FEASIBILITY STUDY ON THE MARATHON AREA · the Town of Marathon on Highway 17 (Figure 1). Access to...

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42D16SW8136 2.13588 MCCOY 010

2, 13588FEASIBILITY STUDY

ON THE

MARATHON AREA

n. n: c r E v i Df'i': s 1 :* 1990

Mi;!!NG LANDS Si^;U

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*a016SWei38 2.13588 MCCOY 010C

TABLE OF CONTENTS

1. INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l

2. LOCATION A ACCESS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

3. TOPOGRAPHY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

4. PROPERTY HISTORIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

5. GENERAL GEOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

6. FIELD STUDIES

6.1 GROUND RECONNAISSANCE PROGRAM . . . . . . . . . . . . . . . . . . . . . . 9

6.2 AERIAL RECONNAISSANCE PROGRAM . . . . . . . . . . . . . . . . . . . . . . 11

6.3 BULK SAMPLING PROGRAM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12

6.4 DIAMOND DRILLING PROGRAM . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

6.5 GROUND PROBING RADAR PROJECT . . . . . . . . . . . . . . . . . . . . . . . 18

7. LAB INVESTIGATIONS

7.1 ASTM TESTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23

7.2 PETROGRAPHIC ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27

7.3 CHEMICAL ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30

7.4 WEATHERING EVALUATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31

7.5. SAMPLE AND TILE FABRICATION . . . . . . . . . . . . . . -. . . . . . . . . . 32

7.6 MONUMENT FABRICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40

7 . 7 CONTRAST EVALUAT I ONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42

3. MARKET STUDY

8.1 MARKET SURVEY AND EVALUATION . . . . . . . . . . . . . . . . . . . . . . . 43

8.2 TRANSPORTATION STUDY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43

9. EMPLOYMENT FORECASTS AND HOUSING . . . . . . . . . . . . . . . . . . . . . . . . 50

10. RECOMMENDATIONS 8( CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . 52

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TABLE OF FIGURES

FIGURE l - Location Map ................... . . . . . . . . . . . . . . . . 3

FIGURE 2 - Canadian Black # 1 - Claim Map . . . . . . . . . . . . . . . . . . 5

FIGURE 3 - Canadian Black 4*2 - Claim Map . . . . . . . . . . . . . . . . . . 6

FIGURE 4 - Canadian Red - Claim Map . . . . . . . . . . . . . . . . . . . . . . . 8

FIGURE 5 - Ground Probing Radar - Line l - Canadian Red ... 20

FIGURE 6 - Ground Probing Radar - Cross Line - CDN Black .. 21

FIGURE 7 - Ground Probing Radar - Line 9 - Canadian Black . 22

FIGURE 8 - Surface Rights on Canadian Black tti ............ 51

TABLE OF PHOTOGRAPHS

PHOTO l 8* 2 - Canadian Red Test Block Removal ............ 13

PHOTO 3*4 - Canadian Black #1 Test Block Removal ....... 15

PHOTO 5-8 - Canadian Black Chemical Alteration .... 33 fc 34

PHOTO 9 8* 10 - Canadian Red Chemical Alteration ........... 35

PHOTO 11 - 14 - Canadian Black Chemical Alteration onStructural Stone ...................... 36 6 37

PHOTO 15 - Canadian Red - Monument . . . . . . . . . . . . . . . . . . . 41

PHOTO 16 - Canadian Black - Slab for Monument ......... 41

TABLE DF CHARTS

CHART l - Canadian Red - ASTM C97-83 ................... 24

CHART 2 - Canadian Red - ASTM C170-19B5 ................ 24

CHART 3 - Canadian Red - ASTM C99-1985 . . . . . . . . . . . . . . . . . 24

CHART 4 - Canadian Red - ASTM Comparative Analysis ..... 25

CHART 5 - Canadian Black - ASTM C97-83 . . . , . . . . . . . . . . . . . 26

CHART 6 - Canadian Black - ASTM C170-1985 . . . . . . . . .. . . . . 26

CHART 7 - Canadian Black - ASTM C99-1985 . . . . . .... . . . . . . 26iii

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TABLE OF CHARTSf" O. O E

CHART 8 - Canadian Black - ASTM Comparative Analysis ...27

CHART 9 - Canadian Red - Mineralogy . . . . . . . . . . . . . . . . . . . . 28

CHART 10 - Canadian Black - Mineralogy . . . . . . . . . . . . . . . . . . 29

CHART 11 - Whole Rock Analysis - Part "A" . . . . . . . . . . . . . . . 30

CHART 12 - Whole Rock Analysis - Part "B" . . . . . . . . . . . . . . . 30

CHART 13 - Canadian Black - Assays . . . . . . . . . . . . . . . . . . . . . . 31

APPENDIX

APPENDIX I - Diamond Drill Core Logs . . . . . . . . . . . . . . . . . . . 53

APPENDIX II - Busch Marine - Barge Transport ............137

APPENDIX III - Dock Information - Duluth, Mn. ...........140

APPENDIX IV - Stevedoring in Lake Superior ..............144

APPENDIX V - Terms of Sales ............................147

APPENDIX VI - U.S. Customs ..............................149

APPENDIX VII - U.S. Weights fc Limits .....................151

APPENDIX VIII - Canadian Weights 4 Limits .................154

APPENDIX IX - Transportation Rates fc Negotiations .......157

APPENDIX X - Declaration ...............................159

MAP POCKETS

POCKET l - Map 4*1

POCKET 2 - Map 4*2

POCKET 3 -

POCKET 4 -

Map 443A Map 443B

Map 444A Map 444B

- DDH Locations - Canadian Red - Site 441

- DDH Locations - Canadian Red - Site 442- DDH Locations - Canadian Red - Site #3

- DDH Location - Canadian Red - Site 444- DDH Locations - Canadian Black 441- GPR Grid, Test Block Location

- DDH Location - Canadian Black 442- Test Block Location - Canadian Red

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1. INTRODUCTION

On July 15, 1988 a working option agreement, between David F. Petrunka and Cold Spring Granite (Canada) Ltd., was singed for 24 mining claims located in the townships of Pic, McCoy 6 Coldwell. The option agreement covered 24 mining claims located in the townships of Pic, Mccoy b Coldwell, subsequently, after the signing of the July 15 document Cold Spring had an additional 44 claims staked in these areas including 4 claims in O'Neill township.

This project focused on three target areas which will hereby be referred to as: Site l, the Canadian Red Property, located in Coldwell Township, the rock in this group of claims essentially consisted of a fine to medium grained red syenite. Sites 2 St 3, the Canadian Black Properties l St 2 f l ocated in McCoy & Pic Townships and O'Neill A Pic Townships respectively. The rock in this group of claims investigated was essentially composed of fine to medium grained greenish black larvikite.

Cold Spring Granite undertook an extensive evaluation program, which for the sake of clarity is broken down in this report into three categories, Field Studies, Lab Investigations and Market Studies.

The Field Study segment of this project was composed of six segments; a regional ground and aerial reconnaissance program, regional geologic reconnaissance program, a bulk sampling program, a diamond drilling program and a ground probing radar program.

The Lab Investigations segment of this project was composed of ASTM testing, petrographic analysis, chemical analysis, weathering evaluation, sample and monument fabrication, slab polishing and sand blasting - contrast testing.

The Market Study segment of this project composed of a market survey and evaluation, transportation study and monument mock up evaluations.

Based on the results and information obtained from these three evaluation categories Cold Spring Granite is of the opinion that the properties investigated under this project, in the Marathon area, are not viable for a major quarry operation. This report will therefore address these concerns and discuss in depth the results and findings obtained on each of the aforementioned topics.

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2. LOCATION 6 ACCESS

2.1 CANADIAN RED

The Canadian Red Property, consisting of 5 + 28 claims, is located in Coldwell Township, approximately 24 Kms northwest of the Town of Marathon on Highway 17 (Figure 1). Access to the northern claims is very difficult, relief is steep and is compounded by crosscutting ravines and fairly thick bush. There are no developed access roads to the interior of the claims; however, there is one route which is used to gain access to the summit of the mountain. This route, which belongs to Bell Canada, starts from the back side of the mountain, off Highway 17, and steeply winding it's way to the summit, from this point it may be possible to construct a road to the lower target areas. Although theoretically possible this access is difficult and presents numerous problems associated with construction and maintenance, this route is therefore considered not practical or economically feasible. All other potential routes investigated also proved to be extremely difficult, lengthy and presents a formidable task to secure and construct access to potential quarriable areas.

