OMIP SUMMARY REPORT DIAMOND DRILLING, STRIPPING, … summary report on the diamond drilling, stripping, block removal and sample cutting and polishing program on the marble deposit

4 411155*8889 63.6018 PARKIN 010

OMIP SUMMARY REPORT

ON THE

DIAMOND DRILLING, STRIPPING, BLOCK REMOVAL

AND

SAMPLE CUTTING AND POLISHING PROGRAMON THE

MARBLE DEPOSIT

OF

JARVIS RESOURCES LTD,

PARKIN TOWNSHIP

SUDBURY MINING DIVISION

ONTARIO

FEBRUARY 8, 1991

SUDBURY, ONTARIO

DAVID W, CONSTABLE

CONSULTING GEOLOGIST

OMIP FILE NO, OM90-174

CONSTABLE CONSULTING INC.

SUMMARYJARVIS RESOURCES LTD, OWNS A 100 PERCENT INTEREST IN

A CONTIGUOUS BLOCK OF EIGHT (8) UNPATENTED, MINING CLAIMS IN

CENTRAL PARKIN TOWNSHIP, THE CLAIMS LIE 25 MILES NORTHEAST OF SUDBURY AND COVER APPROXIMATELY 320 ACRES, ISAAC BURNS METALS

INC, HOLDS A PER TON ROYALTY FROM THE PRODUCTION,THE PROPERTY IS UNDERLAIN BY THE HURONIAN SUPERGROUP

AND EASILY ACCESSIBLE VIA HIGHWAY 545 AND FAIRWEATHER BUSH ROADS,

SPECIFICALLY A BAND OF UNMAPPED ESPANOLA FORMATION LIMESTONE

TRENDS NORTH-SOUTH ACROSS CLAIM S,1136790, THE BED DIPS STEEPLY

EASTWARD AND HIGH HEAT AND PRESSURE HAS RESULTED IN THE LIMESTONE RE-CRYSTALLIZING INTO MARBLE, PROM SEPTEMBER TO OCTOBER 1990

JARVIS COMPLETED DIAMOND DRILL HOLES PT-90-1 TO 6, PROM OCTOBER 27 TO NOVEMBER 20 JARVIS RESOURCES LTD, COMPLETED HOLES PT-90-7 TO 13, INCLUSIVE, THESE HOLES TOTALLED 2765,5 FEET AND CONFIRMED AND DELINEATED A 200-FOOT WIDE MARBLE BAND, THE TARGET AREA WAS STRIPPED AND BLOWN CLEAN USING COMPRESSED AIR. ONCE EXPOSED THE

MARBLE WAS MAPPED IN DETAIL, MARBLE COLOURS VARY FROM LIGHT

GREEN, PINK AND BUFF THROUGH DARK GREEN, GREY, GREY WITH BLACK

BANDS AND WHITE WITH BLACK BANDS,


SELECTED AREAS WERE DRILLED AND BLASTED TO REMOVE BLOCKS, THE BLOCKS WERE TRANSPORTED TO LIVELY, SOME OF THE BLOCKS WERE SENT TO A CUTTING FIRM TO BE CUT AND POLISHED INTO TILES AND SLABS, CORE SAMPLES WERE ALSO SENT OUT FOR PHYSICAL TESTING, UNIAXIAL COMPRESSOR STRENGTHS, ABSORBENCY (POROSITY) AND SPECIFIC GRAVITY WERE ALL WELL ABOVE INDUSTRY STANDARDS,

As A RESULT OF THIS INITIAL WORK JARVIS RESOURCES LTD, HAS PURCHASED FIFTEEN (15) ADDITIONAL CONTIGUOUS/ UNPATENTED MINING CLAIMS, WHICH HOST LENSES OF VARIOUS COLOUR MARBLES, EXPLORATION OF THIS AREA WILL BE NECESSARY IN THE SPRING OF 1991, MEANWHILE, MARKETING OF THE MARBLE WILL ACCELERATE,

(g) CONSTABLE CONSULTING INC.

TINTRODUCTION

FROM EARLY SEPTEMBER, 1990 TO DECEMBER 2 1, 1990

JARVIS RESOURCES LTD, COMPLETED AN EXTENSIVE EXPLORATION PROGRAM

ON A CONTIGUOUS BLOCK OF EIGHT (8) UNPATENTED MINING CLAIMS

SITUATED IN CENTRAL PARKIN TOWNSHIP, INITIAL WORK CONSISTED OF BQ

CORE DIAMOND DRILLING OF HOLES PT~90-1 TO 6, INCLUSIVE, THESE

HOLES WERE ALREADY SUBMITTED FOR ASSESSMENT CREDITS AND SINCE

THEY PRECEDE THE OMIP OCTOBER 24, 1990 DESIGNATION DATE THEY DO

NOT FORM PART OF THIS REPORT, THIS REPORT COVERS DIAMOND DRILLING

OF HOLES PT-90-7 TO 12, INCLUSIVE, FOR A TOTAL OF 2765,5 FEET,

THIS REPORT ALSO COVERS AN EXTENSIVE STRIPPING PROGRAM; DRILLING,

BLASTING AND REMOVAL OF LARGE MARBLE BLOCKS; CUTTING AND

POLISHING OF THESE BLOCKS, PHYSICAL TESTWORK ON THE MARBLE AND

MAPPING OF THE STRIPPED AREAS,

PLANS, SECTIONS AND DRILL LOGS ARE INCLUDED IN THIS

REPORT, AN EXTENSIVE DISPLAY OF SEVERAL HUNDRED CUT AND POLISHED

TILES AND FLOOR SLABS IS ON SHOW AT 106 FIELDING ROAD, LIVELY,

ONTARIO, THESE POLISHED TILES ARE PRESENTLY BEING USED FOR

MARKETING PURPOSES THROUGHOUT THE U,S, AND CANADA,

; CONSTABLE CONSULTING INC.

PROPERTY-DESCRIPTION,-LQCATION-AND-ACCESS

JARVIS RESOURCES LTD, HAS PURCHASED FROM ISAAC BURNS

METALS INC, A 100 PERCENT INTEREST IN A CONTIGUOUS BLOCK OF EIGHT

(8) UNPATENTED MINING CLAIMS SITUATED IN CENTRAL PARKIN TOWNSHIP,

THE CLAIMS ARE SHOWN IN FIGURE l AND MAY BE FURTHER DESCRIBED AS:

CLAIM-NO, SURVEY.DESCRIPTION

5.991549 CON, III LOT 6 N h sw *

5.991550 CON, III LOT 6 N h S E Vi

S,983604 CON, III LOT 6 s fc sw fc

S,994013 CON, II LOT 6 N h NW \

S,985091 CON, II LOT 6 N * N E M

5.1136790 CON, III LOT 6 s h N E *

5.1136791 CON, III LOT 5 s h NW *

5.1136792 CON, III LOT 6 s h S E *

THE CLAIMS COVER ROUGHLY 320 ACRES AND ARE PRESENTLY

IN GOOD STANDING, ISAAC BURNS METALS INC, RETAINS A PER TON

ROYALTY FROM THE PROPERTY,

THE CLAIMS LIE 25,0 MILES NORTHEAST OF SUDBURY AND

10,0 MILES NORTHEAST OF CAPREOL, ACCESS IS VIA THE MOOSE MOUNTAIN

ROAD (HIGHWAY 545) FOR 4,6 MILES AND THEN TURN EAST ON THE

WHISTLE MINE ALL WEATHER BUSH ROAD FOR 5,3 MILES, A FAIRWEATHER

BUSH ROAD THEN PROCEEDS NORTHWARD TOWARD MOWAT CREEK, THIS ROAD

BRANCHES AT THE END OF A SMALL LAKE, TAKING THE NORTHEAST BRANCH

THE BUSH ROAD PROCEEDS h M ILE ONTO THE PROPERTY, DRILL ROADS AND

OLD OVERGROWN LOGGING TRAILS ALLOW ACCESS TO BOTH THE MARBLE SITE

AND THE REST OF THE PROPERTY,

- 2 -


SS**-.vAYJ^"

GEORGIAN BAY

- t . O 10 20 30 40

Location of Property in Ontario

Jarvts Resources Ltd.

