock. As plagioclase feldspar and amphibole (the main minerals in a mafic volcanic rock) both form elongate tabular crystals, this growth would produce a tight interlocking mesh.

JJ3xmm The rock contains 3.5% fine grained plagioclase crystals in an aphanitic, interlocking groundmass.

Hardness

Plagioclase feldspar and amphibole have hardnesses ranging from 5 to 6 (on Mohs scale). hardness of this rock is expected to be very high.

Toughness

The rock is expected t o have a very high toughness due to the interlocking crystal texture.

The

The particles produced when crushed are predominantly equidimensional with smooth fracture faces and sharp edges. Flat particles begin appearing in the -1 + 3/4 fraction and increase exponentially in the smaller size fractions. A small amount of fines will be produced initially by the rounding of the particle edges.

Ashcroft Project Appendix C Page 8

1

This rock should not be affected by freezdthaw or wetting/drying processes

P

This rock should not be affected by chemical weathering processes. - A full suite of physical tests were performed on this sample by Clifton Associates Ltd. The results of these tests are presented in Appendix D.

COMMENTS

This rock is expected to have a very high hardness and toughness. A high quality material can be expected from this rock. The increasing predominance of flattened particles in the small size fractions is due to the extreme hardness of the rock. This material could not be crushed using a typical crusher, hence, a pneumatic press was used to reduce the material. The press produced small shards when the rock failed.

SAMPLE BLKASH92-4

RockType -1 112 + 1 -1 + 3/1 4 4 + 112 -112 + 38 - 3 8 + x4 Total X

Malic Volcanics 100.0 91.9 80.2 77.7 26.5 81.7 Flattened Maltc 8.1 19.8 22.3 73.5 18.3 Volrmicc

by Weight

Ashcroft Project Appendix C Poqe 9

PETROGRAPHIC ANALYSIS SAMPLE DDH ASH%-6

LOCATION

This sample is from an HQ size diamond drillhole that was collared on the 800 m level. Grid coordinates: 10682N 10083E. UTM Coordinates: 5622834.737N 627958,8623. Sample collected from 48.70 - 64.70 m down hole.

I%xxmxs Diorite

The majority of this sample is composed of medium grained diorite. The mineralogy consists of plagioclase feldspar (65.70%) and the mafic minerals of amphibole and pyroxene (30-35%%). The plagioclase exhibit a minor degree of saussuritization. Approximately 13% of the sample consists of diorite in which the plagioclase has undergone a moderate to intense degree of sausseritization. A further 13% consists of diorite which has been intruded by lmm wide epidote veinlets and/or pervasive epidote alteration.

Aplite

Approximately 8% of the sample consists of a white, tine grained rock of aplitic composition. The mineralogy consists of quartz (30-40%), alkaline feldspar (60-70101, and accessory magnetite.

TEXT[JRE

Diorite

The diorite is medium grained, massive and possesses an interlocking crystal texture. Approximately 13% of the sample contains lmm wide epidote veinlets and another 14% of the sample consists of diorite intruded by lmm wide carbonate veinlets.

Aplite

The aplite is a massive, fine grained rock in which the crystals are equigranular and form a mosaic texture.


Hardness

Plagioclase feldspar, hornblende and pyroxene all have hardnesses ranging from 5 to 6 (on Mohs scale). Epidote has a Mohs hardness of 6 to 7 and calcite has a hardness of 3. Saussuritzation is the replacement of plagioclase with a very fine grained aggregate of epido’e, zoisite, albite, calcite, sericite and zeolites. The hardness of saussuritized plagioclase is depend 3nt on the ratio of hard minerals (epidote, zoisite and albite) versus soft minerals (calcite, sericite and zeolites). Attempts to scratch the altered plagioclase with a knife (Mohs hardness of 5.5) were met with little success suggesting a high ratio of hard minerals. It is concluded that the hardness of this rock is expected to be high.

Aplite with high concentrations of quartz (Mohs hardness of 7) and unaltered alkaline feldspar (Mohs hardness of 6) this rock is expected to have a very high hardness.

Toughness

The diorite is expected to have a very high toughness due to the interlocking crystal texture. The toughness may be reduced in particles containing veinlets due to preferential fracturing along the veinlets (particularly the carbonate veinlets). The mosaic texture of the aplite is susceptible to fracturing due to impact stresses, hence, a moderate toughness is expected for this material.


Only the particles which contain carbonate veinlets may be affected by these processes if the carbonate exhibits porosity due to chemical weathering over time.

P

The carbonate minerals may be susceptible to chemical weathering processes. - A full suite of physical tests were performed on this sample by Clifton Associates Ltd. The results of these tests are presented in Appendix D.

Ashcraft Project Appendix C Poqe 11

COMMENTS

This rock is expected to have a high hardness and very high toughness. A high quality material can be expected from this rock. The small percentage of material containing carbonate veinlets should not effect the quality of the material.

SAMPLE DDH ASH92-6

RockTyp -1 112 + 1 -1 + 3(4 a4 + 112 -112 + 3 8 a8 + #4 Total %

Dioite 60.7 54.8 46.7 38.6 39 8 51.9 Dioine with 14.9 14.2 13.6 14.6 14.8 14.5 Carbonate Veinlels Aiiered Dioine 7.2 15.0 15.3 16.7 15.3 12.6 Dioile with 11.6 9.3 15.5 16.9 15.5 12.8 Epidote Aneration Aplile 5.6 6.7 8.9 13.2 14.6 8.2

by Weight


PETROGRAPHIC ANALYSIS SAiiPLE DDH ASH92-8

LOCATION

This sample is from an HQ size diamond drillhole that was collared on the 900 m level. Grid coordinates: 10457N 98473. UTM Coordinates: 5622597.377N 627727.9843. Sample collected from 76.78 - 94.05 m down hole.

EcEKmlW

Diorite

This sample is composed of fine to medium grained diorite. The mineralogy consists of plagioclase feldspar (60-65%), the mafic minerals of amphibole and pyroxene (3.540%) and a trace amount of pyrite (an iron sulphide). Some of the plagioclase crystals exhibit a minor degree of saussuritization. Occasional mafic minerals have undergone minor chloritization. Approximately 23% of the sample consists of diorite in which the plagioclase has undergone a moderate to intense degree of saussuritization. Pervasive hematite staining occurs in some of the particles from this group. A further 22% of the sample consists of diorite which has been intruded by lmm wide epidote veinlets and/or pervasive epidote alteration.