2.2 CANADIAN BLACK #1

The Canadian Black #1 Property, consisting of 19 * li claims, is located in McCoy and Pic Townships, approximately 8 Kms north of the Town of Marathon, west off Highway 17 and east of the rail line (Figure 1). Access to the investigated claims was accomplished by using the Angler Creek Road which cuts diagonally, from Hwy 17 in a southwest - northeast direction, through the northern portion of the claim group.

2.3 CANADIAN BLACK 4*2

The Canadian Black #2 Property, consisting of. 5 claims, is located in O'Neill and Pic Townships, approximately 4 Kms east of the town of Marathon and directly north of Shack Lake. Access to the lower portion of the property, claim TB 1081536, can be achieved by taking the Shack Lake Road, which is located east of Marathon off the north side of Hwy 626, the first dirt road past the hydro electric station (Figure 1).

3. TOPOGRAPHY

3.1 CANADIAN RED PROPERTY

This property can be divided into two sections, north of Hwy 17 which is initially very steep and rugged, once on top of the escarpment the relief is moderate and consists of gradual rising

FIGURE l - L OL'A'l'J UN

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rolling hills to the summit. The upper area is bare to lightly forested. This northern section is dissected by very steep north south trending ravines which further subdivides this section into three major blocks.

The section south of Hwy 17 has relatively low relief, moderately forested, with fairly dense underbrush and some low lying interspersed spruce swamps.

3.2 CANADIAN BLACK ttl

This property can be divided into two sections, the northern claims which are essentially low lying and relatively flat with moderate forest coverage and the southern group of claims which are located on more hilly, rougher and lightly forested terrain.

3.3 CANADIAN BLACK #2

This property can be divided into two sections, the eastern 3 claims which are located on fairly low lying swampy ground and the western 2 claims which are situated on higher, rougher ground. The area is considered to be moderately forested terrain with fairly thick underbrush.

4. PROPERTY HISTORIES

4.1 CANADIAN BLACK ttl PROPERTY

The Canadian Black #1 property has a fairly extensive history of intermittent small scale quarry operations which can be dated back to the late 1880's. The Canadian Pacific Railroad, during this period, extracted stone for the construction of railroad bridges over the Pic and Little Pic Rivers from two quarries in the Marathon Area. The first quarry being some 2000' north of Marathon, formerly Peninsula Station, which was almost adjacent to the CPR tracts on the eastern side and the second some 1200' west of Marathon on the shore line of Lake Superior.

Commercial small scale quarrying operations began in 1927 with Peninsula Granite Quarries Ltd. simutaniously developing two quarry sites. During the fourteen months of operations, 1929 and 193O, 24 car loads of black Augite Syenite and 2 car loads of red syenite were shipped via rail.

In 1931 Peninsula Granite Quarries Ltd. was purchased by the Cold Spring Granite Company, of Cold Spring Minnesota. Immediately after this acquisition Cold Spring opened up a new quarry, in order to eliminate the 180O' haul to the railway, east of the CPR tracks and approximately 3/4 of a mile north of Peninsula Station.

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These workings remained active through 1932 when operations had to be suspended due to the slow down in the economy which created a low demand "for construction materials.

During this time or slightly after another granite operation, by the name of Angler Granites Ltd., extracted stone, from the Angler Creek area, north of Peninsula, from their property which consisted of 11 claims. Small amounts of material were extracted from several workings ranging from red, to brown to a dark black. Due to problems encountered in their quarry operations, activities were suspended some time in late 1932.

The area remained dormant until 1960 when the Lake Superior Stone Syndicate acquired 47 claims in the area which is currently occupied by the Cold Spring claim block. Despite much promotion, this company never went into production, it is speculated that this was essentially due to a lack of financing and/or their inability to secure the necessary markets.

Activity once again picked up in the mid eighties when Noranda Inc. acquired two claim blocks in 1985, the northern property consisting of 9 claims and the southern section consisting of 6 claims. These two claim blocks were held for one year, assessment work consisted of geologic mapping of the two properties.

The area was then acquired by Mr. D. Petrunka, of Thunder Bay, in 1985/6 a total of 19 claims were secured. Various interested parties investigated Mr. Petrunka's claims over the years; however, no real interest ever developed.

In 1988 Cold Spring Granite Company entered into an agreement with Mr. Petrunka which consisted of his 19 claims in the Seeley Lake Area and 5 claims in the Coldwell area. Soon after acquiring the claims in the Seeley Lake Area Cold Spring had an additional 11 claims staked (Figure 2). Over the next three years Cold Spring conducted various forms of work to evaluate the potential of this area for large scale quarry operations.

Other claims were staked to the north and south of Cold Spring's claim block over 1988/89; however, to date no serious in-depth investigations have been undertaken.

4.2 CANADIAN BLACK #2 PROPERTY

With the exception of the claims being staked for Cold Spring Granite in 1988, there has been no activity for dimension stone on this ground in the past (Figure 3).

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4.3 CANADIAN RED

The original five claims were staked by Mr. D. Petrunka in 1985, since this time there has been little activity in the area until the signing of the option agreement in July of 1988 between Mr. Petrunka and Cold Spring Granite, acquired an additional 28 claims, claims optioned from Mr. Petrunka.

After which Cold Spring surrounding the original 5 There has never been a

producing quarry on this block of claims (Figure 4)

5. GENERAL GEOLOGY

The Marathon - Coldwell district is occupied by a group of intrusives which are collectively referred to as the Coldwell Complex. The Complex is essentially composed of syenites which are of the Precambrian age and occupy approximately 100 square miles.

5.1 CANADIAN RED

The Red Hornblende Syenite is a fine to medium grained, equigranular meta-intrusive, with fine to pegmatitic equivalents and slight changes in mineralogy. The major mineral components are feldspar - hematitically stained, hornblende and augite, with minor amounts of magnetite and sulfides - (pyrite ?). Other reported associated minerals include nepheline, olivine, apatite, carbonate, biotite, iron - titanium oxides, and fluorite. The weathered surface of the unit is a pale brownish-red colour.

5.2 BROWN SYENITE

The Brown Augite Syenite is a medium to coarse grained equigranular meta-intrusive with fine grained equivalents and slight changes in mineralogy. The major mineral components include feldspar, augite and hornblende, with minor amounts of magnetite. Other reported associated minerals include nepheline, olivine, apatite, carbonate, biotite, iron - titanium oxides, and fluorite. The weathered surface of the unit is a pale buff-brown colour.

5.3 CANADIAN BLACK ttl fc #2

The Black Augite Syenite (Laurvikite) is a fine to medium grained, equigranular meta-intrusive, with porphyritic and pegmatitic equivalents. The major mineral components are feldspar, augite and hornblende, with minor amounts magnetite.

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Other reported associated minerals include nepheline, olivine, apatite, carbonate, biotite, iron - titanium oxides, and fluorite. The weathered surface of the unite is a pale buff light greenish-brown colour.

6. FIELD STUDIES

6.1 GROUND RECONNAISSANCE PROGRAM

During September of 1988 a Ground Reconnaissance program was conducted over the three properties by William Kelly, project geologist and granite quarry consultants Ed Charles, quarry master and Ken Champagne, quarrier. The objective of this survey was to ascertain the homogeneity of the colour and texture of the stone in each prospect, evaluate the integrity of the deposits, select potential drill hole locations, establish potential access routes, establish control points which would be used in an aerial reconnaissance of the prospects, select areas which could easily facilitate the removal of test blocks and to develop an exploration plan.

6.1.1 Canadian Red Property

The comparison of colour and texture throughout this group of claims was accomplished by packing around a representative sample, obtained from a target area which had been previously identified by representatives of Cold Spring, and visually comparing this specimen to fresh samples obtained from outcrops of exposed stone or from areas which required little stripping. The survey indicated that the stone was reasonably homogeneous and showed only localized areas of imperfections such as pegmatitic zones and slight colour and textural changes.