Parkin Twp.

Location Plan in Ontario

Detail of Claim's

Date - Feb. 91DETAILED PLAN of CLAIMS

4PROPERTY- PHYSIOGRAPHY-AND-FACILtTlES

TOPOGRAPHY ON THE PROPERTY is TYPICAL OF THE CANADIAN PRECAMBRIAN SHIELD, WOODED HIGHLANDS ARE INTERSPERSED WITH AREAS OF SWAMP AND MUSKEG, THE HILLS ARE ROUNDED AND LOCALLY STEEP; BUT RELIEF SELDOM EXCEEDS 100 FEET, IMMATURE, SECOND-GROWTH, DECIDUOUS TREES COVER THE HIGHLANDS AND INCLUDES POPLAR AND BIRCH, MlNOR REMNANTS OF WHITE AND RED PINES ARE ALSO PRESENT ON THE PROPERTY, THE LOWLANDS ARE WET AND DAMMED BY BEAVERS, ALDERS, SCRUB BRUSH AND VARIOUS GRASSES COVER THE SWAMPY

AREAS,

DRAINAGE is SLUGGISH AND SEASONAL OVER THE PROPERTY, WATER FLOW is FROM NORTHWEST TO SOUTHEAST IN MOWAT CREEK, THEWATER FINALLY FLOWS INTO WANAPITEI LAKE, THICK DEPOSITS OF

GLACIAL TILLS, SANDS AND SILTS COVER THE SUBJECT PROPERTY, THE

SILT HAS A LARGE CLAY CONTENT RESULTING IN A SLIPPERY GUMBO

CONSISTENCY WHEN WET, LOCALLY, WE ENCOUNTERED GLACIAL DEPOSITS UP

TO 15 FEET DEEP COVERING THE MARBLE, THE SOUTHERLY STRIKE OF THE

MARBLE TRACES A SMALL, HANGING VALLEY WHICH DROPS STEEPLY INTO

THE NEARBY CREEK, THE LAST ICE DIRECTION OBSERVED WAS FROM NORTH

TO SOUTH,

OUTCROP is ONLY MODERATELY COMMON AND is CONFINED TOTHE TOPS OF STEEP HILLS OF LORRAINE QUARTZITE OR TO ROCKS EXPOSED

BY THE SMALL, SEASONAL, STREAM VALLEYS,

- 3 -


THE GLACIAL TILLS AND SANDS IN THE GENERAL AREA PROVIDE A GOOD ROAD BUILDING AGGREGATE SUPPLY, THERE IS AN

ADEQUATE SUPPLY OF TIMBER AND WATER PRESENT ON JARVIS* CLAIMS,

HYDRO WOULD HAVE TO COME FROM HIGHWAY 545, 7,5 MILES AWAY, THE INFRASTRUCTURE, HOUSING AND SKILLED MANPOWER IS AVAILABLE IN

CAPREOL OR SUDBURY,


4HISTQRy-QF-PREVIQySÊXPLQRATION

THE GENERAL AREA OF HUTTON AND PARKIN TOWNSHIPS LIES

ON THE NORTHWEST-SOUTHEAST CONTACT BETWEEN ARCHEAN VOLCANICS AND

HURONIAN METASEDIMENTS, THIS CONTACT is AN UNCONFORMITY,

GENERALLY, THE ARCHEAN ROCKS ARE MAFIC TO FELSIC FLOWS, BRECCIAS,

TUFFS AND INTERCALATED METASEDIMENTS WHICH STRIKE N350W AND DIP

STEEPLY, THE HURONIAN ROCKS ARE EXTENSIVELY FOLDED INTO NEARLY

VERTICAL OR STEEP POSITIONS,

WITHIN THE ARCHEAN ASSEMBLAGE IN HUTTON TOWNSHIP ARE

A SERIES OF MAGNATITE, IRON FORMATION LENSES, THEY ARE

INTERBEDDED WITHIN THE FLOWS AND TUFFS OF THE SEQUENCE AND THEY

PINCH AND SWELL ALONG STRIKE, THE IRON FORMATIONS APPEAR TO

OCCUPY SEVERAL DIFFERENT STRATIGRAPHIC HORIZONS, KNOWN SINCE THE

1890'S, THE PROPERTY PRODUCED, SPORATICALLY, FROM 1908 TO 1911;

BUT ITS MAIN PRODUCTION STARTED IN 1959,

PLACER GOLD OCCURS IN THE GRAVELS IN OR NEAR THE

VERMILION RIVER AND WAS DISCOVERED IN 1896, THE GRAVELS HAVE BEEN

THE FOCUS OF NUMEROUS EVALUATION PROGRAMS, WHILE THE GOLD CONTENT

IN PLACES IS IMPRESSIVE IT IS ALSO ERRATIC OVER ANY DISTANCE, THE

GOLD IS FLOUR GOLD AND, GENERALLY, CANNOT BE RECOVERED THROUGH

GRAVITATIONAL METHODS,

STRATABOUND MASSIVE SULFIDE BASE METAL DEPOSITS ARE

ALSO REPORTED IN HUTTON TOWNSHIP, WEST OF THE VERMILLION RlVER,

LIMITED DRILLING TO DATE HAS NOT APPRECIATIVELY EXPANDED THESE

SHOWINGS,

- 5 -

' CONSTABLE CONSULTING INC.

THE OTHER MAIN FEATURE IN THE AREA IS THE QUARTZ

DIORITE BRECCIA OR PARKIN OFFSET, THIS FEATURE TRENDS N300E WITHIN THE HURONIAN SUPERGROUP, THE MILNET MINE OF JONSMITH MINES LIMITED LIES ON THIS OFFSET AND is LOCATED IN LOTS 2 TO 7 IN CONCESSIONS II AND III, FIRST DRILLED IN 1947 AND AGAIN IN 1950-51 THE PROPERTY HOSTED TWO DISTINCT ORE BODIES CAPPED BY ESPANOLA LIMESTONE (MARBLE), PRODUCTION FROM 1952-54 WAS SHIPPED TO THE FALCONBRIDGE NICKEL MINES LIMITED SMELTER,

NUMEROUS SURFACE SHOWINGS OF BASE METALS IN VEINS, OFTEN WITH SIGNIFICANT PRECIOUS METAL VALUES, OCCUR IN BOTH PARKIN AND HUTTON TOWNSHIPS, ONE SUCH PYRITE-CHALCOPYRITE-GALENA- SPHALERITE VEIN SYSTEM OCCURS IN JARVIS* CLAIM S,1136790, THE VEINS OCCUR ON THE WESTERN CONTACT BETWEEN SILICIFIED, BRECCIATED MARBLE AND DIORITIC INTRUSIONS, OLD PITS AND TRENCHES WERE OBSERVED FOR A LENGTH OF 200 FEET AND VEINS OF MASSIVE SULFIDES, WHITE QUARTZ AND CARBONATE WERE NOTED, THE VEINS WERE IRREGULAR AND, IN ADDITION TO TRENDING NORTH-SOUTH ALONG THE CONTACT, THEY ALSO CUT EASTERLY INTO THE MARBLE, THE LATTER VEINS ARE LESS THAN 6 INCHES WIDE, IN ADDITION TO BASE METAL VALUES HIGH GRADE GOLD

ASSAYS WERE REPORTED,THE ESPANOLA LIMESTONE UNIT TRENDS DISCONTINUOUSLY

FROM HUTTON TOWNSHIP, EASTERLY OR SOUTHEASTERLY, ACROSS PARKIN TOWNSHIP, IN PLACES THE UNIT IS TURNED TO MARBLE, H,D, MEYN IN HIS 1970 ODM GEOLOGICAL REPORT 80 ON HUTTON AND PARKIN TOWNSHIPS