TEXTITRE

The diorite is fine to medium grained, massive and possesses an interlocking crystal texture. Approximately 22% of the sample contains lmm wide epidote veinlets.

Hardness

Plagioclase feldspar, hornblende and pyroxene all have hardnesses ranging from 5 to 6 (on M o h s scale). Epidote has a Mohs hardness of 6 to 7. Saussuritzation is the replacement of plagioclase with a very fine grained aggregate of epidote, zoisite, albite, calcite, sericite and zeolites. The hardness of sausseritized plagioclase is dependent on the ratio of hard minerals (epidote, zoisite and albite) versus soft minerals (calcite, sericite and zeolites). Attempts to scratch the altered plagioclase with a knife (Mohs hardness of 5.5) were met with little success suggesting a high ratio of hard minerals. It is concluded that the hardness of this rock is expected to he high.

Toughness

The diorite is expected to have a very high toughness due to the interlocking crystal texture. The toughness may be reduced in particles containing veinlets due to preferential fracturing along the veinlets.

khcrof t Proiect

RockType -1 112 + 1 4 + 3/4 4 4 112 -112 + Y8 3 /8 + #4 Tolal X

Diorne 61.3 45.6 53.0 53.0 57.1 54.2 Altered Diorne 16.5 25.0 26.9 26.7 24.5 23.5 Dioine with 20.2 29.4 20.1 20.3 16.4 22.3 Epidote Alteration

by Weight

~

Appendix C Poqe 13

FI-

The particles produced when crushed are predominantly equidimensional with rough fracture faces. Deleterious amounts of tines are not expected from this rock.

This rock should not be affected by freedthaw or wetting/drying processes.

P

This rock should not be affected by chemical weathering processes - A full suite of physical tests were performed on this sample by Clifton Associates Ltd. The results of these tests are presented in Appendix D.

COMMENTS

This rock is expected to have a high hardness and very high toughness. A high quality material can be expected from this rock. The small percentage of material containing carbonate veinlets should not effect the quality.

.


PETROGRAPHIC ANALYSIS SAMPLE IJDH ASH92-12

r.LnYmm

This sample is from an HQ size diamond drillhole that was collared on the 700 m level. Grid coordinates: 11153N 99333. UTM Coordinates: 5623295.819N 627793.0283. Sample collected from 86.25 - 103.30 m down hole.

IiuKmHB

Diorite

This sample is composed of fine to medium grained diorite. The mineralogy consists of plagioclase feldspar (60-65%), the mafic minerals of amphibole and pyroxene (35-40%) and a trace amount of pyrite (an iron sulphide). Some of the plagioclase crystals exhibit a minor degree of saussuritization. Approximately 26% of the sample consists of diorite in which the plagioclase has undergone a moderate to intense degree of saussuritization and the m&c minerals have undergone moderate chloritization. Minor pervasive hematite staining occurs on some particles in this group. A further 14% consists of diorite which has been intruded by lmm wide epidote veinlets and/or pervasive epidote alteration.

TEXTURE

The diorite is fine t o medium grained, massive and possesses an interlocking crystal texture. Approximately 14% of the sample contains lmm wide epidote veinlets. Small carbonate veinlets (lmm wide) occur in approximately 21% of the sample.

Hardness

Plagioclase feldspar, hornblende and pyroxene all have hardnesses ranging from 5 to 6 (on Mohs scale). Epidote has a Mohs hardness of 6 t o 7. Saussuritzation is the replacement of plagioclase with a very fine grained aggregate of epidote, zoisite, albite, calcite, sericite and zeolites. The hardness of sausseritized plagioclase is dependent on the ratio of hard minerals (epidote, zoisite and albite) versus soft minerals (calcite, sericite and zeolites). Attempts to scratch the altered plagioclase with a knife (Mohs hardness of 5.5) were met with little success suggesting a high ratio of hard minerals. It is concluded that the hardness of this rock is expected to be high.

Ashcraft Project Aopendi C Page 15

Toughness

The diorite is expected to have a very high toughness due to the interlocking crystal texture. The toughness may be reduced in particles containing veinlets due to preferential fracturing along the veinlets.

ImEsJE-


Only the particles which contain carbonate veinlets may be affected by these processes if the carbonate exhibits porosity due to chemical weathering over time.

P

The carbonate minerals may be susceptible to chemical weathering processes - A full suite of physical tests were performed on this sample by Clifton Associates Ltd. The results of these tests are presented in Appendix D.

COMMENTS

This rock is expected t o have a high hardness and very high toughness. A high quality material can be expected from this rock. The material containing carbonate and epidote veinlets should not effect the quality.

SAMPLE DDH ASH92-12

RockTyype -1 112 + 1 -1 + a4 4 4 + 112 -112 + 3 8 4 8 + w Total % bv Weiaht

I Dioihe with 21.7 23.7 18 6 19.3 18.9 21.3 I Carbonate Veinlels Altered Diorite I Dioine with

24.2 16.7

27.4 24.3 26.0 10.0 14.4 16.7

23.8 19.3 I 25.6

13.9 Epidote Aneration I

Appendix D

Physical Test Results

SUMMA RY OF BAL LAST TEST RESULTS

C L I E m 8 RAIL SAMmERE- 92/08/10

PROJECT NO.: CG161.1 LOCATION ASHCROFT, B.C.

CAL SAMPLE NO.: I5202 TRACK CLASSIEICATION: Main Line CWR

CLIENT SAMPLE NO: BLK ASH 92-1 BALLAST GRADING 4.5

Shape Factor

Los Angeles Abrasion Loss (%)

Mill Abrdsion Loss (%)

Abrasion No.

Specific Gravity

Absorbtion (%)

Magnesium Sulphate Soundness Loss (%)

Fractured Faces (%) Minus 2"plus 1 UT

Minus 1 UT' plus 1"

Minus 1"plus 34"

Minus 314" plus UT'

Minus U2" plus 3B"

Minus 2" plus 1 U2

Minus 1 UT' plus 1"

Minus 1" plus 34"

Sieve Analysis, Finer Than Sieve (%) 2 U2"

2"

1 112"

1"

314"

112"

3/8"

#4

#ZOO

8.3

2.0

18.3

2.86

0.33

0.13

95.5

87.1

1.93

2.09

100.0

100.0

100.0

58.7

17.3

5.6

3.5

1.9

0.4

45 mx.

9 max.

65 max.

260 min.

0.5 max.

1.0 max.

90

90

90

90

90

100

90-100

60-80

15-35

0-5

0-3

0-2

CLIFTON ASSOCIATES LTD.