There was a slight gradational colour change observed, it appeared to start in the eastern section of the claim group, which was rather pinkish, a slight zoning of the feldspar grains and gradually increased in the red colouration as the survey progressed to the western claims. The structure for the most part appeared fairly massive with zones of widely spaced orthogonal jointing, 3 to 5 metres. These zones which exhibited higher potential were marked off and classified as primary targets, diamond drill hole locations were spotted and control points for the aerial survey established.

Due to the rugged terrain and streams, access was extremely difficult and restricted, so it was decided to remove a test block from the southern side of Hwy 17.

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6.1.2 Canadian Black ttl Property

The comparison of colour and texture throughout this group of claims was accomplished by packing around a representative sample, obtained from a target area which had been previously identified by representatives of Cold Spring, and visually comparing this specimen to fresh samples obtained from outcrops of exposed stone or from areas which required little stripping. The results of this survey were quite different form the survey conducted on the Canadian Red. Deep seated weathering obscured the true colour of the rock and made it impossible to ascertain relative competency of the rock. This deep sappy weathering also gave rise to concerns as to the porosity and potential problems resulting from accelerated weathering, samples from below the weathering horizon would have to be obtained. It must be noted that despite the actual unweathered colour of the stone, be it black, brown or red, all surficial weathering resulted in a buff colouration of exposed outcrops.

Textural variations were difficult to establish, again essentially due to the uniform colouration of the weathered surface; however, dramatic textural changes were observed in localized areas, the textures varied from fine grained to pegmatitic within these small exposed areas, an appearance of a textural marble swirl or mixing bowl. These observed dramatic changes gave rise to concern over the uniformity and homogeneity of the rock in this investigated area.

Due to these extreme variations in colour and texture and the difficulty associated with extracting a test block from a flat unopened area it was decided to remove a test block from the northern end of claim 962301, exposure and access was reasonable, texture seemed rather uniform and there was a ledge which could be worked.

6.1.3. Canadian Black #2 Property

Again, the comparison of colour and texture throughout this group of claims was accomplished by packing around a representative sample, obtained from a target area which had been previously identified by representatives of Cold Spring, and visually comparing this specimen to fresh samples obtained from outcrops of exposed stone or from areas which required little stripping. The results of this survey were similar to survey conducted on the Canadian Black #1 Property. Deep seated weathering obscured the true colour of the rock and made it impossible to ascertain relative competency of the rock. This deep sappy weathering also gave rise to concerns as to the porosity and potential problems

resulting from accelerated weathering, samples from below the weathering horizon would have to be obtained. It must be noted

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that despite the actual unweathered colour of the stone, be it black, brown or red, all surficial weathering resulted in a buff colouration.

Textural variations were not as apparent in this survey but they were still present and due to the apparent similarities between the two black properties with respect to colour and texture, and given the limited access to the heart of these claims, no test block was extracted.

6.2 AERIAL RECONNAISSANCE PROGRAM

Two helicopter reconnaissance programs were conducted over the properties, the first over the Canadian Red Property in October of 1988 and the second over all three properties in June of 1989.

6.2.1 First Aerial Reconnaissance Survey

The first survey was conducted, over the Canadian Red Property, in order to obtain a better overall interpretation and impression of the structure, surface fracturing f j ointing, relief and to establish potential drill hole targets and access routes.

Control points were established during the ground reconnaissance program on prominent outcrops prior to the aerial survey. These points were then used for orientation from which potential target areas could be selected and plotted.

This technique proved to be extremely useful and effective in this reconnaissance phase. A good general appreciation of the property was obtained, both potential drill hole targets and access routes were established.

6.2.2 Second Aerial Reconnaissance Survey

The second survey was conducted, over all three properties with the main emphasis being on the two Canadian Black Properties. Again, previously positioned control points were used for orientation and correlation with surface work and observations.

The survey was essentially conducted for the same reasons as previously stated, to obtain a better comprehensive interpretation of the structure, surface fracturing / j ointing, topography and to establish potential drill hole targets and access routes.

A second survey was required over the Canadian Red Property due to the results which were being obtained from the drilling

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program. A review of the drill hole locations was required to try

and establish some correlation between surface and subsurface features from a regional perspective.

This technique proved itself again to be extremely useful and effective in this reconnaissance phase over the two black sites. A good general appreciation of the property was obtained, both potential drill hole targets and access routes were established; however, the second was unsuccessful with respect to the Canadian Red Property. No distinguishable regional features or visible structural trends could be observed which could account for the results which were being obtained in the drilling program.

6.3 BULK SAMPLING PROGRAM

In September of 1988 it was decided by the management of Cold Spring Granite to have their representatives remove test blocks from two properties, the Canadian Red and the Canadian Black #1. These test blocks were extracted and shipped to Cold Spring Minnesota for the purpose of further testing and evaluation.

6.3.1 Canadian Red

Due to the extremely rugged terrain to the north of highway 17 and the unfavorable structure, colour and textural features observed in outcrops south of highway 17, it was decided that a bulk sample would have to be removed from the road side of highway 17. A location in the Neys passing lanes road cut was selected on the bassis of the location displaying massive structural characteristics, good overall representative colour and texture, and facilitated easy access and extraction.

The extraction of this test block was accomplished by using air hammers, a compressor and wedges and feathers, in addition a 65 ton crane was used for the removal and loading of this bulk sample. The block measured, once trimmed and finally loaded, approximately 4.5'X 8.5'X 5.0 feet, some 191.25 cubic feet or 34,425 l bs (Photo l fc 2).

The extracted block appeared to be of good quality stone. The colour, texture appeared to be consistent throughout the sample and it appeared to be free from inclusions, seams or other imperfections which could negatively influence the future tests. The only concern was the fact that this sample was extracted from a road cut and although the block was extracted from a location which appeared to be protected by natural seams there was no way to absolutely insure that there was no structural damage on a microscopic level. This should, if any blast induced microfracturing did exist, be detectable in the petrographic

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PhlOTO J ^ y' CANADIAN RED TEST BLOCK

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analysis and ASTM testing. These topics will be addressed in the appropriate sections.

6.3.2 Canadian Black #1

Due to the massiveness of the stripped areas and extensive weathering of the cap rock it was difficult to locate a site which did not involve an excessive amount of excavation of surface material. A site on the north western boundary of claim TB 962301, map 3 B, was selected on the bassis of access, ease of extraction and apparent uniformity.

The extraction of this test block was accomplished by using air hammers, a compressor and wedges and feathers, in addition a front end loader was used for the removal and loading of this bulk sample. The block measured, once trimmed and finally loaded, approximately 4.5'X 6.5'X 5.0' feet, some 146.25 cubic feet or 26,325 Ibs (Photo 3 & 4).

The extracted block appeared to be of fair quality stone, at least the best that could be expected from this area. The colour, texture appeared to be relatively consistent throughout the sample and the sample appeared to be free from inclusions; however, there were two weathered seams which cut horizontally through the block, if cut properly enough stone could be salvaged to conduct the required tests. It was therefore decided that because of the positioning of these seams and the small degree of weathering associated with these linear imperfections that this block would be adequate and these minor flaws should not negatively influence the future tests.

The depth of weathering encountered during the removal of the test block gave rise to concern over the true depth of weathering in this area. The fact that cap rock, the first 14 + inches, exhibited severe pervasive weathering contributed to the speculation that this weathering phenomena, though not megascopicaly apparent or developed in the freshly extracted sample, was a direct result of the porosity of this rock. There was no way to establish the true depth or extent of this porosity during this phase of testing. In order to decipher if the porosity reduced with depth or was an associated structural feature found throughout the unit. Subsequent examination and testing of core samples would be required to establish the extent of this negative physical property. These properties were examined for and will be discussed further in the appropriate sections of this report.

6.4 DIAMOND DRILLING PROGRAM

In February of 1988 a Diamond Drilling program was commenced by Cold Spring, a total of 43 IAWS, l 5/16", holes were drilled

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PHOTO 3 6; 4CANADIAN BLACK #1 JESI BLOCK

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totaling some 1893.2 feet. The results of this program are

discussed in greater depth in the following sections, for more details refer to the Diamond Drill Logs in appendix I.