- 6 -


4SAMPLED THE LIMESTONE FROM FIVE LOCATIONS, GAO CONTENT VARIED

FROM 29,37o TO 49,47o, MoO FROM 0,6955 TO 17,435; S102 FROM 7, (MX TO

18,7% AND (\L2^ F ROM 1 ,551 T O 4,4755, AT THAT TIME ONLY ONE SAMPLE

MET THE REQUIREMENTS FOR PORTLAND CEMENT, No MENTION WAS MADE OF

DIMENSION STONE POSSIBILITIES,

- 7 -


4RE6IQNAL~ANB-PROPERTY-6EQkQ6Y

MOST OF PARKIN TOWNSHIP is UNDERLAIN BY UNITS OF THE HURONIAN SUPERGROUP WHICH STRIKE NORTHWEST AND DIP STEEPLY OR VERTICALLY, THE SOUTHWEST CORNER OF THE TOWNSHIP IS AN ASSEMBLAGE OF ARCHEAN METAVOLCANICS, THE NORTHWEST-SOUTHEAST TRENDINGCONTACT BETWEEN THE TWO ROCK GROUPS IS A MAJOR UNCONFORMITY, AN

ALGOMAN-AGED GRANITIC COMPLEX INTRUDES THE ARCHEAN METASEDIMENTS IN THE EXTREME SOUTHWESTERN CORNER OF PARKIN TOWNSHIP, THE ARCHEAN ROCKS ARE SCHISTOSE AND THIS SCHISTOSITY TRENDS FROM NORTH-SOUTH TO NORTH-NORTHWEST,

THE FIRST UNIT EXPOSED AT THE BOTTOM OF THE HURONIAN SUPERGROUP is THE MISSISSAGI FORMATION COMPOSED OF QUARTZITES,ARGILLITES AND CONGLOMERATES, ABOVE THE MlSSISSAGI FORMATION ARE

QUARTZITES AND CONGLOMERATES OF THE BRUCE FORMATION, THIS IS

FOLLOWED BY LENSES AND BANDS OF ESPANOLA FORMATION LIMESTONES

WITH MINOR GREYWACKE UNITS, THE QUARTZITES AND CONGLOMERATES OF

THE SERPENT FORMATION is THE LAST UNIT IN THE BRUCE GROUP, THE GOWGANDA FORMATION ARGILLITES, QUARTZITES AND CONGLOMERATES AND QUARTZITES OF THE LORRAINE FORMATION COMPRISE THE COBALT GROUP,

THE ENTIRE SEQUENCE IS INTRUDED BY THE QUARTZ DIABASE AND DIORITE DYKES OF THE OLDER DIABASE INTRUSION, LATER

THE QUARTZ DIORITE BRECCIA OF THE PARKIN OFFSET DYKES OF THE NICKEL IRRUPTIVE CROSS PART OF THE HURONIAN AND ARCHEAN SEQUENCES NEAR THE JONSMITH MlNE, A FINAL PROTEROZOIC OLIVINE DIABASE

- 8 -


INTRUDES HURONIAN SEDIMENTS FROM DEAN LAKE SOUTHEASTWARD FOR 6

MILES BEYOND KOSMERLY LAKE,

LARGE FAULTS CUT AND DISPLACE THE SEQUENCES AND MOVE

LARGE BLOCKS OUT OF SEQUENCE, THE FAULTS TREND NORTHWEST, NORTHEAST AND, LESS FREQUENTLY, WESTWARD, THE FAULTS DO EXHIBIT A

CURVATURE,

THE ARCHEAN METAVOLCANIC SEQUENCE is INTENSELY FOLDED ABOUT A N500W AXIS, AN ? 2 F OLD ABOUT A N300E AXIS IS ALSO

DOCUMENTED, HURONIAN FOLDS ARE MORE OBSCURE BUT MOST OF THIS SEQUENCE IS FOLDED INTO A NEAR VERTICAL ORIENTATION, THE LACK OF

CLEAR MARKER HORIZONS MAKE FOLD DEFINITION DIFFICULT, CLEARLY,

THE MALLEABLE ESPANOLA LIMESTONE HAS BEEN DISTORTED INTO WISPS

AND LENSES BY THE FOLD EPISODE(s),

THE JARVIS PROPERTY HAS A STEEP NORTH-SOUTH VALLEY

WHICH IS THE TOPOGRAPHIC EXPRESSION OF DIFFERENTIAL WEATHERING OF

THE ESPANOLA MARBLE HORIZON, THE MARBLE is BOUNDED, PARTICULARLY

TO THE WEST, BY A WIDE ZONE OF SILICIFIED, MARBLE BRECCIA WITH A

FINE DUSTING OF PYRITE AND OCCASIONAL CHALCOPYRITE BLEBS, THE

WESTERN, BRECCIA CONTACT IS SOMETIMES MARKED BY A 6-INCH TO

3-FOOT WIDE QUARTZ-GALENA-PYRITE-CHALCOPYRITE VEIN, IN PLACES

THIS VEIN AND THE FRACTURES AROUND IT CONTAIN COARSE NATIVE GOLD,

THIS WAS OBSERVED IN HOLES PT-90'5 AND 8,

THE MARBLE UNIT HAS DISTINCT COLOUR CHANGES

THROUGHOUT BUT GENERALLY FROM EAST TO WEST THE COLOURS CHANGE

- 9 -


4FROM LIGHT GREEN TO GREY TO DARK GREEN TO PINK-BUFF TO

BLACK-BANDED GREY AND, FINALLY, BLACK-BANDED WHITE, THE MARBLE IS

FAULTED ACROSS THE STRIKE BETWEEN HOLES PT-90'1 AND PT~90-3, ALSO

A STRIKE FAULT SHOWS UP AS UNIT 6 ON THE COLOURED PLAN, THIS

FAULT PLANE IS 10-20 FEET WIDE, BROWN, SOFT AND WEATHERED, IT

CROSSES THE MARBLE UNIT AT A VERY LOW ANGLE TO THE BEDDING, THE

GREY OR WHITE MARBLE WITH BLACK ARGILLITE BEDS CLEARLY SHOWS

SLUMP FEATURES AND BRECCIATION, ALL THE FRACTURES ARE RE-SEALED

WITH RE-CRYSTALLIZATION AND THE ROCK SHOWS NO PARTICULAR TENDENCY

TO BREAK ALONG OLD FRACTURES, MOSTLY THE ROCK IS FREE OF MAJOR

FRACTURES AND SEVERAL TIMES AN ENTIRE UNBROKEN 10-FOOT LENGTH OF

CORE WAS PULLED FROM THE CORE BARREL,

ONE OTHER FEATURE IS THE VARIATION IN THE MARBLE

UNIT'S WIDTH, HOLES PT-90-5 AND 6 INDICATE THAT THE MARBLE UNIT

NEAR SURFACE HAS AN 80-FOOT WIDTH, BUT HOLE PT-90-10/ DRILLED

UNDER THESE HOLES, INDICATES THE MARBLE UNIT HAS FLARED TO A 180-

FOOT WIDTH AT DEPTH,

To THE SOUTH THE MARBLE UNIT NARROWS BUT CROSSES THE

BUSH ROAD AND ENTERS THE SWAMP, NORTHWARD THE MARBLE UNIT CAN BE

TRACED FOR ONLY 100 FEET WHEN DEEP OVERBURDEN AND LACK OF OUTCROP

COMBINE TO MASK THE TRACE OF THE MARBLE UNIT,

- 10 -

; CONSTABLE CONSULTING INC.