.

SUMMARY OF BALLAST TEST RESULTS

CLIENT. CF RAIL SAMPLERECEIVED: 92/08/18

PROJECT NO.: CGl6l.l LOCATION: ASHCROFT, B.C.

CAL SAMPLE NO.: L5w TRACK CLASSIFICATION Main Line CWR

CLIENT SAMPLE NO. RLK ASH 92-2

Shape Factor

Los Angela Abrasion Loss (%)

Mill Abrasion Loss (%)

Abrasion No.

Specific Gravity

Absorblion (%)

Magnesium Sulphate Soundness Loss (9%)

Fractured Faces (46) Minus 2" plus 1 l/T

Minus 1112" plus 1"

Minus 1" plus 34''

Minus 3/4" plus l/2"

Minus U2" plus 318"

Minus 2" plus 1 U2

Minus 1 l/Z" plus 1"

Minus 1" plus 34"

Sieve Analysis, Finer n a n Sieve (%) 2 112"

2"

1 1/21'

1"

314'

112"

318"

x4

x200

BALLAST GRADING

lMREsuLls

9.9

2.4

21.9

2.83

0.58

0.19

92.8

98.8

96.1

95.4

2.10

2.05

2.25

lW.0

100.0

88.9

39.8

19.2

9.3

6.6

3.2

0.5

4.5

SPECIFICATIONS

45 mx.

9 ma%

65 max.

2 6 0 min.

0.5 max.

1.0 max.

90

90

90

90

90

100

90-100

60-80

15-35

0-5

0-3

0-2


CLIENT: CP RAIL SAMPLERECEIVED: 92/08/20

PROJECT NO-. CG161.1 UICATION: ASHCROFT, B.C.

CAL SAMPLE NO: I5236 TRACK CLASSIFICATION: Main Line CWR

CLIENT SAMPLE N O BLK ASH 92-3 BALLASTGRADING. 4.5

Shape Factor

Loo Angeles Abrasion Loss (%) 85 45 IMX.

Mill Abrasion Loss (%) 1.6 9 max.

Abrasion No. 16.5 65 max.

S p d i c Gravity 2.86 260 min

Absorbtion (%) 0.32 0.5 max.

Magnesium Sulphate Soundness Loss (%) 0.05 1.0 max.

Fractured Faces (%) Minus 2"plus 1 1/T 90

Minus 1 112" plus 1" 89.2 90

Minus 1" plus 34" 91.9 90

Minus 314" plus UT' 90

Minus U2" plus 3/8" 90

Minus 2" plus 1112

Minus 1 UP plus 1"

Minus 1" plus 34"

Sieve Analysis, Finer Than Sieve (a) 2 U2"

2"

1 112"

1"

314"

112"

318"

#4

#ZOO

1.92

2.39

100.0

100.0

lOO.0

47.6

23.0

11.5

8.4

4.5

0.5

100

90-100

60-80

15-35

0-5

0-3

0-2


SUMMARY OF BALL4ST TES T RESULTS

C L I E a CP RAIL SAMPLERECEIVED: 92/08/24

PROJECT NO.: CG161.1 LOCATION: ASHCROR, B.C.

CAL SAMPLE NO.: L5240 TRACK CLASSIFICATION: Main Line CWR

CLIENT SAMPLE N O BLK ASH 92-4 BALLAST GRADING 4.5

Los Angela Abrasio.1 Loss (%)


Abrasion No.

Specific Gravity

Absorbtion (%)


Fractured Faces (%) Minus 2" plus 1112"

Minus 1 112" plus 1"

Minus 1" plus W4"

Minus 314" plus 11T'

Minus Y2" plus 3/8"

Shape Factor MinusTplus 1112

Minus 1 112" plus 1'

Minus 1" plus 3/4"

Sieve Analysis, Finer Than Sieve (%) 2 112"

2"

1 1/20,

1"

314"

112"

318"

t 4

#ZOO

10.4

0.8

14.4

2.70

0.17

0.11

100.0

96.0

2.02

2.07

100.0

lW.0

99.4

62.8

26.2

10.7

6.8

3.0

0.3

45 mx.

9 mx.

65 ma%

260 min.

0.5 max.

1.0 max.

90

90

90

90

90

100

90-100

60-80

15-35

0-5

0-3

0-2

CURON ASSOCIATES LTD.

C? CLIENT: CPRAIL SAMPLERE- 92/03/04

PROJECT NO.: CG161.1 LOCATION: ASHCROFT, B.C.

CAL SAMPLE NO.: L5254 TRACK CLASSIFICATION Main Line CWR

CLIENT SAMPLE N O ASH 924-cures BALLAST GRADING: 4.5

Shape Factor

Los Angel- Abrasion Loss (%I


Abrasion No.

Specific Gravity

Absorbtion (96)


Fractured Faces (%) Minus 2" plus 1 UT'

Minus 1 U2" plus 1"

Minus 1" plus 3/4"

Minus 314" plus UT'

Minus U2* plus 318"

Minus 2" plua 1 U2

Minus 1 U2" plus 1"

Minus 1" plus 34"


2"

1 112"

1"

314"

112m

318"

x4

#ZOO

8.1

2.3

19.6

2.86

0.30

0.07

lOO.0

lOO.0

1OOa

57.0

17.8

5.8

3.5

1.9

0.4

45 mx.

9max.

65 ma%

260 min

0.5 max.

1.0 max.

90

90

90

90

90

100

90-100

60-80

15-35

0-5

0-3

0-2


SUMMA RY OF BALLAST TES T RESUETS

CLIENT: CP RAIL SAMPLERECXVED 92/09/04

PROJEXT NO.: CG161.1 LOCATION: ASHCROFI', B.C.

CAL SAMPLE NO.: L5w TRACK CLASSIFICATION Main Line CWR

CLIENT SAMPLE NO. ASH 928cores BALLAST GRADING 4.5

TEST TESTRESULTS ,WECIFICATIONS

Los Angeles Abrasion Loss (%)

Mill Abrasion Loss (%I

Abrasion No.

Specific Gravity

Absorbtion (%)


Fractured Faces (%) Minus 2" plus 1 U2"

Minus 1 U2" plus 1"

Minus 1" plus 3/4"

Minus 3/4" plus U2"

Minus ll2" plus 318"

Minus 2" plus 1112

Minus 1 UP plus 1"

Minus 1" plus 34"


Shape Factor

2"

1 112"

1"

314'

112"

318"

x4

#ZOO

8.7

2.4

20.7

2.85

0.43

0.15

100.0

100.0

100.0

62.7

20.7

7.3

4.7

2.5

0.7

45 max.