The diamond drilling program started in February of 1989, essentially due to the restricted accessibility during the summer months. It took several weeks to establish snowmobile access routes to the drilling locations, which were located and identified during the ground reconnaissance survey and during the ground probing radar survey.

A total of 32 IAWS holes were drilled totaling some 1225.5 feet. Initially only 10 holes were slated for this property; however, the results obtained from the first 5 holes clearly indicated that there was no correlation to be found between any of the holes. Significant differences in texture and colour in addition to the complexity of the geology, mafic intrusions and fracturing, resulted in the necessity to sample on a broader scale and to include several additional locations.

The results of the drilling program on this property demonstrated strong evidence that the deep red colouration, sought after, is an enhancement associated with chemical alteration along fault planes or shear zonec - enriched hydrothermal solutions facilitated the alteration. This alteration along these structural features created an alteration halo of deeper coloured stone - in all cases as the drilling moved away from these prominent structural features the syenite progressively became more pinkish. The potassium feldspar crystals lost the pervasive red colour resulting in a reddish zoning around the individual grains with the interior of the crystals being a light pink. This progressed until potassium crystals completely lost this zoning, the syenite was at this phase a light bland pink. The alteration halo was variable, gradational changes were found to commence anywhere between 5 and 15 feet from the face of the major southwestern cliffs. In addition no correlation with respect to colour, texture or structure was established between any of the holes.

In closing, the rock texture and colour was found to be highly variable and despite the fact that a few holes displayed a fairly good structure the majority of holes drilled indicated moderately dense unpredictable fracturing, jointing and sheeting. In view of these results it was decided to suspend activities on the Canadian Red Property until a complete analysis of all data could be performed. Efforts were then concentrated on the Canadian Black Properties.

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6.4.2 Canadian Black ttl

The diamond drilling program started in May o i 1 989, essentially since the drill hole location had reasonable access during the summer months. Locations were located and identified during the ground reconnaissance survey and during the ground probing radar survey.

A total of 10 IAWS holes were drilled totaling some 566.6 feet. The results obtained from these holes clearly indicated that there was no correlation to be found between any of the holes. Significant differences in texture and colour in addition to the complexity of the geology, mafic intrusions, change in lithology and fracturing, resulted in the necessity to suspend any further work on this property until a complete analysis of all data.

The results of the drilling program on this property demonstrates strong evidence that the investigated area of this property has very dense sheeting, these fracture planes are filled - lined with obsidian, black glassy mineral, the correlation between the diamond drilling and the results from the ground probing will be discussed in that section. In addition to the dense sheeting there appears to be no correlation with respect to colour and texture between any of the drill holes.

In closing the rock texture and colour is highly variable and despite the fact that a few holes displayed a fair structure the majority indicated moderately dense unpredictable fracturing, jointing and sheeting. In view of these results it was decided to suspend activities on the Canadian Black ttl Property and concentrate efforts on the Canadian Black #2 property.

6.4.3 Canadian Black tt2 Property

The diamond drilling program started in June of 1989. The drill hole, CB-li-89, was located at a site which was previously identified during the ground reconnaissance survey.

One IAWS hole was drilled on claim TB 1081536 which totaled some 101.1 feet. The results obtained from this hole clearly indicated that the only correlation between the previous holes drilled, some 4 kms to the north, and CB-11-89 was the poor structural features. Similarities with respect to texture, colour and the complexity of the geology, fracturing, jointing and sheeting resulted in the necessity to suspend any further activity on this property until a complete analysis of all available data was made.

- 17 -


The results of the drilling program on this property demonstrates strong evidence that this property would have very dense sheeting, the correlation between this drill hole and the results obtained from the northern property would tend to suggest that much of this area in the Coldwell Complex is strongly influenced by fairly wide spread zones of dense sheeting.

6.5 GROUND PROBING RADAR PROJECT

ThP MsrathRn PrOlPFt Was used as a pilot project - case study to evaluate the potential benefits and use of ground probing radar technology in the granite industry.

Results of these surveys were inconclusive. The relationship of fracture positioning and placement along with detail data interpretation with respect to the determination of minor continuous and non-continuous fractures are questionable. Data interpretation was difficult - major trends could be identified; however, minor trends, tight fractures and changes in lithology were not distingwishable.

Despite these shortcomings and limitations, some of which may have been caused by the season in which the survey was conducted ie. temperature, deep snow and frequencies used, the fact remains that this was 'the first attempt of predicting the structural integrity for a potential granite quarry using this technology. With this in mind the process did infact give an indication as to the structural integrity on a reconnaissance level . Further modifications and investigations on, data integrity and interpretation, and adaptation of this technology is required in order to establish if this will become an economical useful tool for the granite industry.

The company of Multiview Geoservices Inc. was contracted for this study, equipment used consisted of the Pulse Ekko III ground penetrating radar and a Compaq SLT 2B6 portable computer. The following sections will describe in detail the results obtained and the conclusions reached from the data interpretations on each property .


A ground probing radar survey was conducted in February of 1989 over four lines of a grid from a preselected site on the Canadian Red group of claims, ref map # 1. All data acquired from this site was obtained using 100 MHz antennas, stations were spaced at 20 metre intervals, lines at 5 metres and readings were taken every metre.

- IB -

1 l l l l l l l l l l l l l l l l l l

AB depicted in Figure 5 the data from line l indicates that there are some major reflectors within the first or top 10 metres of this chart. Some trends can be interpreted; however, for the most part, any direct correlation between the true competency of the first 10 metres and the degree of fracturing is impossible based on this data alone. According to John Scaffe, of Multiview Inc., a substantial amount of these reflectors may be attributed to the deep snow which caused a fair bit of bounce back. As a result the first two to five metres is and should be considered non-interpretable. Below the 10 metre horizon, based on the geophysical data, the rock's competency appears to substantially improve.

The Diamond Drilling results tend to disclose notably different conclusions, four holes located in and around the grid, show that the earlier interpretations, made by Multiview Inc., do not correlate with the drill hole information. The structure does not improve with depth and dramatic changes in lithology and structural features were not detected, as well as major sand and clay seams. The only explanation at hand for this contradictory interpretation of data, geophysical versus diamond drill hole, is that the signal was somehow attenuated within the first 10 metres - deep snow coverage could be a factor that caused significant energy losses thereby resulting in a loss of penetrability and distortion of true reflectors.

6.5.2 Canadian Black tt l

A ground probing radar survey was conducted in February of 1989 over ten lines, some 800 metres, and a grid from a preselected site on the Canadian Black ttl group of claims, ref map tt 3B. All principal data acquired from this site was obtained using 100 MHz antennas; 50 MHz antennas were used to collect the cross line data (Figure 6), use of this frequency allowed for greater depth penetration and allowed for a correlation between data taken from a different angle during the interpretation. Stations were spaced at 20 metre intervals, lines at 5 metres and readings were taken every metre.

As depicted in Figure 7 the data from line 9 indicates that there are some major continuous and non-continuous reflectors within the first or top 10 metres of this chart. Some significant major trends, can be identified and interpreted from this data and confirmed with a fairly good correlation between the geophysical data and the diamond drilling data. The density of fracturing observed in the drill core can be directly correlated with the numerous reflectors observed in the radar data. It is hypothesized that this direct association can be directly related to the vitreous black glassy mineral which is found filling and lining the fractures and joints of the core from diamond drill holes CB-07 & 08-89.