RESULTS-OF-THEa99Q-iXPkORATlON.PROGRAMFROM OCTOBER 27 TO NOVEMBER 20, 1990 JARVIS

RESOURCES LTD, COMPLETED AN EXTENSIVE EXPLORATION PROGRAM CENTERED IN CLAIM S,1136790, THE PROGRAM CONCENTRATED ON AN ESPANOLA LIMESTONE UNIT THAT STRIKES NORTH-SOUTH AND DIPS AT 800 OR MORE TO THE EAST, THE ROCKS WERE UNEXPOSED AND ARE NOT SHOWN

ON ODM MAP 2180,INITIAL WORK CONSISTED OF DIAMOND DRILLING (BQ CORE)

OF HOLES PT-90-1 TO 6, INCLUSIVE, THESE HOLES WERE COMPLETED IN

SEPTEMBER-OCTOBER, 1990 FOR ASSESSMENT PURPOSES AND TO BROADLY DEFINE THE MAIN MARBLE HORIZON, THESE HOLES ARE INCLUDED ON THIS REPORT'S SECTIONS, BUT THEIR LOGS ARE ALREADY A MATTER OF PUBLIC RECORD, ONCE THESE HOLES DELINEATED THE DIMENSIONS OF THE MARBLE BED FURTHER DIAMOND DRILLING OF HOLES PT-90~7 TO 13, INCLUSIVE, WAS PERFORMED, THESE HOLES WERE BASICALLY FILL-IN HOLES EXCEPT FOR HOLE PT-90-10 WHICH DEEPENED THE MARBLE ZONE, A TOTAL OF 2765,5 FEET WAS DRILLED IN THIS PHASE IN SEVENC7) HOLES,

DURING THE SECOND DRILLING PROGRAM THE MARBLE UNIT WAS EXTENSIVELY STRIPPED ALONG 800 FEET AND ACROSS A MAXIMUM OF 265 FEET, REMOVED OVERBURDEN WAS USED TO BUILD UP THE ACCESS ROAD AND MAIN BUSH ROAD, THE OVERBURDEN DEPTH VARIED FROM 2 FEET TO OVER 15 FEET, THE OUTCROP WAS FRESH IN APPEARANCE AND WAS FURTHER CLEANED IN DETAIL BY THE USE OF AIR HOSES AND A COMPRESSOR, THIS MINIMIZED THE RUN-OFF OF SILT COMPARED TO WATER, (REFER TO MAP OF

D,D, HOLES),

- 11 -


tONCE THE OUTCROP AREA WAS CLEANED IT WAS MAPPED IN

DETAIL ACCORDING TO THE COLOUR OF THE MARBLE, THE RESULTING DATA IS SHOWN ON THE COLOURED MAP IN THIS REPORT, SOME OF THE DIAMOND DRILLING HOLES ARE LOCATED ON THE COLOURED PLAN FOR ORIENTATION PURPOSES,

AT THE END OF THIS PHASE A PROGRAM OF DRILLING AND

BLASTING TOOK PLACE FROM SEVERAL SITES (REFER TO D,D, HOLE MAP FOR SITE LOCATIONS), THE OBJECT WAS TO REMOVE AN ASSORTMENT OF MARBLE BLOCKS REPRESENTING ALL THE MARBLE COLOURS, SEVERAL TONS WERE BLASTED FROM EACH SITE, LOADED ON PALLETS OR PLACED ON A

TRAILER OR BOOM TRUCK FOR TRANSPORT TO LIVELY, A TOTAL OF 60 TONS

WERE REMOVED AND SHIPPED, ONE SITE WAS BLASTED BUT THE BLOCKS COULD NOT BE REMOVED DUE TO HIGH WATER LEVELS AND THE POOR

TRACTION,

SOME DIAMOND DRILL CORE WAS SENT TO LAURENTIAN UNIVERSITY'S ENGINEERING DEPARTMENT TO ESTABLISH THE UNIAXIAL

COMPRESSION STRENGTH OF THE MARBLES, APPENDIX A CONTAINS THE RESULTS OF TECHNICAL STUDIES ON THE MARBLE, A SERIES OF 10 SEPARATE COMPRESSION TESTS WERE PERFORMED WITH THE UNIAXIAL

STRENGTHS GROUPED BETWEEN 18,283 AND 22,432 POUNDS PER SQUARE INCH, THE AVERAGE READING WAS 20,007 POUNDS PER SQUARE INCH WITH

A STANDARD DEVIATION OF 1394,2, LATER TWO CORE SAMPLES WERE SENT TO TROW CONSULTING ENGINEERS LTD, TO ESTABLISH POROSITY (ABSORPTION) AND SPECIFIC GRAVITY, ABSORBENCY READINGS OF 0,11

- 12 -

CONSTABLE CONSULTING INC

AND 0,24 WEIGHT PERCENT WERE OBTAINED COMPARED TO A MAXIMUM, ALLOWABLE/ INDUSTRY STANDARD OF 0,75 PERCENT, SPECIFIC GRAVITY READINGS WERE 2,70 AND 2,73, COMPARED TO A MINIMUM INDUSTRY LEVEL OF 2,595 FOR CALCITIC MARBLE,

THE LARGE MARBLE BLOCKS WERE SORTED AND SEVERAL BLOCKS FROM EACH COLOUR WERE MOVED TO KHOURY GRANITE LIMITED OF SUDBURY FOR CUTTING AND POLISHING, THE FINAL SAMPLES' DIMENSIONS VARIED FROM 4" X 6" TO 2' X 3' TILES AND SLABS, THE SAMPLES ARE ON DISPLAY IN LIVELY, ONTARIO OR ARE BEING USED AS MARKETING SAMPLES TO MARBLE BROKERS IN CANADA AND THE UNITED STATES,

COMPLETE SETS OF LOGS AND SECTIONS ARE INCLUDED IN THIS REPORT,

- 13 -


CONCLUSIONS-AMD-RECOMMENDATIONS

JARVIS RESOURCES LTD, HAS LOCATED A HIGH QUALITY

MARBLE IN PARKIN TOWNSHIP, THE 'MARBLE STRIKES NORTH-SOUTH AND

DIPS STEEPLY EASTWARD, THE WIDTH VARIES FROM 70 FEET TO OVER 200

FEET, THE MARBLE UNIT CONTINUES TO A DEPTH OF AT LEAST 400

VERTICAL FEET, COLOURS INCLUDE GREY, GREY WITH BLACK BANDS, BUFF,

LIGHT GREEN, DARK GREEN, WHITE WITH BLACK BANDS AND PINK, ALL THE

MARBLE TESTED HAD VERY GOOD PHYSICAL CHARACTERISTICS WHICH

EXCEEDED THE INDUSTRY STANDARDS,

As A RESULT OF THESE PRELIMINARY TESTS JARVIS

RESOURCES LTD, HAS PURCHASED 15 ADDITIONAL CONTIGUOUS,

UNPATENTED, MINING CLAIMS, WHICH HOST MORE MARBLE BEDS, THESE

BEDS ARE DOMINANTLY DARK GREEN, BROWN AND PINK MARBLES, MORE WORK

MUST BE DONE IN THE SPRING TO ASSESS THESE MARBLES FROM BOTH

TECHNICAL AND AESTHETIC VIEWPOINTS, MARKETING OF THE MARBLE

SAMPLES WILL INTENSIFY; INCLUDING PRODUCTION OF SAMPLE SETS FOR

DISPLAY AT MARBLE DEALERS,

DATED IN SUDBURY, ONTARIO THIS EIGHTH DAY OF FEBRUARY, 1991

R E SBTOf- GttVVUBM I T T E D"" ~—'

CONSULTING GEOLOGIST

- 14 -


APPENDIX-Ai-TECHNJCAL-TEST-RESULTS


November 27**, 1990

Dave Constable Jarvis Resources Ltd. 106 Fielding Road Lively, Ontario

RE: Cutting, preparation and testing of marble rock core specimens in order to obtain their uniaxial compressive strength.

Twelve specimens were cut at right angles and the ends ground flat to */- 0 .001 inches. Ten of the core specimens were cut to a length to diameter ratio in the range of 2.5 to 3.0. The remaining two specimens were prepared for a possible porosity test.

The testing procedure followed was according to ISRM's standard procedure for the testing of rock core specimens under uniaxial compression. The testing was conducted without any problems. Careful consideration was given to L/D ratios and basic rock geology and the possible influence these might have on the test results. No appreciable relation was found between these factors and the rock's strength. The attached table lists the results obtained from the tests. The failure modes of the specimens were within the guidelines of the ISRM testing procedure.

Thus the uniaxial compression strength for the cores tested at 20,000 PSI with a standard deviation of 1395 PSI.is averaged

The remaining specimens, namely numbers eleven and twelve will be returned to you. The failed specimens (numbers one to ten) will also be returned to you in sperate sample bags if you wish.