9 max.

65 knax.

260 min.

0.5 max.

1.0 max.

90

90

90

90

90

100

90-100

60-80

15-35

0-5

0-3

0-2


SUMMARY OF BALLAST TEST RESULTS

CLIENT: CP RAIL SAMmERECEEIVED: 9?/@3/04

PROJECT NO.: CG161.1 LOCATION: ASHCROFT. B.C.

CAL SAMPLE NO.: I5251 TRACK CLASSIFICATION Main Line CWR

CLIENT SAMPLE NO: ASH 92-12-cores BALLAST GRADING: 4.5

rn - SPEC IF I CA TI ONS

Shape Factor

Los Angeles Abrasion Lass (46)


Abrasion No.

Specific Gravity

Absorbtion (%)

Magnesium Sulphate Soundness Loss (96)

Fractured Faces (%) Minus 2"plus 1 UT

Minus 1 U T plus 1"

Minus 1" plus 3/4"

Minus 314" plus 112"

Minus 1/2" plus 318"

Minus T'plus 1112

Minus 1 112" plus 1"

Minus 1" plus 34"

Sieve Analysis, Finer Than Sieve (95) 2 U2"

2"

1 112'

1"

314"

112"

318"

14

1200

7.3

2.6

20.2

2.79

0.25

0.17

1w.o 1w.o 1w.o 54.2

18.6

5.8

3.6

1.8

0.4

45 max.

9 max.

65 max.

260 min.

0.5 max.

1.0 max.

90

90

90

90

90

100

90-100

60-80

15-35

0-5

0-3

0-2

CUFlON ASSOCIATES LTD.

Appendix E

Thin Section Analysis

tshcroft Project Appendix E Poqe I

THIN SECTION ANALYSIS

Thin sections were made from 23 core samples and 8 surface hand samples to aid in the identification of rock types and the presence and degree of alteration.

This thin section was produced from a sample collected from 18.38 to 18.49 m in drill hole ASH92-1.

Ex!aamE

Quartz Diorite

MINERAT,OGY

Plagioclase Feldspar Quartz Hornblende Pyroxene Magnetite Granophyre Chlorite Apatite

55% 15% 15% 5% 3.5% 2.3% 2.3% <1%

TEXT[JRE

The rock is primarily medium grained, massive and homogenous. Quartz occurs as tine grained anhedral crystals that are intergranular with the larger plagioclase and mafic minerals. The feldspar and mafic minerals are predominantly subhedral although a few euhedral crystals were observed.

ALTERATION

The plagioclase crystals exhibit a moderate degree of saussuritization. The chlorite observed in the sample is due to the alteration of hornblende.

(IOMMENT

The fine grained interstitial nature of the quartz should not affect the toughness of this material which is estimated to be very high. Hardness, estimated to be high, will be reduced in a minor degree due to the presence of chlorite and the altered nature of the plagioclase. The small percentage of chlorite should not cause excess tine production.

Ashcrnft Project Appendix E Doae 2


Thi s thin section was produced from a sample collected from 107.40 to 107.50 m in drill hole ASH92- 1.

IicmuW3 Altered Diorite

MINERALOGY

Plagioclase Feldspar Epidote Chlorite Calcite Hornblende Magnetite

30% 30% 30% 10% 1% 1%

TEXTURE

The rock is primarily medium grained, massive and homogenous. The feldspar is predominantly subhedral and forms an interlocking mesh. The epidote occurs as poikilitic crystals within the plagioclase grains.

ALTERATION

The plagioclase crystals exhibit a moderate to extensive degree of saussuritization. The epidote and calcite have primarily been introduced into this rock and are replacing the pre-existing plagioclase and hornblende although a minor component may be from total saussurtization of plagioclase crystals. The chlorite content is due to the almost total alteration of hornblende.

COMMENT

Hardness of this material is estimated t o be low to moderate due to the presence of large amounts of chlorite and calcite as well as the altered nature of the plagioclase. Toughness is expected to be moderate as the interlocking nature of the plagioclase crystals is resistant t o impact stresses. The large percentage of chlorite may cause excess fine production. Calcite, and to a lesser degree, chlorite are susceptible to wettinddrying, freezdthaw and chemical weathering processes.

kshcraft Project Appendix E Paje 3



l3xxmeE Rhyolite clasts in a trachyte matrix

MINERALOGY

Clasts Quartz Pyroxene Alkaline Feldspar

Matrix Alkaline Feldspar Epidote Quartz Calcite

70% 20% 10%

50% 35% 10% 5%

3YAxTmE

The rock consists of round to sub-round clasts of rhyolite in a matrix of trachyte. The rhyolite possesses an aphanitic-cryptocrystalline grain size and a mosaic texture, The trachyte matrix is aphanitic-microcrystalline in grain size. Epidote occurs as subhedral crystals while the alkaline feldspar and quartz are anhedral and very lobate.

ALTF,RATION

The rhyolite clast do not exhibit any alteration. The alkaline feldspar in the trachyte possesses a very minor degree of alteration. The epidote is interpreted to have been introduced into the rock.

COMMENT

Hardness of this material as a whole is estimated to be very high due to the unaltered nature of both rocks. Toughness is expected to be moderate to high as the interlocking lobate texture of the feldspar and quartz in the trachyte tend s to be resistant to impact stresses.

M c r o f t Project Appendix E Page 4


This thin section was produced from a sample collected from 23.62 t o 23.69 m in drill hole ASIf92-2.

Diorite

Plagioclase Feldspar Actinolite Pyroxene Quartz Epidote Magnetite

65% 20% 10% 3-5% 2.3%

1%

9xxTKRE

The rock is fine to medium grained, massive and homogenous. Plagioclase crystals are subhedral in habit, while the pyroxene crystals range from anhedral to subhedral. These minerals form an interlocking mesh. Quartz occurs as tine grains infilling void spaces in the crystal mesh.

ALTERATION

The plagioclase crystals exhibit a moderate to extensive degree of saussuritization, particularly in the centre of large crystals. The pyroxenes have been extensively altered to a form of actinolite (uralite).

COMMENT

Hardness of this material is estimated to be high. Alteration may reduce the hardness in a minor degree although actinolite possesses a hardness on Mohs scale of 5-6. Toughness is expected to be high due to the interlocking texture of the grains.