- 19 -

15-

as-

I t- Q. Id Q

H pi

FIGURE 5 - 6PR - CANADIAN RED

8 18

0-r

10--

20-

30-

40--

50--

tiD L

L w'

I

h (L lii Q

i u

0T

200--

400--

600--

800--

HH

3

A

3

FIGURE 6 -

- 21

Q

- CANADIAN BLACK

05 UJW

w y

1000 -1-

"r r

fr' ^

r'

lyiiiii ^

m t

iiiililP

jif^ji'i

jfiMiiii

liiifiti

jili! i l! i|rt

! l f

t l li

l!':-

?iiiii

!!! i

i!!i!!;t

!;i!!!;!

|i?'i!i

i(!i!:!i

!!!!!;ii

l:R!'!i

FIGURE 7 -

- 22

CANADIAN BLACK


In addition John Scaffe, of Multiview Inc., has indicated that a substantial number of these reflectors may be in fact considered false reflectors which have been caused by the deep snow. These false reflectors would therefore affect the true resolution or positioning of fractures by distorting true reflectors and masking minor trends. The dead air space which apparently has created this bounce back or ringing effect between the ground surface and the radar antennas, positioned on the surface of the snow, can be blamed for causing a substantial amount of erroneous noise. Despite this, the major trends found in this data strongly suggest that this area is heavily fractured.

Also, the ground probing radar was not able to detect major changes in lithology. This was probably due to a slight change in the dielectric properties of the rock and should have no influence on the overall performance, in relation to the fracture detection capabilities, of this geophysical method.

The Diamond Drilling results obtained from other areas in the Black Properties tend to support the conclusions that the area investigated seems to have pervasive dense sheeting associated throughout this region. This data therefore supports the earlier interpretations made by Multiview Inc.

6.5.3 Conclusion on Ground Probing Radar Surveys

There is no explanation for the conflicting interpretations on the ground probing radar data relating to the structural integrity of each site, why the data collection was more representative of the actual findings of site 4*1, the Canadian Black 4*1 Property, and the data obtained from site 4*2, the Canadian Red Property, was by in large miss leading or false. In view of this it is recommended that further investigations and studies are needed to establish the true capabilities and limitations of this geophysical technique which potentially may have use by the Dimension Stone Industry.

7. LAB INVESTIGATIONS

7.1 ASTM TESTING

Samples for A3TM testing, a total of 42, were prepared by Cold Spring from slabs which were cut from the Canadian Red and Canadian Black 4*1 bulk samples f test blocks. These samples were submitted to the Twin City Testing Corporation, located in St. Paul Minnesota, for testing and evaluation. The following are the results of this study:

- 23 -


7.1.1 Canadian Red

A total of three ASTM tests were performed submitted for the Canadian Red.

on 21 samples

CHART i - ASTM: C97-83 ABSORPTION AND BULK SPECIFIC GRAVITY

Sample Identification Absorption Bulk Specific DensityGravity pcf

9132-19132-29132-2

0.2400.2600.260

2.6602.6582.660

166.0165.9166.0

Average of all 3 0.253 2.659 166.0

CHART 2 - ASTM: C170-19B5 COMPRESSIVE STRENGTH (psi)

Sample Identification Wet Dry

9132-1 13,920 ——-9132-2 20,080 ———9132-3 17,170 ———9132-4 ——— 15,9809132-5 ——— 15,3209132-6 ——— 18,210

Average of all 3 17,060 16,500

CHART 3 - ASTM: C99-1985 MODULUS OF RUPTURE (psi)

Sample Width Thickness Length Span Load Wet DryIdentification In. In. In. In. Lbs.

9132-19132-29132-39132-49132-59132-69132-79132-89132-99132-109132-119132-12

Average of all 6

- 24 -

4.024.033.994.014.034.004.004.054.044.05 4.00 4.O3

2.242.242.242.212.252.222.222.222.232.232.222.24

8.037.937.937.997.998.027.977.978.058.017.997.98

7.007.007.007.007.007.007.007.007.007.0O7.007.00

40793903385932533861386939053912329941T435213608

212020302020174019902060————— --- ———————— — — —

———————————————

208020601720212018801870

199O 1960


7.1.2 Discussion of the Canadian Red ASTM Test Results

As depicted in chart 4 the test results indicate that these samples of Canadian Red, with the exception of the results obtained from the C 170 test, meet the minimum ASTM test requirements. It is speculated that the compressive strength results may not indicate the true strength of this rock. This test is sometimes susceptible to erroneous results essentially due to poor sample preparation - faces not being true, improper loading of specimen and the direction of loading with respect to rift and grain may all conspire to cause a premature failure. In addition there may have been some induced micro fracturing caused by the heavy blasting when the highway was put through ; however, if this were the case then this should have affected the other test results. Further ASTM testing, along with petrographic analysis of samples, is required to establish a true representative value for this rock.

CHART 4 COMPARATIVE ANALYSIS OF ASTM RESULTS WITH CANADIAN RED RESULTS

ASTM

C97C97C170

C99

Test Minimum

Absorption 7.Density Ib/ft3CompressiveStrength psiModulus ofRupture psi

Test Requirements

0.40160

19,000

1,5OO

Results

0.253166

16,500

1,960

Deference

+ 0 .147* 6

- 2,500

* 460


A total of three ASTM tests were performed on 21 samples submitted for the Canadian Black #1.

CHART 5 - ASTM: C97-83 ABSORPTION AND BULK SPECIFIC GRAVITY

Sample Identification Absorption Bulk Specific DensityGravity pcf

9133-1 0.590 2.735 170.79133-2 0.520 2.726 170.19133-2 0.570 2.753 170.8

Average of all 3 0.56O 2.738 170.8

- 25 -

l l l l l l l I l l l l l l l l l l l

CHART 6 - ASTM: C170-1985 COMPRESSIVE STRENGTH (psi)

Sample Identification Wet Dry

9133-1 9133-2 9133-3 9133-4 9133-5 9133-6

Average of all 3ZZ ZZ ZZ ZZ — ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ZZ ST SZ ZZ ZZ SZ ZZ! m

19,73014,74020,790——————— — — —

____- — -— —

24,35019,73016,300

18,420 20,130

CHART 7 -

Sample

ASTM:

WidthIdentification

9133-19133-29133-39133-49133-59133-69133-79133-89133-99133-109133-119133-12

444444444444

In.

.02

.01

.01

.01

.04

.01

.02

.05

.04

.05

.00

.03

C99-1 985 MODULUS OF RUPTURE (psi)

Thickness Length SpanIn.

2.2.2.2.2.2.2.2.2.2.2.2.

161817171615152223232224

877877877777

In.

.00

.99

.98

.02

.98

.92

.00

.88

.89

.95

.95

.95

777777777777

In.

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

LoadLbs.

27202785275626622742 -2926295423242452254123802545

Wet

152015301530148014501660———————————————— — — —

Dry

——————————— -———167012901380143013201410

Average of all 6 1530 1420

7.1.4 Discussion of the Canadian Black 4*1 ASTM Test Results

As depicted.in chart 8 the test results show that specimens obtained from the Canadian Black bulk sample fail two of the ASTM minimum test requirements, C97 and C99. It is speculated that due to the location where the test block was extracted - being a surficial sample, there may have been some induced micro fracturing caused by exfoliation and weathering. The extensive weathering horizon encountered while extracting the test block suggested the rock has a fairly high porosity, this was confirmed by the test results of ASTM C97. This high porosity may also indicate potential competency and premature weathering problems.

- 26 -


The low modulous of rupture suggests a weakness in the grain or crystal structure, confirmation of this microfracturing was obtained in the petrographic analysis of other specimens.

Additional samples should be taken from variable depths and studied. The results should be compared to establish if these physical properties are inherent throughout the rock, also further ASTM testing, along with petrographic analysis of the failed samples, is required to establish a true representative values for this rock.

CHART 8 COMPARATIVE ANALYSIS OF ASTM RESULTS WITH CANADIAN BLACK RESULTS

ASTM Test Minimum Test Requirements Results Difference

C97 Absorption X 0.40 0.560 -0.16 C97 Density Ib/ft3 160 170.8 + 10.6 C170 Compressive

Strength psi 19,000 20,130 * 1 ,130 C99 Modulus of

Rupture psi 1,500 1420 - BO

7.2 PETROGRAPHIC ANALYSIS

Petrographic examinations of samples obtained from the Canadian Red and Canadian Black ttl Properties were performed by Dr. Ivan Watkins of St. Cloud State University, St. Cloud Minnesota. In addition samples obtained from fracture planes in the Canadian Black ttl were sent into the Ministry of Northern Development and Mines for identification. The following are briefs prepared by Dr. Watkins:

7.2.1 Canadian Red

If this were an igneous rock it would be called a syenite because of its composition. However, there are two different potassium feldspars (K-spars) present. One is relatively clear while the other is filled with specs of hematite and other minerals too small to be identified. The poikilitic K-spar was produced in a metamorphic event that included abundant potassium metasomatism, shearing of the country rock, and a flux of oxygen containing water which changed some of the minerals into hematite and other minerals not immediately obvious. The microfractures produced are now healed with quartz, hematite, biotite, and metamorphic K-spar.