Sincerely,

Serge Clement

Sampled

###****#*

1

2

3

4

5

6

7

8

9

10

Sample^

***####**

1

2

3

4

5

6

7

8

9

10

Length

(mm)

100.40

99.92

105.60

105.38

99.28

95.14

100.60

98.00

101.58

98.98

Length

( inches )

3.953

3.934

4.157

4.149

3.909

3.746

3.961

3.858

3.999

3.897

Diameter

(mm)

36.30

36.30

36.48

36.48

36.48

36.50

3P.50

36.40

36.38

36.30

Diameter

( inches )

1.429

1.429

1.436

1.436

1.436

1.437

1.437

1 . 433

1.432

1.429

L/D

2.77

2.75

2.89

2.89

2.72

2.61

2.76

2.69

2.79

2.73

L/D

2.766

2.753

2.895

2.889

2.721

2.607

2.756

2.692

2.792

2.727

Area

(mm) 2

1034.91

1034.91

1045.20

1045.20

1045.20

1046.35

1046.35

1040.62

1039.48

1034.91

Area

(inches) 2

1.604

1.604

1.620

1.620

1.620

1.622

1.622

1.613

1.611

1.604

Load at Failure

(KN)

130.50

138.50

154.00

133.00

138.00

140.50

153.50

161.00

153.50

134.50

Load at Failure

(Iba)

29328

31125

34609

29889

31013

31575

34496

36182

34496

30226

Average^

Standard deviation

Axial Stress

(MPa)

126.10

133.83

147.34

127.25

132.03

134.28

146.70

154.72

147.67

129.96

Axial Stress

(PSI)

18283

19403

21363

18450

19143

19469

21270

22432

21410

18843

20007

1394.2

Rock Mechanics

Trow Consulting Engineers Ltd,1074 Webbwood Drive, Sudbury

Ontario, Canada. P3C3B7Telephone: (705)674-9681

Facsimile: (705) 674-8271

S00319R

Jarvis Resources Ltd. 106 Fielding Road Lively, Ontario POM 2EO

ATTENTION: Mr. D. Constable

January 15, 1991

Dear Sirs:

TEST C97TEST METHODS FOR ABSORPTION 2.

BULK SPECIFIC GRAVITY MARBLE BUILDING STONE

The following are the results of the C97 test performed on 2 core

samples of marble submitted to our office. It should be noted that the

samples were undersized, according to ASTM standards. The maximum

allowable absorption is Q.75% by weight. The minimum density requirement

for a calcite marble is 2595 kg/m 3 , and 2800 kg/m 3 for a dolomite marble.

Sample # Absorption - Weight 1 Bulk Specific Gravity

1112

.11

.242.70

2.73

Should you have any questions, please do not hesitate to contactour office.

PK:lstp

Yours very truly,TROW CONSULTING ENGINEERS LTD.

reter Karelse, C.E.T. Sr. Geologist

Dip: 450 Dip*55 0 Lgth- " 390' Lgth -480'

Stripped Area Washed 8 Blasting

Dip s 45* Lgth- - 650'

x = Block Removal Sites

SCALE l" * 20O'

Jarvis Resources Ltd. Parkin Twp.

Plan of O. D- Holes in

Claim 1136790

Scale : l"* 200*

Dwg ' S. B ell

Dote : Feb. 91

— Unit l Light Green Buff

— Unit 2 Grey With Block Beds

Unit 3 Homogenous Grey

Unit 4 Dark Green

Unit 5 pink - Buff 6 00

TUnit 6 Brown Weathered

Fracture ZoneUnit 7 Silicfied Brecciated Veined

Wallrock

PT-9O-5 a r

JARVIS RESOURCES Ltd.

Parkin Township Marble Deposit Nov- 90

PT-90-2 PT-90-l

Dip : 45 0 Lgth -s 107'

Az : 240"

107'

137 M6

MG

LS z Limestone MG = M afic Gneiss

Jarvis Resources Ltd

Parkin Twp.

Section 0. Drill Holes PT-90-1 , PT-90-2

Date: Jan 91 Scale l"* 20*

470i i

PT- 90-3

Dip = 45 0 Lgfh- : 360'

Ar- - 2 20 0

PT-90-13

Dip : 55 0 Lflth- - 470'

Ax- r 220 e

LS

LS

LS s Limestone F s Felsic Intrusive

Jarvis Resources Ltd-

Parkin Twp.

Section D- D- Holes

PT-90-3 , PT-90-13

Date : Jan. 91 Scale l" - 60*

PT- 90-4Dip r 45 e

LOth. = 360'

LS

360'

LS s L imestone F - Felsic Intrusive

Jarvis Resources Ltd.

Parkin Twp.

Section D-D-Hole PT-90-4

Date: Jan. 91 Scale l " ^ 40'

PT-90-6

Dip = 45" Lath = 335'

PT -90-5

Dip s 45* Lgth- = 160'

PT-90-7 PT-90-10Dip - 65 0

Lgth- s 350'Dip r 45"

Lgth. - 660'

GW

335'

GW

660*

Bx

LS F

GW LS

- L imestone- Felsic Intrusive- G reywacke- Brecciated Limestone

Jarvis Resources

Parkin Twp.

Ltd-

Section DO Holes

PT-90-5 , PT-90-6 PT-90-/0

Date- Jan- 91 Scale \ - 60

PT-90-8

Dip = 45* Loth- s 260'

LS

Bx , LS

260'

- ;.--'.-..' •..**;; -.yTkv . -; : - . '.'. •.-.•* -;*.-: •-:,-^: :':-.-.yr-: ;/- :^... ;..- .o.'../.-

LS s Limestone

B x, L S = Breccioted Limestone

Jarvis Resources Ltd.

Parkin Twp.

Section D. D-Hole PT- 90-8

Date : Jan. 91 Scale Is 40

PT-90-9

Bx , LS

Bx,LS

Bx , LS - B recciated Limestone LS s L imestone

Jarvis Resources Ltd-

Parkin Twp.

^Section D-D. Hole PT-90-9

Date* Jan. 91 Scale l" s 40*

PT-90- M

Dip = 45 0- 3 90'

Ar- z 220*

PT-90- 12Dip : 55"

Lgth- - 480'

Az. : 220 0

390'

480

LS - Limestone F s Felsic Intrusive

Jarvis Resources Ltd Parkin Twp-

Section of D- O- Holes

PT-90-11 , PT-90-12

Scale l" = 60' Dote: Feb. 91

LOGGED BY D. CONSTABLE CONSTABLE CONSULTING INC.ft^lf-llVI^

PPOPFRTY

LATITUDE

DEPARTURE

ELEVATION

^••w hTvibk ixKViV^rvLS ——JARVIS RESOURCES LTD. PARKIN TOWNSHIP PROPERTY

BEARING OF HOLE 2200 (Ast.ffi rO

DIP OF HOLE "00

DIP TESTS nil

D.D.H.NO. PT-go-7 PAGE ]/2

STARTED Ort ?7-Qn

COMPLETED fVf ?Q-on

DFPTH 350.0'

-^

T CLA"* No- s -mfiyqnL -"tiir ————— DIRECTION AND DISTANCE PROM

NE. CLAIM POST

FOGFROM

0 0

13.0

243.3

fc ———

TAGETO

i? n

243.3

350.0

DESCRIPTION

nVFRRIIRDFN

ESPANOLA LIMESTONE

Grey, fresh, slightly blocky, soft and well-bedded at 230 to C. A.

Colour is medium-qrey with dark grey beds (15^).

r.nntimiP'; mnrp maîvP hy .^0.0' with l-?0/ irrpgular whitP rarhnnatP

ypiplott: thrnnrjhrmt Nil ciilf irlac rnntipye^^tpj'y r\^r^ grey limestone

through 150.0' but contains more (2-3ft) white calcite veinlets and

more broken in some beds.

By 216.2' limestone is lighter grey.

SHARP WEATHERED OUT CONTACT

'

BRECCIA ZONE

Light to olive green, hard, brecciated limestone.

Flooded with silica and irregular grey carbonate-lined quartz veins (1^).

j SAMPLE1 No.

F 001 FROM

TAGETO

SAMPLELENGTH

-

ASSAYi

-

C*O04

DIAMOND DRILL RECORD LOGGED BYPROPERTY JARVIS RESOURCES LTD. - PARKING TOWNSHIP

LATITUDE.