Ashcroft Project ,$pendh E Page 5


65% 15% 15% 5%


F L Q a r E E

Andesite Dyke

xmmuLmY

Plagioclase Feldspar Hornblende Magnetite Quartz

TEXTURE

The rock is porphyritic with fine grained plagioclase phenocrysts (1% of rock) set in an aphanitic- microcrystalline matrix. The matrix is equigranular with a mosaic texture and possesses no preferred orientation.

ALTERATION

The plagioclase crystals exhibit a minor degree of saussuritization,

COMMENT

Hardness of this material is estimated to be high. Toughness is expected to be moderate due t o the mosaic texture of the grains. Note the high magnetite content which is characteristic of this unit.

Ashcroft Project Appendix E Poqe 6

THIN SECTInN ANALYSIS


Amygdaloidal Basalt

Groundmass Plagioclase Feldspar Chlorite Pyroxene Quartz Magnetite

Amygdules Epidote Quartz Magnetite Biotite

45% 30% 15% 5%

3-5%

75% 20%

5% <3%

The rock consists of round 2-5mm wide amygdules in an aphanitic-microcrystalline groundmass. The amygdules are tilled with medium grained epidote wi th fine grained quartz occurring along the rim. The groundmass is equigranular with a mosaic texture and possesses no preferred orientation.

The plagioclase crystals exhibit a moderate degree of saussuritization. Extensive chloritization of the pyroxenes has occurred.

COMMENT

Hardness and toughness of this material is estimated to be moderate due to the high chlorite content. Chlorite is susceptible to wetting/drying, freeze/thaw and chemical weathering processes and may be a source of fines.

Ashcroft Project jppendix E Page 7


This thin section was produced from a sample collected from 96.71 t o 96.81 m in drill hole ASH92-2.

lImKmm Quartz Syenite

MINERALOGY

Albite Feldspar Granophyre Quartz Chlorite Pyroxene Magnetite

55% 20% 10% 5.7% 5%

1.2%

TEXTIlRE

The rock is medium grained, massive and homogenous. The grains possess a seriate texture along their boundaries (embayments). The pyroxenes tend to occur in discreet crystal accumulations.

ALTERATION

The albite crystals exhibit a minor degree of sericite alteration. moderate alteration into chlorite.

COMMENT

Hardness of this material is estimated to be moderate to high with the chlorite reducing the overall hardness. Toughness is expected to be high due t o the seriate texture of the grains. Chlorite is susceptible to wetting/drying, freezdthaw and chemical weathering processes and may be a source of minor tines.

The pyroxenes have undergone

Ashcrofl Project Appendix E Pope 8

This thin section wa

lKuLlwE

Diorite

MINERALOGY

Plagioclase Feldspar Hornblende Quartz Magnetite


produced from a sample collected from 22.73 1

75% 25% 2.3% 1%

22.86 m in drill hole ASH92-3.

TEXTITRE The rock is medium grained, massive and homogenous. The plagioclase and hornblende occur as euhedral crystals with an interlocking texture. Quartz occurs as tine grained, anhedral crystals occurring in voids in the interlocking crystal mesh.

AI,TERATION

The plagioclase crystals exhibit a minor degree of saussuritic alteration. The hornblende crystals exhibit a very minor degree of alteration in the centre of the crystals.

COMMENT

Hardness of this material is estimated to be high. Toughness is expected to be very high due to the tight interlocking texture of the grains.

Ashcroft Prakct Appendix E Pale 9



llcmumE Quartz Trachyte

MINERALOGY

Feldspar/Ferromagnesian Minerals/Glass 70% Quartz 20% Alkaline Feldspar 5 70 Calcite 3.5% Magnetite 1-2%

TExTLiRE

The rock is porphyritic aphanitic and massive. The alkaline feldspar occurs as medium grained, euhedral crystals comprising 5% of the rock. Quartz occurs as fine grained, anhedral crystals (1% of the rock) and aphanitic-microcrystalline groundmass comprising -20% of the rock. The remainder of the rock is composed of an aphanitic-cryptocrystalline groundmass.

ALTERATION

The alkaline feldspar phenocrysts exhibit an extensive dusty appearance, interpreted to be the onset of sericitic alteration. Although the extremely small grain size does not allow an accurate determination, the presence of muscovite suggests some alteration of groundmass. The calcite has been introduced into the rock.

COMMENT

Hardness of this material is estimated to be moderate to high depending on the extent of alteration in the groundmass. Toughness is expected to be moderate to high as fracture may occur under impact stresses due to the mosaic texture between the quartz grains.

khcrolt Project Appendix E Page 10

THEN SECTION ANALYSIS


ImarnPE


MINERALOGY

Alkaline Feldspar Quartz Pyroxene Sericite Magnetite Chlorite

55% 30% 5% 5%

2.3% 2-3%

TEXTIJRE

The rock consists of medium grained phenocrysts of alkaline feldspar and quartz in a tine grained to aphanitic-microcrystalline groundmass. The alkaline feldspar phenocrysts occur primarily as subhedral crystals which comprise 10% of the rock. Quartz phenocrysts occur as round crystals which comprise 1% of the rock.

ALTERATION

The alkaline feldspar phenocrysts exhibit weak to moderate sericitic alteration. Although the extremely small grain size does not allow an accurate determination, the presence of chlorite suggests some alteration of groundmass.

COMMENT

Hardness of this material is estimated to be moderate to high depending on the extent of alteration in the groundmass. Toughness is expected to be moderate to high as fracture may occur under impact stresses due to the mosaic texture between the quartz grains. Chlorite is susceptible to wetting/drying, freezdthaw and chemical weathering processes and may be a source of minor tines.

Ashcrcft Project Appendix E Page I I



€iQaumx Quartz Feldspar Porphyry

MINERALOGY

Feldspar/Pyroxene/Glass 55% Quartz 40% Chlorite 3-5% Magnetite 1%

TEXTURE

The rock consists of medium grained phenocrysts of alkaline feldspar and quartz in an aphanitic- microcrystalline groundmass. The alkaline feldspar phenocrysts occur primarily as subhedral crystals which comprise 1% of the rock. Quartz phenocrysts occur as round crystals which also comprise 1% of the rock.

ALTERATTON

The alkaline feldspar phenocrysts exhibit weak sericitic alteration. Although the extremely small grain size does not allow an accurate determination, a significant proportion of the groundmass has been altered to sericite and chlorite.