- 27 -

l l l l

The amphiboles, mostly hornblende, have many inclusions and fractures. Nearly all show breakage and recrystallization along the edges. The amphiboles were produced in a metamorphic where they grew around other minerals present in the rock. Later they were sheared but nearly all of the microfractures are healed with hematite, biotite and metamorphic K-spar. Some crystals were rolled until they had a nearly round cross section but had

tt microcrystals all along the edges.

Since it is a metamorphic rock it could be called a granofels but

I probably more people would know what the rock is if it were called a meta syenite or just a syenite.

l

l

l

l

l

l

l

l

l

l

l

l

l

Since the microfractures did not allow the epoxy of the thin sections to fill them, they must be filled with the minerals mentioned above and as such should show pretty good strength.

CHART 9 - OBSERVATIONS OF RED CRYSTALLINE ROCK WITH MUCH KSPAR

Mineral 7.

plagioclase feldspar 9biotite mica 2hornblende 12clear potassium feldspar 21magnetite 2metamorphic feldspar 51 zircon, chlorite and othersnot identified 3


If this were an igneous rock it would be called syenite because of its composition. However the pyroxene that remains shows extensive embayment, conversion to amphibole, filled fractures not parallel to the unfilled fractures, and rotation with subsequent recrystallization into other minerals like amphibole and biotite. The amphibole is also sheared with both filled and unfilled fractures. The poikilitic K-spar has abundant inclusions of plagioclase and magnetite. The plagioclase is mostly clear, the crystals are reasonably uniform and show fewer unfilled fractures than any of the other major minerals.

Since it is a metamorphic rock it could be called a granofels but probably more people would know what the rock is if it were called a meta syenite or just a syenite.

- 28 -


There were at least two shearing events, perhaps closely spaced in time but not necessarily so. During the first event there was a flux of water that had little oxygen in it. That allowed the metamorphic changes to take place, like the conversion of pyroxene to amphibole and filling of the fractures with other minerals. The second shear did not have much water fluxing through since the microfractures were not healed. It was difficult to determine if any new minerals had been produced at that time. Since the microfractures did allow the epoxy of the thin sections to fill them, they were not filled with minerals carried by the flux of water. This rock should not show good strength characteristics.

CHART 10 OBSERVATIONS OF A BLACK CRYSTALLINE ROCK WITH MUCH KSPAR

Mineral 7.

plagioclase feldspar 15potassium feldspar 64amphibole 3pyroxene 10magnetite 6 biotite, hematite and othersnot identified 2

The relatively high percentage of pyroxene could be of some concern especially with relationship to accelerated weathering, being that it is less stable than hornblende and it has the potential to be more susceptible to atmospheric decomposition. This, in conjunction with a high LOI, unfilled secondary microfractures and a fairly high absorption suggest that this stone would potentially be more susceptible to accelerated weathering - chemical decomposition.


A sample of a black fine grained mineral, obtained from core samples from Cold Springs' drilling program, was submitted to the Ministry of Northern Development and Mines (MNDM) for identification. The sample was representative of material which seemed to line and fill fracture planes that occurred with great frequency throughout the Canadian Black Property, this will be discussed in further detail in the Diamond Drilling and Ground Probing Radar sections. The following is a transcript of a report received from Chriss Riddle, Chief Analyst and Hugh de Souza, mineralogist of the Ministry of Northern Development and Mines:

- 29 -


One sample was submitted for identification of a black, vitreous mineral .

Optical examination of the mineral showed it to be vitreous, blue-black in colour, and with conchoidal fracture - typical of glassy material. X-ray diffraction analysis confirmed that the mineral was, indeed, glass.

7.3 CHEMICAL ANALYSIS

A chemical (whole rock) analysis was performed by Bondar Clegg 8* Company of Ottawa, Ontario, on seven samples form the Canadian Black #1 Property and one from the Canadian Red Property. The following is a representation of the results obtained:

7.3.1 WHOLE ROCK ANALYSIS

CHART 11 - WHOLE ROCK ANALYSIS, Part "A"

SAMPLENUMBER

CB-10-89CB-10-89CB-08-90CB-07-90CB-02-88CB-05-88CB-07-8BCR-15-90

SAMPLENUMBER

CB-10-89CB-10-89CB-08-90CB-07-90CB-02-8BCB-05-88CB-07-88CR-15-90

ELEMENTUNITS

#11#12#O9#10#O2#06#07#04

CHART 12

ELEMENTUNITS

#11#12#09#10#02#06#07#04

SiOaPCT

51.5054.2058.0066.0058. 2O57.4057.9063.10

- WHOLE

CaOPCT

6.484.422.830.353.473.163.181.01

TiOaPCT

1.090.89O. 670.11O. 770.620.660.37

ROCK

Al Eo,PCT

910141313141317

.09

.40

.80

.50

.80

.10

.90

.80

ANALYSIS,

Fe3PCT

21.17.8.5.

11.10.11.2.

Part

0,

0050249950802062

"B II

MnOPCT

0.540.510.270.220.300.300.310.08

NaaO K*0 P200 LOIPCT

4.335.215.445.065.295.545.486.26

PCT

3.403.5.5.4.5.4.6.

84330378079821

PCT

0.300.280.340.260.180.310.400.38

PCT

0012000O

.10

.85

.35

.03

.59

.57

.54

.54

MgO

0.490.240.350.050.250.170.170.25

TOTALPCT

9898979899989898

.32

.35

.62

.60

.14

.04

.72

.62

- 30 -


7.3.2 ASSAYS

Disseminated sulfides were observed in various sections of the drill core samples obtained from both Canadian Black Properties. In view of this two samples were taken from sections of what appeared to have the highest concentration of sulfides. The following is the assay report from Bondar - Clegg St Company for submitted samples:

CHART 13 - ASSAYS

SAMPLE NUMBER

CB-10-89 # CB-10-89 tt

ELEMENT UNITS

11 12

NiPPM

< 2 < 2

CuPPM

59 12

Ag PPM

1.11.0

Pd PPB

1 1

Pt Au PPB PPB

< 5 1 < 5 1

From these assays it appears that the only showing that had a small kick was obtained from the silver assay, all others appear to be showings just above the detection level.

7.4 WEATHERING EVALUATION

Concerns over the ability of a new source of building stone to withstand harsh atmospheric weathering conditions always deserves consideration. In the case of the Marathon Properties this was of foremast concern, especially for the Black Properties, since the preliminary evaluations indicated that the black syenite appeared to be especially susceptible to chemical alteration and disintegration.

Based on the initial observations of the exposed outcrops with relation to the surficial weathering, which displayed an alteration of a light coloured buff, and the weathered horizon, which displayed interstitial iron staining throughout the first 12 to 18 inches, the concerns over the potential for accelerated weathering on both structural and monumental stock appeared to be justified.

Further investigation provided more evidence towards the possibility of potential weathering problems. The relatively high percentage of pyroxene could be of some concern especially with relationship to accelerated weathering, being that it is less stable than hornblende and it has the potential to be more susceptible to atmospheric decomposition. This, in conjunction with a high LOI, from the whole rock analysis, the unfilled secondary microfractures, obtained from petrographic observations and a fairly high absorption, obtained in the ASTM test, suggest that this black syenite would potentially be more susceptible to accelerated weathering - chemical decomposition.

- 31 -


In order to further substantiate these findings on site examinations of locations which have been noted for using stone from past producing quarries from the Marathon area were visited.

7.4.1 Monuments

Monuments fabricated with stone from the Marathon area can be observed in a central grave yard in the Thunder Bay area. Both red and black examples of this syenite exhibited variable degrees of weathering, with the most severe forms of alteration J kaolinization being exhibited by the black. Interstitial weathering between the feldspar grains is evident in Photos 5 through 8.