DEPARTURE

ELEVATION

D. CONSTABLE CONSTABLE CONSULTING INC.

BEARING OF HOLE 2200 (Ast.) X

F DIP OF HOLE -650

•J DIP TESTS nil

STARTED Oct. 27-90

COMPLETED Qc.t- ?q-Qn

DEPTH mn re

-*Z ————

D.D.H.NO. PT-90-7 PAGFJV^CLAIM No. S . 1136790_____

DIRECTION AND DISTANCE FROM

NE. CLAIM. POST

FOCFROM

L* —— '

TAGETO

|

DESCRIPTION

Fine disseminated dusty pyrite throughout (W .

From 243.3-244.0' wuartz vein with *\57o g alena and 37, chalcopyrite

(coarse) .

At 257.0' Quartz vein for 1.5' with chalcopyrite-pyrite and several

flegj^ Qf native gold.

Frnm ^1 fi ?-??1 fi' whit.P harrpn giiart7 vpin —————————————————————————

From 321.6 to end of hole 4 x 1" to 6" wide quartz veins occur.

At end of hole still in silicified brecciated limestone with fine

pyrite.-.

/^^b\AY/%. ^ o\ '

FNO OF HOIF PT-qn-7 TS AT 350.0 FEET ~ y -.\- ————————————————————————————————————————————— i ^ DAVIO^CWfciAsLt v^ j

\^ W^- ^ ^Vx^xVX^Û^x^

j SAMPLENo.

F 00FROM

TAGS

1 TOSAMPLELENGTH

-

'

ASSAY

j

-

DIAMOND DRILL RECORDP^DPFRTY iftDA/Tc Dccnnorrc i TWITCH DADI/

ATITHDF

DEPARTURE

ZLFVATION

BEARING OF HOLE

DIP OF HOLE

DIP TESTS

LOGGED BY D. CONSTABLE CONSTABLE CONSULTING INC. ^

IN TOWNSHIP PROPERTY ————————————————————— —————————

2200 (Ast.)X .

-45

nil

0

STARTED

COMPLETED

DEPTH

Oct. 29-90

Oil. 30-90 ——— "-

?fin n 1

-s

D.D.H.NO. PT-go-s[•tCLAIM No.

-DIRECTION

NE. CLAIM.

5,11

AND

POST

PAGE

36790

DISTANCE

1/2

FROM

FOOTAGEFROM

0.01

20.0

153.7

-to

,. T0 ""-j - UC.iUMr : llui*

20.0

153.7

260.0

OVERBURDEN

ESPANOLA LIMESTONE

Blocky, soft and weathered for top 20 feet to 40.0'. After 40'

limestone is medium, grey with black bands. (20/0. Quite massive,

fresh and contains "\Jo i rreqular white calcite veinlets.

At 91.0' slightly greenish-brown section, blocky and weathered

with white calcite voids.-.

By 134.0' core is lighter grey with minor calcite lined breccia

zones containing traces of pyrite. This continues throuah to 153.7'.

BRECCIA ZONE\,

Black mylonite, massive harder zones with bands, beds and fragments

of light green or buff limestone. Contains traces of pyrite throughout

the rock.

j SAMPLE1 No.

FOOTAGE

FROM i TOSAMPLE LENGTH

ASSAY

i i

1

-

l

-

1

r

DIAMOND DRILL RECORD LO^D BYJARVIS RESOURCES LIMITED - PARKIN TOWNSHIP PROPERTY


1 ATITI1DF

DEPARTURE

F! FVATION

BEARING OF HOLE

DIP OF HOLE

DIP TESTS

2200 (Ast.)V-45 0

nil

STARTED Oct. 29-90

COMPLETED Oct. 30-90

DEPTH ?fin rv

^*11

D.D.H.No.PT-90-8 PAGE 2/2

CLAIM No. S.1136790


NE. CLAIM. POST

FOOTAGEFROM

•fe —————

TO

i

DESCRIPTION

Ry 174 f) 1 most of rork is slightly to olive grppn Iimpstonp 3 broken

by 15% white quartz veins lined also with grey carbonate (earlier)

and containing traces to nil pyrite. Very intensely altered and

injected with a stockwork of veins. Hard rock.

This continues to the hole end.

^ ^

/f/^ ^vAEND OF HOLE PT-90-8 IS AT 260.0 FEET /^ ^x7 ——— 1l;'i ^'ffl^'™ |r I

\ L^--', ^ *i*f^ ~) ^ i\rN-. ^^y^^ jC r- \ " f

^^^

^

SAMPLE No.

FOOTAGEFROM i TO

i

SAMPLE LENGTH

i i t

ASSAY1 i

1

it

.

-

DIAMOND DRILL RECORD LOGGED BY D. CONSTABLE CONSTABLE CONSULTING INC.

PROPERTY

LATITUDE.

DEPARTURE.

ELEVATION .

JARVIS RESOURCES LIMITED——PARKIN TOWNSHIP PROPERTY

BEARING OF HOLE.

DIP OF HOLE __

DIP TESTS ^-^

STARTED. Nov. 1-90

COMPLETED Nnv. 3-90

DEPTH Ifit; t;

D.D.H.NO. PT-90-9 PAGE i/iT CLAIM No. S. 1136790

-DIRECTION AND DISTANCE FROM

NE. CLAIM. POST

FOOTAGEFROM TO

n.o1

15.0

^ ———

iR.n

DESCRIPTION

nVFRBHRDFN

ESPANOLA LIMESTONE

Brown, blocky, soft weathered to 35.8' . Then becomes light green

more massive and contains 3 to 5% secondary white quartz carbonatei 1 veins 1" to 10" wide.

By 74.6' dark patches and beds for 1 foot and by 85.4 dark

brecciated, irregular fragments appear to 87.0'. Past 90'

still dark beds and dark fragments.

At 91.9' a J" wide quartz vein, with coarse pyrite-galena-

chalcoovrite.

From 1?8.4' onwards rock is brecciated and dark grppn tn Mark

with irrpgiilar fragmpnt*; nf white limpstone. Rock i* *H lirif i^ —\

————— hay-H apH rnntainc a -Fi-DO Hiict.ing.nf pyy-ito ————————————————————————— '-^

This continues to 165.5 where it changes to dark, pyritic breccia

to the hole end. END OF HOLE PT-90-9 IS AT

SAMPLE No.

/"

\

FOOTAGEFROM i TO

SAMPLE LENGTH

|

x^!7^^.y X'"

( ~^.r'^^\/

D.AViDAVJfC /^

r^^^ ———

\' ^ ——

Xâ

"^\ ''/x

...J-±i

irÂSLE '. ***L- 2

y^x^l&2X

\———^1

h

ASSAY

1

1

.

1

i

-

i

C"

00

LOGGED BYDIAMOND DRILL RECORDPROPERTY _______JARVIS RESOURCES LTD. - PARKIN TOWNSHIP PROPERTY

LATITUDE ——^————^—^—


DEPARTURE.

ELEVATION .

BEARING OF HOLE.

DIP OF HOLE

DIP TESTS ————

2200 (Ast.) X

-45*

Jflil

STARTED Nov. 4-90

COMPLETgP Nov. 7-90

DEPTH__ 650.0'

D.D.H. No. PT-90-10 PAGE.

T CLAIM No. S. 1136790

1/3


NE. CLAIM. POST

FOOTAGEFROM l TO ' UtiLKI.M .UN

0-0

10.0

* ——

in.n

241.2

OVERBURDEN

GREYWACKE (HURONIAN)

Green-grey, fine to medium-grained, poorly bedded at 32 to C. A.

Contains shadowy limestone fragments and siltstone fragments (sub

rounded). Average hardness and mostlv massive but with blocky sections.

By 109.4 numerous white limestone beds appear (15/0 and ore fractured.

This ends at 123.0' but not completely. About 2ft of core is white

limestone to 150.0' .'

After 150.0' back into featureless green greywacke.

ThP grpywarke is slightly silicified and brecciated with minor ———————— ;

irrpgiilar whit A rarhnnatp vpJnlPt.S. throughout\

^HAPP rONFORMARl F nirr rnwTflrr

SAMPLE Ne.

FOOTAGEFROM 1 TO

SAMPLE i LENGTH

i

1

ASSAYt

-

i

-

2. oo

DIAMOND DRILL RECORDPROPERTY

LATITUDE.