COMMENT

Hardness of this material is estimated to be moderate due to the extent of alteration in the groundmass. Toughness is expected to be moderate to high as fracture may occur under impact stresses due to the mosaic texture between the quartz grains. Chlorite is susceptible to wetting/drying, freezdthaw and chemical weathering processes and may be a source of minor fines.

Ashcroft Project Aqppeodix E Page 12



mxK2xeE Quartz Diorite

MINERALOGY

Plagioclase Feldspar Quartz Hornblende Alkaline Feldspar Magnetite Epidote Apatite Muscovite

60% 15% 15% 5% 3-510 1%

<110 <1%

TEXTLTRE

The rock is medium grained, massive and homogenous. The plagioclase and hornblende occur as euhedral crystals with an interlocking texture. Quartz, alkaline feldspar and magnetite are present as fine grained, anhedral crystals occurring within voids in the interlocking crystal mesh.

ArLEMmx

The plagioclase crystals exhibit a moderate to extensive degree of saussuritization. The alkaline feldspars have undergone minor sericitic alteration. In the centre of a few hornblende crystals relict pyroxenes exist.

COMMENT

Hardness of this material is estimated t o be high t o very high due to the relatively high quartz content. Alteration in the plagioclase may reduce this the overall hardness by a small amount. Toughness is expected to be high to very high as the interlocking texture will resist impact stresses.

Ashcroft Proiecl Appendix E' Page 13



€vxKlwE

Diorite

MINERALOGY

Plagioclase Feldspar Hornblende Pyroxene Quartz Magnetite

70% 20%

8% 1-25? 1-2%

TEXT[JRE

The rock is fine t o medium grained, massive and homogenous. The plagioclase occurs as euhedral crystals. The hornblende and pyroxene occur as subhedral crystals that are bonded in an interlocking texture with the plagioclase. Quartz is present as fine grained, anhedral crystals occurring within voids in the interlocking crystal mesh.

ALTF,RATION

The plagioclase crystals exhibit a moderate degree of saussuritization. The pyroxenes tend to occur within the centre of hornblende crystals and possess an altered appearance.

COMMENT

Hardness of this material is estimated to be high to very high although alteration in the plagioclase may reduce this the overall hardness by a small amount. Toughness is expected to be high to very high as the interlocking texture will resist impact stresses.

Ashcroft Proiect Appendix E Page 14



llQmTx3 Altered Basalt

MINERALOC;Y

Plagioclase Feldspar/Glass 45% Hornblende 25% Calcite 10% Magnetite 10% Pyroxene 5.7% Chlorite 3.5% Quartz 2% as phenocrysts

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The rock consists of fine grained agglomerations of quartz in an aphanitic-microcrystalline groundmass. The groundmass is equigranular with a mosaic texture and possesses no preferred orientation.

ALTERATION

The plagioclase crystals exhibit a minor degree of saussuritization. Chloritization of the hornblende and pyroxenes has occurred. Calcite has been introduced into the rock.

COMMENT

Hardness and toughness of this material is estimated to be moderate due t o the high calcite. and chlorite content. Calcite and to a lesser degree chlorite is susceptible to wetting/drying, freezdthaw and chemical weathering processes. Chlorite may be a source of fines.

Arhcrofl Project Appendix E Page 15



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Andesite Dyke

MrNERALOGY

Plagioclase FeldspadGlass 55.60% Quartz 15% Magnetite 10% Actinolite 575% Epidote 5% Chlorite 3-5% Calcite 2-3%

TEXTLTRE

The rock is porphyritic with fine grained plagioclase phenocrysts (1% of rock) set in an aphanitic- microcrystalline matrix. The matrix is equigranular with a mosaic texture and possesses a weak preferred orientation.

ALTERATION

The plagioclase crystals exhibit a moderate degree of saussuritization. The original mafic minerals have been altered to actinolite and chlorite. Epidote is a product of the saussuritization. Calcite has been introduced.

COMMENT

Hardness of this material is estimated to be moderate to high. Toughness is expected to be moderate due to the mosaic texture of the grains. Calcite, and to a lesser degree chlorite, is susceptible to wetting/drying, freezdthaw and chemical weathering processes. Chlorite may be a source of fines. Note the high magnetite content which is characteristic of this unit.

Ashcroft Project Appendix L Page 16


This thin section was produced from a sample collected from 91.24 to 91.35 m in drill hole ASH92-7. - Intermediate Crystal Tuff

MINERALOGY

Clasts FeldspadFerromagnesian minerals/Glass 80% Magnetite 20%

Matrix Quartz/Feldspar/Ferromagnesian MineraMGlass 80% of rock Phenocrysts Epidote/Quartz/Hornblende/ Alkaline Feldspar 2% of rock

TEXT[TRE

The rock consists of round to sub-round clasts of intermediate composition in an intermediate matrix The clasts and the groundmass possess an aphanitic-cryptocrystalline grain size and a mosaic texture. Fine grained phenocrysts of quartz, hornblende, epidote and alkaline feldspar are scattered throughout the matrix. The alkaline feldspar phenocrysts are euhedral, the quartz hornblende and epidote phenocrysts are subhedral, and the quartz phenocrysts are anhedral.

ALTERATION

The alkaline feldspar phenocrysts exhibit extensive alteration. Although the extremely small grain size does not allow an accurate determination, the appearance of the matrix and clasts suggests some alteration of groundmass.

COMMENT

Hardness of this material as a whole is estimated to be moderate due to the alteration products in the rock Toughness is expected to be moderate to high.

Ashcrolt Project Appendix I Page 17



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Quartz Diorite

MINERALOGY

Plagioclase Feldspar Hornblende Pyroxene Quartz Magnetite

10.75% 10.12% 8-10% 5-710 1.2%

TEXTI7RF,

The rock is fine to medium grained, massive and homogenous. The plagioclase occur as subhedral to euhedral crystals. The hornblende and pyroxene crystals are primarily subhedral and have formed in an interlocking manner with the plagioclase crystals. Quartz is present as tine grained, anhedral crystals occurring within voids in the interlocking crystal mesh.

ALTERATION

The plagioclase crystals exhibit a minor degree of saussuritization. centre of most of the hornblende crystals.

COMMENT

Hardness of this material is estimated to be high to very high due to the lack of any significant alteration. Toughness is expected to be high to very high as the interlocking texture will resist impact stresses.

The pyroxenes occur in the

Ashcrofl Projecl Appendix E Page 18


This thin section was produce

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Diorite

MINERALOGY

Plagioclase Feldspar Hornblende Quartz Magnetite

from a sample collected from 17.08

70% 28% 1-2% 1.2%

7 drill hole ASH92-9.