Although not as striking, the evidence of chemical alteration was also viewed in monuments made of the red syenite, Photos 9 & 10 are examples of this weathering.

7.4.2 Structural

Structural applications of the red syenite were not found; however, a good example of the use of the black syenite was observed at College and Young Streets in Toronto. The College Park building has the black syenite used as a trimming around the base of this structure. T ne examination of this stone was accomplished by a visual inspection, no samples could be obtained to conduct further analytical work.

Based on the visual inspection of this black syenite it is speculated that the observed weathering is a deep chemical alteration of the plagioclase feldspars and/or pyroxenes and not just surficial blemishing. No association could be established to tie in the weathered features with other extraneous causes, it appeared that the weathered features had no structural association nor did they occur with any predictability or apparent reason. Photos 11 to 14 show the high degree of this chemical alteration.

In conclusion the Canadian Black syenite, investigated in this report, should be regarded as an unstable dimension stone of poor quality which is highly susceptible to rapid chemical alteration.

7.5 SAMPLE AND TILE FABRICATION

Evaluation of a stones workability is critical when investigating a new source of material, in view of this the tests blocks obtained from the Marathon Properties were subjected to all the production stages that normally would be expected.

- 32 -


PI 10 l U b AN AD l AN ULACK

6 - L HL fi i CAL

~ 3 3 -


PHOTO 7 6 BCANADIAN BLACK - CHEMICAL ALTERATION - MONUMENT

l l l l ll l l l l l l l l l l l l l

PHOTO 9 ft 10 CANADIAN RED - CHEMICAL ALTERATION - HONUMEN1

~ 3 5 -

l l l l l l l l l l l l l l l l l l l PHUILI 11 8, 32

CANADIAN BLACK - CHEMICAL ALTERATION - STRUCTURAL

V f 'i

,t^'';*:**.

. f- -i 1 ;/;-*;?- tem ,.PHOTO 13 8( 14

CANADIAN BLACK - CHEMJCAL ALTERATION - STRUCTURAL

- 3 7 -


7.5.1 Wire Sawing

Slabs obtained from t he wire sawing, using a single wire saw, are as follows:

Canadian Black:

First Group: 2 slabs 4'X 6'X l" l slab 4'X 6'X 8" l slab 4'X 6'X 6" l slab 2'X 6'X 6"

Second Group: 4 slabs 4'X 6'X 3/4" l slab 2'X 6'X 6" l slab 4'X 6'X 8" l slab 4'X 6'X 6"

Total produced - 264 sq.ft.

- 48 sq.ft.- 24 sq.ft.- 24 sq.ft.- 12 sq.ft.


Observations ; Due to the absence of quartz this sample was cut with great ease. The samples, cut from the block, held together quite well with few problems during this phase of evaluation.

Canadian Red:

First Group: 2 slabs 4'X 8'X 6'2 slabs 4'X 8'X 8'2 slabs 4'X 8'X l 1l s lab 2'X 6'X 6'


Second Group: 4 slabs 4'X 8'X 3/4" -128 sq.ft. l slab 2'X 6'X 6" - 12 sq.ft.

Total produced - 344 sq.ft.

7.5.2 Polishing

Canadian Black:

A total of 232 sq.ft. were used in the polishing evaluations for this sample.

Observations: Numerous passes were required for the polishing phase to determine the optimum parameters and in order to obtain a reasonable polish. Despite these attempts minor pitting was observed in all processed samples. This was caused by the apparent plucking of the mafic minerals, namely

- 38 -


the pyroxenes and amphiboles. Overall the finished samples accepted a high polish and had a good homogeneous appearance. The colour when polished ia an attractive black-green. Some concern was expressed over the micro-fracturing and iron stained seams which were quite visibleafter polishing. It is, however, speculated that these negative physical characteristics may be aresult of surface weathering.

Canadian Red:

A total of 272 sq.ft. were used in the polishing evaluation for this sample.

Observations: Numerous passes were required for the polishing phase to determine the optimum parameters and in order to obtain a reasonable polish. Despite these attempts minor pitting was observed in all processed samples. This was caused by the apparent plucking of the mafic minerals, namely the amphiboles. Overall the finished samples accepted a high polish and had a good homogeneous appearance. The colour when polished is an attractive orange-red.

7.5.3 Thermal Finishing

Canadian Black:

A total of 32 sq.ft. of the produced 264 sq.ft. were subjected to the thermal finishing phase of this study.

Observations: There were no observed associated problems with this process. The stone reacted well to the thermal finishing, the samples had excellent spalling characteristics.

Canadian Red:



- 39 -


7.5.4 Tile Production

Canadian Black:

A total of 96 sq.ft. of the produced 264 sq.ft. were used in the fabrication of l sq.ft. tiles, a total of 84 tiles were produced from this process. Tile production included the samples being blunted, gauged, and jointed.

Observations: There were no observed associated problems with this process. The black-green colour makes for an exceptionally attractive tile.

Canadian Red:


Observations: There were no observed associated problems with this process. The orange-red colour makes for an exceptionally attractive tile.

7.6 MONUMENT FABRICATION

In order to obtain an appreciation as to the true potential of a stone's possible use in the monumental markets it is necessary to fabricate mock up dies to evaluate the overall esthetic appeal. In conjunction with this it is also necessary to conduct polishing tests and sand blasting tests to evaluate the contrast between the two and also the stones ability to be worked must carefully be examined, ie the ability to maintain crisp edges on lettering or other carvings. The following is a review of work performed on both the red and black.

7.6.1 Canadian Red Die

A 4-0 X 2-06 X 2-0 all polished, serp top, no tapered ends, die with a 5-0 X 6-O X 1-0 all polished base was produced from the bulk sample obtained from the Canadian Red Property, (Photo 15).

From the view point of a monumental stone the colour is very exciting; however, there is concern about how the soft black spots (hornblende) will react to lettering and designs when sandblasted into the surface. Minor complications encountered during these tests bring to question the long term stability of this type of workings. In addition the overall contrast between polished surfaces and sand blasted was considered fair. The absolute definition is somewhat lacking.

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PHOTO 15CANADIAN RED - TEST MONUMENT CANADIAN BLACK - SLAB

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7.6.2 Canadian Black Die

A 4-0 X 2-06 X 2-0 polished 3, flat top, no tapered ends, die with a 5-0 X 6-0 X 1-0 all polished base was produced from the bulk sample obtained from the Canadian Black #1 Property, (Photo 16) .

From the view point of a monumental stone the colour is very exciting; however, there is a substantial amount of microfracturing and pitting which will be detrimental in some applications. Minor complications encountered during the engraving, sandblasting tests bring to question the long-term stability and the ability of this stone to accept detail workings. The overall contrast is fair, there appears to be a lack of a good definition between the polished portions and the sand blasted areas. In view of this one would have to consider this rock to be unfavourable for sand blasting. Further testing would be required to obtain a true representation of the stones workability.

7.7 CONTRAST EVALUATIONS

Canadian Black:

A total of 10 sq.ft. of the produced 264 sq.ft. were used in the contrast evaluations. Designs and lettering were sandblasted into the stone so that the contrast between a polished surface and the carved or rough surface could be assessed.

Observations: The black-green colour makes for anexceptionally attractive monument, however, there was not a distinguishing offset with respect to contrast, the carved or sandblasted areas retained a fairly dark colouration. In view of this the overall appearance of the tested sample was not overly striking.

Canadian Red:

A total of 10 sq.ft. of the produced 344 sq.ft. were used in the contrast evaluations. Designs and lettering were sandblasted into the stone so that the contrast between a polished surface and the carved or rough surface could be assessed.

Observations: The orange-red colour makes for anexceptionally attractive monument, however, there was not a distinguishing offset with

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respect to contrast, the carved or sandblasted areas retained a close association to the colouration of the polished surface. In view of this the overall appearance of the tested sample was not overly striking.