DEPARTURE

ELEVATION

LOGGED BY D. CONSTABLE CONSTABLE CONSULTING ING.

BEARING OF HOLE 2200 (Ast.)

: DIP OF HOLE -450

DIP TESTS nil

STARTED Nov. 4-90

COMPLETED Nov. 7-90

DEPTH fiFn rv

^~-^•^

D.D.H.NO. PT-go-in PAGE.4 CLAIM No. S. 1136790


NE. CLAIM. POST

FOCFROM

?41.?

* ————

TAGEl TO

650.0l

DESCRIPTION

ESPANOLA LIMESTONE

Rnff-grppn, blocky, soft, well bedded at Z20 to C. A. The limestone

also has patches of red (hematite) staining.

At 297.0' small voids in rock lined with dacite crystals.

By 314.0' limestone becomes grey with black bands. The black bands

are folded and fractured. Bedding is at 200 to C. A. Grey limestone is

very hard.-.

From 401.7' to 415.0' is a section of buff to grey, blocky, void-

filled limestone.

After 415.0' back into a darker grey limestone with 30% chlorite-biotite

(argillite) beds." This ends at 433.0'.

j SAMPLENe.

|

F 00FROM

TAGETO

J SAMPLEi LENGTH

ASSAY

i

-

t

PROPERTY

LATITUDE

DEPARTURE

ELEVATION

4MOND DRILL RECORD LOGGED BYJARVIS RESOURCES LTD. - PARKIN TOWNSHIP PROPERTY

BEARING OF HOLE 2200 (Ast.)V

E DIP OF HOLE -450

W DIP TESTS

D CONSTABLE

STARTED

COMPLETED

DEPTH 650


D.D.H.NO. PT-90-io PAGF

Nov. 4-90

uv . i y\j

n-~"""

—— 13/3

*T CLAIM No. S. 11 36790

? ————— DIRECTION AND DISTANCE

NE. CLAIM. POST

FROM

FOOTAGE i ~ - ff.~.~~.,,*.FROM

1

-ft —————

TO UCiLKlr : IIUN

Aftpr d^^ n 1 bark into more homogeneoii?; light grev limestonp

SAMPLE Ne.

Which by 45 Q 6' he"~'W1 S r-hlnr-itir hanHpri anH patr-hy dark., grppn ———

variety of limestone. This ends at 476.0'.

At 492.0' a J" wide quartz-gal ena-pyrite vein.

From 476.0-499.2' grey homogeneous limestone. After 499.2 limestone

becomes light green with secondary quartz-carbonate veins silicification

and minor pyrite

fl-ftpr RAQ 7 t hp rnrk i*; silicified limp'vtonp with flprks of pyrite

and a brecciated texture.

At 631.0' change into more mafic greywacke with bands of grey '

limestone. These two are interbedded to the end of the hole.

END OF HOLE PT-90-10 IS AT 650.0 FEETs

4JAv *l-?r

^̂

FOOTAGEFROM TO

p^T7v"ir^- ——

AVifeA'yfetÂS

^

L ^ F ' ' r-*- ——

SAMPLE LENGTH

i

%-N) -^

tfiABLE Q" ) ^

yA^y

*̂^

)-

ASSAY

1

.

l

i

|

j

1

.

DIAMOND DRILL RECORD LOGGED BYJARVIS RESOURCES LTD. - PARKIN TOWNSHIP PROPERTY


I ATITUDF

DEPARTURE

FI PVATION

BEARING OF HOLE

DIP OF HOLE

DIP TESTS

2200 (Ast.) V

o

nil

STARTED Nov. 11-90

COMPLETED Nov. 13-90

DEPTH ôn rv

/l

D.D.H.NO. PT-gp-n PAGE 1/2CLAIM No. S. 1136790______


NE. CLAIM. POST

FOOFROM

n.n

13.5

•A ———

TAGEi TO

H fi

365.0

DESCRIPTION

nVFRRIIRDFN

ESPANOLA LIMESTONE (HURONIAN)

Starts as a brown, weathered and vuggy variety for 8 feet then changes

into unweathered buff limestone, marbolized. Minor fracturing and

this is mostly healed bv re-crvstallization. By 73.0' the marhlp

hprnmps a mix nf fiO.% white and df)?, huff marblp.

A change into grey marble occurs at 34.0' followed by another change

at 43.7' into pink-buff limestone. Minor argillite (darker) beds are

present. (4-550.

Bedding varies but is at 470 to C. A. at 50.0 feet.

A fault zone consisting of brown weathered and broken marble is

nnt.Pri hptwppn Q4.3-Q7 fi 1 Snmp vugs are present for 7 fppt hpfncp ——————

flnH xffvr\.

A narrow dark green variety of marble begins at 133.7' and ends at

139.3'. This is followed by a grey matrix (60/0 with dark, nearly black

i SAMPLEj N0.

F 00FROM

i

TACETO

SAMPLELENGTH

|

ASSAY

l

i

t

-

1

cr(AJf

DIAMOND DRILL RECORDPROPERTY _______JARVIS RESOURCES LTD. - PARKIN TOWNSHIP PROPERTY

LATITUDE ,^^——^——-———-

LOGGED BY D. CONSTABLE CONSTABLE CONSULTING INC.

DEPARTURE

ELEVATION .


DIP OF HOLE -45 0_____

DIP TESTS ______nil_____

STARTED Nov. 11-90

COMPLETED.__

DEPTH__ ôn n

Nov. 13-90

D.D.H.NO. PT-90-11 PAGE 2/2

CLAIM No. S.1136790


NE. CLAIM.POST

FOOTAGEFROM

1

•j- Q u c. J u ri i r ;i i u if

1

365.0

t ———

390. C

beds (4056).

From 146.4-180.2' light green colour.

Light grey limestone occurs until 207.8' when grey limestone with

dark bands appears. This unit shows signs of brecciation.

Bedding is distinct at 420 to C. A. Dark beds compass 20/& of this rock.

At 256.3 a sudden change occurs into darker grey matrix with black

beds. The limestone/marble is very hard and fractures are conchoidal.

SHARP OUT CONTACT

FELSIC INTRUSION

Slightly reddish, very hard and fine-grained. Fractured and featureless.v

END OF HOLE PT-90-11 IS AT 390.0 FEET

SAMPLE Ne.

FOOTAGE SAMPLEFROM i TO 1 LENGTH

A'"F\?o\

i

ASSAY1

ji i

^tsoc/Y'!^- -— — -

AVi^-jMTWpf S** ^

v/"r i i r-

V^C L -- v.

^N '

rôNSTABLE g

^

*S

.

\

\

\

t

(

-

f\

1 tE

E

DIAMOND DRILLPROPFBTY JARVIS RESOURCES

ATITUnP

3PPARTURE

.LFVATiON

BEA

DIP

DIP

—————————— . ——————————— —*

PFCC^RD LOGGED BY D. CONSTABLE rnw^Tjmi r rnwîn TINE TNC ^

LTD. - PARKIN TOWNSHIP PROPERTY0 TO nn

RING OF HOLE 220 ( Ast-) X STARTED O V-

OF HOLE ~ 55 COMPLETED O V *

TPSTS n il DEPTH 480.0'

D. D. H. No. DT.or

^-

"T CLAIM No.

Z ————— DIRECTION'

NE. CLAIM

).]9 PAGE T/ 3

S. 11 36790

AND DISTANCE FROM

POST

FOCFROM

0.0

10.8

^ —

TAGETO

10.8

467.0

DESCRIPTION

OVERBURDEN

ESPANOLA LIMESTONE

Brown, soft, blocky, and weathered limestone to 18.1 ' then a change

into massive, hard, light grey limestone with minor darker argillaceous

beds. Some of the beds are slumped and folded e.g. at 26.5' and 28.7'.

The dark beds become more prevalent by 52.1' comprising 257o of the rock.

From 78.1 '-90.0' is a brown weathered fault zone. Very vuggy and

blocky rock. Bedding again is evident in the light grey-dark bedded

variety that follows. Bedding is at 260 to C. A.

From 132.1-139.8' is another brown, blocky, broken fault zone.