TEXTURE

The rock is fine to medium grained, massive and homogenous. The plagioclase occurs as euhedral crystals. The hornblende occurs as subhedral crystal that are bonded in an interlocking texture with the plagioclase. Quartz and magnetite are present as fine grained, anhedral crystals occurring within voids in the interlocking crystal mesh.

ALTERATION

"he plagioclase crystals exhibit a moderate degree of saussuritization. crystals exhibit very minor chloritization within the middle of their crystal structure.

COMMENT

Hardness of this material is estimated to be high to very high. Toughness is expected to be high to very high as the interlocking texture will resist impact stresses.

A few of the hornblende

kshcrofl Project Appendix L Page 19


This thin section was produced from a sample collected from 75.48 to 75.60 m in drill hole ASH92-10,

€uxKmFx Diorite

MINERALOC;Y

Plagioclase Feldspar Horn b 1 end e Magnetite

TEXTURE

The rock is fine

60% 35% 3.5%

i, massil crystals. The hornblende occurs as subhe

m iium grair

with the plagioclase. Magnetite in the interlocking crystal mesh.

nd homogenous. The plagioclase occurs as euhedral 1 crystal that are bonded in an interlocking texture

is present as fine grained, anhedral crystals occurring within voids

ALTERATION

The plagioclase crystals exhibit a very extensive degree of saussuritization.

COMMENT Hardness of this material is estimated to be high although the although the extent of saussuritization may reduce the overall hardness. Toughness is expected t o be high to very high as the interlocking texture will resist impact stresses.

Ashcroil Project App5ndix E Pcge 20



€uxxmm Altered Quartz Diorite

MINERALOGY

Plagioclase Feldspar Quartz Chlorite Magnetite & Hematite Epidote

70.80% 7.10% 5-7% 5.7% 3-591,

TEXTURE

The rock is fine to very fine grained, massive and homogenous. The plagioclase occur as thin, subhedral crystals which form an interlocking mesh. Quartz is present as fine grained, anhedral crystals occurring within voids in the interlocking crystal mesh.

aLTERATION

The plagioclase crystals exhibit an extensive degree of saussuritization. The presence of chlorite is due to the total chloritization of the hornblende/pyroxene. Oxidation of some of the magnetite has produced hematite. Epidote content is due to the saussuritization of the plagioclase.

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Hardness of this material is estimated to be moderate to high. The chlorite and degree of saussuritization contributes to the reduction of the overall hardness. Toughness is expected to be high as the interlocking texture will resist impact stresses, Chlorite is susceptible to wetting/drying, freezdthaw and chemical weathering processes. Chlorite may be a source of tines.

Ashcraft Project Appendix E Page 21


This thin section was produced from a sample collected from 93.80 to 93.90 m in drill hole ASH92-11. - Diorite

MINERALOC;Y

Plagioclase Feldspar Hornblende Magnetite Epidote Quartz

65% 20% 5% 5%

<l%

TEXTURE

The rock is fine to medium grained, massive and homogenous. The plagioclase occurs as subhedral crystals. The hornblende occurs as subhedral to euhedral crystals that are bonded in an interlocking texture with the plagioclase. Magnetite and quartz are present as tine grained, anhedral crystals occurring within voids in the interlocking crystal mesh.

The plagioclase crystals exhibit a moderate degree of saussuritization. Epidote occurs as minute inclusions in the plagioclase (product of saussuritization) and grain which have been introduced into the rock.

COMMENT

Hardness of this material is estimated to be high although the although the extent of saussuritization may reduce the overall hardness. Toughness is expected to be high to very high as the interlocking texture will resist impact stresses.

hhcrol l Project Appendix E Page 22

This thin section was ASH92-11.

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Andesite Dyke

MINERALOGY

rod%


i from a sample collected from 60.66 t 60.78 m in drill hole

Feldspar/Hornblende/Glass Quartz Magnetite

60% 20% 20%

TEXTURE

The rock is porphyritic aphanitic with tine grained subhedral quartz phenocrysts (1% of rock) set in an aphanitic-microcrystalline quartz and aphanitic-cryptocrystalline feldspar/hornblende/glass matrix.

ALTERATION

Although the extremely small grain size does not allow an accurate determination, there is likely some alteration of groundmass.

COMMENT

Hardness of this material is estimated to be moderate t o high. moderate due to the mosaic texture of the grains. characteristic of this unit.

Toughness is expected to be Note the high magnetite content which is

kihcroft Project Appendix E Page 23



I i a x E e E

Dacite

MINERALOGY

FeldsparFerromagnesian Minerals/SmectitdGlass 55% Quartz 40% Magnetite 5%

TtExnmE

The rock consists of aphanitic-cryptocrystalline fragments set in an aphanitic-microcrystalline matrix.

ALTERATION

The smectite content is due to alteration of the plagioclase feldspar. Although the extremely small grain size does not allow an accurate determination there is likely some alteration of the ferromagnesian minerals.

COMMENT

Hardness of this material is estimated t o be high due to the high quartz content. Toughness is expected to be moderate due to the mosaic texture of the grains. Smectite and chlorite are susceptible to wetting/drying, freezekhaw and chemical weathering processes as well as being a source of fines.

Ashcroft Project Appendix E Page 24


This thin section was produced from a sample collected from an outcrop west of the gric'.


Quartz Plagioclase Feldspar Chlorite Magnetite

45% groundmass 2-3% phenocrysts 30% groundmass 20% phenocrysts 1%

< 1%

l?ExmEE

The rock consists of medium grained phenocrysts of plagioclase feldspar and quartz in an aphanitic- microcrystalline groundmass. The plagioclase feldspar phenocrysts occur primarily as euhedral crystals with irregular grain boundaries which comprise 20% of the rock. Quartz phenocrysts occur as round crystals which also comprise 2-3% of the rock. The groundmass possesses a mosaic texture due to the high quartz content.

ALTERATION

The plagioclase feldspar phenocrysts exhibit weak saussuritic alteration. Chlorite may be due to the total breakdown of ferromagnesian minerals.

COMMENT

Hardness of this material is estimated to be high to very high due to the high quartz content and the lack of alteration. Toughness is expected to be moderate due to the mosaic texture between the quartz grains.

Ashcroft Project Appendix L Page 25

SAMPLEW

This thin section

XEKTYm

rodr


i from a sample collected from an outcrop east of the grid.


M m E B M D x

Quartz/ FeldsparEerromagnesian MineraldGlass Groundmass 15% Quartz 3-5% phenocrysts Alkaline Feldspar 5 2 0 % phenocrysts Pyroxene 1% phenocrysts

TEXTITRE

The rock consists of medium grained phenocrysts of alkaline feldspar and quartz in an aphanitic- microcrystalline to cryptocrystalline groundmass. The alkaline feldspar phenocrysts occur as euhedral to subhedral crystals which comprise 15-20% of the rock. Quartz phenocrysts occur as round crystals with numerous embayments which comprise 3.5% of the rock.

ALTERATION

The plagioclase feldspar phenocrysts exhibit extensive alteration. Very tine grained micas occur in the groundmass.

COMMENT

Hardness of this material is estimated to be high due to the high quartz content. expected to be moderate due to the mosaic texture between the quartz grains.

Toughness is


THIN SECTION ANALYSIS - This thin section was produced from a sample collected from an outcrop west of the grid.


Quartz Plagioclase Feldspar Chlorite Magnetite Pyroxene Calcite

30% groundmass 2-3% phenocrysts 35% groundmass 25% phenocrysts 3.5% 1.2% 1% 1%

The rock consists of medium grained phenocrysts of plagioclase feldspar and quartz in a fine to very fine grained groundmass. The plagioclase feldspar phenocrysts occur primarily as euhedral crystals with irregular grain boundaries which comprise 25% of the rock. Quartz phenocrysts occur as round crystals which comprise 2.3% of the rock. The groundmass possesses a mosaic texture due to the high quartz content.

ALTERATION

The plagioclase feldspar phenocrysts exhibit very weak pyroxene crystals have been altered t o chlorite.

saussuritic alteration. Most of the

COMMENT

Hardness of this material is estimated to be high to very high due to the high quartz content. Toughness is expected t o be moderate due to the mosaic texture between the quartz grains

Ashcraft Praject Appendix E Page 21


This thin section was produced from a sample collected from an outcrop west of the grid.

Granodiorite

MINERALOGY

Alkaline Feldspar Quartz Plagioclase Feldspar Chlorite Pyroxene Magnetite Epidote

45% 30% 15% 5%

3.4% 1.2% 1.2%

TEXTURE

The rock is fine to medium grained, massive and homogenous. The feldspars occur as slightly larger subhedral crystals. The rock possesses a mosaic type of texture although a few of the quartz grains have large embayments.

ALTERATION

The plagioclase crystals exhibit a extensive degree of saussuritization. Epidote occurs as minute inclusions in the plagioclase (product of saussuritization). Extensive sericitization of the alkaline feldspar and chloritization of the pyroxenes also occur.

COMMENT

Hardness of this material is estimated to be moderate t o high although the although the extent of alteration may reduce the overall hardness. Toughness is expected to be moderate due to the mosaic texture of the rock.



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"his thin section was produced from a sample collected from an outcrop west of the grid.

Granodiorite

Quartz Plagioclase Feldspar Alkaline Feldspar Pyroxene Magnetite Epidote Chlorite

30% 25% 25% 15% 2.3% 1%

<l%

TEXTURE

The rock is medium to coarse grained, massive and homogenous. The feldspars occur as subhedral to euhedral crystals. The pyroxenes occur as subhedral crystals and that are bonded in an interlocking texture with the plagioclase. The texture of the rock as a whole varies from interlocking in zones that are quartz poor, t o mosaic in the quartz rich zones.

ALTERATION

The plagioclase crystals exhibit a extensive degree of saussuritization. Epidote occurs as minute inclusions in the plagioclase (product of saussuritization) and crystals which have been introduced into the rock. Extensive sericitization of the alkaline feldspar and minor chloritization of the pyroxenes also occur.

COMMENT

Hardness of this material is estimated to be moderate to high although the extent of alteration may reduce the overall hardness. Toughness is expected to be moderate to high depending on the amount of quartz.

rlshcraft Project Appendix E Poqe 29


This thin section was produced from a sample collected from an outcrop northwest of the grid

Diorite

MINERALOGY

Plagioclase Feldspar Hornblende Pyroxene Quartz Magnetite Chlorite

50.60% 20% 15% 3-510 3.5% 1-27.5

lxxmEE The rock is fine to medium grained and homogenous. The feldspars occur as subhedral crystals. The pyroxenes and hornblende occur as subhedral crystals that are more stubby than the plagioclase and are bonded in a partial interlocking texture. Quartz and magnetite occur as fine grained minerals which have infilled interstitial voids. The rock as possesses a weak t o moderate grain orientation.

ALTERATION

The plagioclase crystals exhibit a weak degree of saussuritization. The hornblende are undergoing chloritization.

COMMENT

Hardness of this material is estimated to be high although the although the extent of alteration may reduce the overall hardness. Toughness is expected to be high due to the interlocking texture.

khc rc f l Project 4qpendix E Poqe Jo


sAMF!LmY

This thin section was produced from a sample collected from an outcrop north of the grid.

I K a a w E

Quartzite

MINERALOGY

Quartz/SericitelFeldspar Groundmass 55% Quartz 45% Sphene <I%

TEXT[TRE

The rock consists of fine grained, round to sub-round quartz grains (1% of the rock) in a matrix of very fine grained quartz grains and an aphanitic cryptocrystalline mesh of quartz feldspar and sericite. Some of the larger quartz grains have been fractured and sericite occurs within these fractures.

COMMENT

Hardness of this material is estimated to be very high although the although the extent of alteration may reduce the overall hardness. Toughness i s expected to be moderately low due to the lack of bonding between the roundish quartz grains.

lwlcrof l Project Appendix E Poqe 31


sLmFumE

This thin section was produced from a sample collected from an outcrop north of the grid.

Granite

MINERALOGY

Alkaline Feldspar Quartz Hornblende Pyroxene Magnetite Sphene

TEXTURE

50% 45% 5.7%

1% <1% <1%

The rock is porphyritic with medium graine- phenocrysts of quartz (12% of the rock) alkaline feldspar (10% of the rock) and hornblende (3% of the rock) set in a fine grained groundmass. The feldspars occur as subhedral crystals. The rock primarily possesses a mosaic texture.

ALTERATION

Extensive sericitization of the alkaline feldspar has occurred.

COMMENT

Hardness of this material is estimated to be high although the although the extent of alteration may reduce the overall hardness. Toughness is expected to be moderate due to the mosaic texture.

ashcroft project mineral assessment report 1992 …

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