This followed bv fresh, massive, hard grey limestone with 300̂ black

argillite beds. Some of the beds are displaced by micro fractures.

By 183.0' argillite beds are reduced to only S-10% of the rock. . .

Bedding is still evident at 270 to C. A.

SAMPLENe.

FOOFROM

TAGETO

SAMPLELENGTH

'

1ASSAY

1

-

o-Vu

DIAMOND DRILL RECORDPROPERTY _______JARVIS RESOURCES LTD. - PARKIN TOWNSHIP PROPERTY

LATITUDE ^—-^——————^

LOGGED BY D- CONSTABLE CONSTABLE CONSULTING

DEPARTURE.

ELEVATION .


DIP OF HOLE.

DIP TESTS —

STARTED Nov. 13-90

Nov. 16-90COMPLETED

nil DEPTH. 480.0'

D.D.H.NO. PT-90-12 PAGE 2/3T CLAIM No. S. 1136790

•DIRECTION AND DISTANCE FROM

NE. CLAIM. POST

FOGFROM

1

41 ————

TAGETO DESCRIPTION

At 211.7' to ?16.3' are a series of dark areen. ferro-maa beds.

Rock is nearly gneissic and fragments are included in this gneiss (15%).

At 256.2' a light green, soft, parted and blocky limestone.

At 272.4' a conformable, sharp contact out of green limestone and

back into dark grey limestone with 20^ black beds. Bedding is at

260 to C. A. here.

At 314.1" there is a change into medium-green, soft, blocky limestone

with y/o i rregular, white dacite veinlets throughout. Out of this unit

at 322.5' and into grey limestone with minor black beds ( SIL).

There are vugs from 367.8-377.2'. The vugs are lined with calcite

crystals and tiny marcosite crystals.

By 382.6' the limestone has a dark grey matrix with 307* black beds. . .

SAMPLENo.

F 00FROM

TACETO

SAMPLE' LENGTH

i

i

1

-

t

ASSAY

1

1

i

1

l DIAMOND DRILL RECORD LOGGED BY D. CONSTABLE CONSTABLE CONSULTING INC.

PROPERTY

LATITUDE.

DEPARTURE.

ELEVATION .

JAPVIS PF-SOUPCF-S LTD. ~PAP.KIN TOWNSHIP PRDPFRTY

BEARING OF HOLE.

DIP OF HOLE ——

DIP TESTS ^..^

oo no f n . t , STARTED Nov. 13-90t- L.\J \ rT3T^^^^

-550________ COMPLETED Nnv. 16-90

______ DEPTH ARn n 1____nil

D. D. H. No.PT-90-12

PAGE

CLAIM No. S. 1136790

•DIRECTION AND DISTANCE FROM

NE. CLAIM. POST

FOOFROM

1

467.0

ft ———

TAGETO

480.0

DESCRIPTION

This continues to 452.0' when the black beds disappear and we rpturn

to light grey, featureless limestone, buff in places.

SHARP OUT CONTACT

FELSIC INTRUSION

Hard, light red, massive, fine-qrained - nearly mica, arained rock.

X^M^X/•x/x ~^\*-' \END OF HOLE PT-90-12 IS AT 480.0 FEET j ' Cj ~ L^ _____ J 2A

J Q DAVijh^QffSTABLE g j

Wv ;g)Xîo^X

V

j SAMPLENe.

FOOFROM

TAGE

t TOSAMPLE

1 LENGTH

l

ASSAY

1

-

1PR

LA

DE

EL

DIAMCDPFRTY

TTTUDF.

PARTURE

EVATION

")ND DPII 1 PFfOPH LOGGED BY•SIBILS L/ lv ILL IVCwvlYL* t-ww\j*.i/ ui ——JARVIS RESOURCES LTD. - PARKIN TOWNSHIP PROPERTY


DIP OF HOLE -55 0

DIP TESTS Nil


D.D.H.NO. PT-90-is

STARTED

COMPLETED

DEPTH

Nov.

Nov.

470

17-90

20-90

(V

-^•^

[•t CLAIM No.

DIRECTION

NE. CLAIM

S. 11

AND

POST

PAGE

36790

DISTANCE

?1/3

FROM

FOOTAGE i .......,.^..FROM

n.ni

8.7

ft ———

T0 - u s. i t K i r :i i u 11

fi 7

460.2

nVFRRHRnFN

ESPANOLA LIMESTONE

Weathered, brown and soft for initial 6 feet then into a massive white

and buff mixture (70:30). The rock is fractured and marbilized. It is

also verv hard and fractures conchoidal lv.

Ferro-mag-rich beds occur from 4?. 1-49.3'. Rock is aneissic.

Th-U i c fnllnwpH hy a huff rnlnur in whirh dark bedding appears

at 68.1'. The dark bands comprise 25/k of the rock.

Rock is slightly blocky from 87.3-89.9'.

From 115.8-123.2' is a weathered, brown soft faulted section.

Very vuqav.

A sharp rhangp nrnirp at lfi?.R' into arev limestone with blark beds•x

(20/0. The bedding is irregular and fractured. Traces of pyrite

occur within the dark beds. They are euhedral crystals.

j SAMPLE 1 Ne.

FOOTAGE SAMPLE ASSAYFROM TO LENGTH

1

i i i

|

1i

-

cr yv/tf* O09

LOGGED BY r- rnnicinf IJ-IITI^

PPDPPPTY

i rrrniDF

DEPARTURE

ELEVATION

^••w frvihk rvkV*vxrvKX ~ —— ——JARVIS RESOURCES LTD. - PARKIN TOWNSHIP PROPERTY


DIP OF HOLE -550

DIP TESTS nil

D.D.H.NO. PT-go-is PAGF 2/3STARTED Nov. 17-90


DEPTH d7f) n 1

J--'

xf CLAIM No. S. 11 36790L '"Wr ————— DIRECTION AND DISTANCE FROM

NE. CLAIM POST

FOGFROM

1

ft —————

TAGE! TO DESCRIPTION

At 178.3' another change into slightlv green, soft limestone with

a tendency to display parting along the bedding.

This ends at 217.5' with a change into featureless, grey, harder

limestone. This colour develops dark bedding by 255.9'. This unit

becomes more brecciated and fractured as we approach 275 feet. Grey

to black beds is 85:15.

Bv 336.2' the grev matrix becomes dark and the beds become blacker.

Minor irregular whitp galeite veinlpt-; arp nhsprvpd at35?.l' and

378.6'.-.

By 436.5 matrix fock dominates with dark beds disappearing completely

by 442.4'. This dark qrey marble is featureless, but still very hard

and massive.

By 457.3' limpstnnp hprnmes buff in colour with a pink hup in plares.

SHARP OUT CONTACT

i SAMPLE{ No.

FOO1 FROM

TAGE

TOSAMPLELENGTH

1

.

ASSAY

1

1

| '

f DIAMOND DRILL RECORD LOGGED BY D- CONSTABLEPROPERTY _______ JARVIS RESOURCES LTD. - PARKIN TOWNSHIP PROPERTY ———^——-^

LATITUDE ________________ BEARING OF HOLE 2200 (Ast.T


DEPARTURE.

ELEVATION .

STARTED Nov. 17-90

.DIP OF HOLE

DIP TESTS —


DEPTH A7n IT

D.D.H.NO. PT-90-i3 PAGE 3/3CLAIM No. 5.1136790


NE. CLAIM. POST

F 00FROM

460.2

ft ——

TAGETO

470.0

DESCRIPTION

FELSIC INTRUSIVE

Very hard, fine-grained, featureless, massive and silicified.

Colour is a dull red.

-

,x--rr-^

. —————————————————————————————— ; ————————————— A f —————— ̂ V^\

END OF HOLE PT-90-13 IS AT 470.0 FEET 105 r ^ ^, ...vj^r.. ... ^

v'V y ^J^±^

•^

l SAMPLE1 No.

F 00FROM

TAGETO

SAMPLE1 LENGTH

l

l

ASSAYt 1

-

i 1

Documents

OMIP SUMMARY REPORT DIAMOND DRILLING, STRIPPING, … summary report on the diamond drilling, stripping, block removal and sample cutting and polishing program on the marble deposit