B. MARKET STUDY

B.I MARKET SURVEY AND EVALUATION

A total of 128 granite samples, consisting of 32 red and 32 black polished and 32 red and 32 black thermal finished - all of the dimensions of 06" X 08" X 1/2", were produced for distribution amongst leading architectural firms which deal with Cold Spring Granite. Accompanying the samples was a questioner requesting the firms to respond with their overall impression with regards to the esthetic appeal of the samples, the projected areas of usage and their views on the overall market acceptance of the red and black syenites.

The response received from the participating firms were overwhelming, all expressed that both the red and black syenites were extremely interesting and should make a welcome addition to the granites currently offered by Cold Spring. In view of the favourable responses it was decided by the management to investigate the properties further.

8.2 TRANSPORTATION STUDY

A transportation study was commissioned by Cold Spring Granite to evaluate the various means of transportation which could be utilized to ship rough stock quarried at the Marathon Properties to Cold Spring Granite, located in Cold Spring Minnesota. The study considered four possible avenues to accomplish this, the findings of this report are as follows:

i - Direct Truck from Marathon, Ont. to Cold Spring,Mn. utilizing "B Train" trailer equipment. The advantage of using this type of equipment allows transporting two (2) blocks per truckload from Marathon to Grand Portage, Mn., detaching and transporting one block at a time per train trailer to Cold Spring Mn. Maximum gross weight in Ontario allowed is 140,000 Ibs. on a tandem tractor, 3 axle semi trailer, tandem semi trailer, 8 axles B trains deck equipment. In the State of Minnesota the maximum truckload gross weight is between 42,000 Ibs. to 45,000 Ibs.

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2 - Direct Rail from Marathon, Ont. to Cold Spring, Mn.utilizing gondola type rail cars, maximum payload weight 160,000 l bs.

3 - Rail/Water/Rail - rail from Marathon, Ont. to ThunderBay, Ont. in care of Incan Ships Ltd, rail car ferry to Superior, Wi. C/0 Rail to Cold Spring, Mn.

4 - Water/Truck - Barge from James River Marathon Port to Port of Duluth, Mn., C/0 truck carrier, truckload flat deck, to Cold Spring, Mn. The barge rates are based on the movement of 25OO ton of granite blocks per voyage. Truckload maximum one (1) block 30,000/40,000 Ibs. per truck load.

8.2.1 Direct Truck - Marathon, Ont. to Cold Spring, Mn.

l - Arnold Brothers Transport, Thunder Bay, Ontario Contact: Mr. Bob Rajotte, Tel: (807) 345-9143

*1. 59 U.S. per running mile.Running Miles

Marathon, Ont. to Grand Portage, Mn.@ 2 X 228 miles " 456 miles

Grand Portage, Mn. to Cold Spring, Mn.@ 4 X 305 miles * 1220 miles

Total 1676 miles

1676 miles X *1.59 U.S. * *2664.84 U.S. U.S. Exchange @ 227. - *3251.10 CDN,

2 - McKevitt Trucking Ltd., Thunder Bay, Ont. Contact: Randy, Tel: (807) 344-7227

Per Truckload Charge - *2525.00 CDN,

8.2.2 Direct Rail - Marathon, Ont. to Cold Spring, Mn.

Routing: Canadian Pacific Rail (CPR) C/0 Burlington Northern (BN) via Noyes/Emerson, Ont.

CPR - Sudbury, Ont., Contact: Mr. Al Barna Director Sales and Marketing, Tel: (800) 461-7150

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Rate: 5 2.50 U.S. per 100 Ibs.Minimum 160,000 Ibs. = 54000.00 U.S.

Plus U.S. Surcharge @ 157. * 54600.00 U.S.

Based on loading 4 Blocks @ 40,OOO Lbs.each rail car, cost per unit - 5 1150.00 CDN.

B.2.3 Rail/Water/Rail - Marathon, Ont. to Cold Spring, Mn.

Routing: CPR - Incan Steamship - BN (burlington Northern Railroad) via Thunder Bay, Ont./Superior, Wi.

Carriers:

CPR - Sudbury, Ont. Contact: Mr. Al Barna, Director of Salesand Marketing. Tel: (800) 461-7150.

C/0 Incan Ships Ltd., Thunder Bay, Ont.Contact: Mr. W. Scott, Tel: (807) 622-6841

C/0 Burlington Northern Railroad (BN), Fort Worth, Texas,Contact: Mr. Jim Gaines, Tel: (817) 878-2042

Freight Rates:

Marathon. Ont. to Superior. Wi. via CPR/Incan Ships Ltd.

5 1.60 Cdn. per 100 Ibs.minimum carload (gondola) 160,000 Ibs. - 52560.00 CDN.

Superior. Wi. to Cold Spring. Mn. via Burlington Northern RR

5 14.5O U.S. per net ton (2000 Ibs.)minimum carload (gondola) 160,000 Ibs. = 5 1160.00 U.S.

Plus U.S. Exchange @ 22'/. = 5 1415.00Total 53975.00 CDN.

8.2.4 Water/Truck - Marathon, Ont. (James River Marathon Port) toCold Spring, Mn.

Routing: Bush Marine to Duluth, C/0 Port of Duluth, Dock Operator, C/0 truck to destination.

Busch Marine Co., Bay City Mich.Contact: Mr. Greg Busch, Tel: (517) 754-2507

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Busch Marine ( See Appendix II )

Loading at Marathon withSelf Loading Barge - * 3.00 U.S. per 2000 Ibs.

Marathon to Duluth, Mn. - * 8.10 U.S. per 2000 Ibs.*11.10 U.S. per 2000 Ibs.

U.S. Exchange @ 227. - 2.44Total *13.54 CDN. per 2000 Ibs.

Note; Above charges include Wharfage charges, do not include local Truck transportation from Marathon, Ont. to James River Marathon Port and Dock Charges at James River Marathon Port.

8.2.5 Dock Operators Port of Duluth

Hallet Dock Company, Duluth, Mn.Contact: Mr. Arnold LaPlante, Tel: (218) 628-2281

The following quote is for handling rough granite blocks weighing 15 to 20 ton (2000 Ibs./ton) each Dock #6 at the Port of Duluth, Mn.

Rates quoted are straight time for labour one shift 7:00 am to 3:00 pm daily five days a week excluding Saturday, Sunday and holidays.

Freight Charges:

- Unloading from barge to dock - *4.25 N/T U.S. Plus U.S. Exchange Q 227. * *5.19 N/T CDN.

- Loading trucks from dock - *3.25 N/T U.S. Plus U.S. Exchange O 227. = *3.97 N/T CDN.

- Storage - rates include 9O days free storage on Free In, Free Out basis. After 90 days *0.10 cents U.S. per N/T per month or part thereof. Plus U.S. Exchange @ 227. - *0.12 cents CDN.

- Cut bill of lading - no charge.

- Weigh trucks light and heavy - no charge

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8.2.6 Truck Carriers - Duluth, Mn. to Cold Spring, Mn.

l - Walco Truck Lines, Duluth, Mn.Contact: Mary Lou, Tel: (218) 628-3631

SO.85 U.S. per 100 l bs. - *340.00 U.S. Minimum 40,000 Ibs.Plus U.S. Exchange @ 227. - t 74.80———

*414.80 CDN.

2 - Kirscher Truck Lines, Iron Mountain, Mn.Contact: Dennis Jindra, Tel: (218) 749-5100

Per Truckload Charge - *420.00 U.S. Plus U.S. Exchange @ 227. - 92.40

S512.40 CDN.

8.2.7 Docks and Stevedoring on the Great Lakes

Appendix lil and W provide dock and stevedoring companies located at the Ports of Duluth, Mn. and at Port of James River Marathon, Ont. and information regarding loading and unloading equipment, storage capacity, dock length, dock depth, rail connections, etc.

8.2.8 Terms of Sales (U.S.A.)

Canadian firms who sell on an F.O.B. (free on board) deliveredC.I.F. (cost, insurance and freight) destination, basis, havegreater success in selling their goods in the U.S.

U.S. customers, when faced with the choice of purchasing products from U.S. source or buying the same product from a Canadian source on an F.O.B. basis (Marathon, Ont.) they will favour purchasing from a U.S. source. Appendix V Ministry of Transportation and Communication Physical Distribution Newsletter, April/May/June 1986, outlines the importance of using proper selling terms selling to customers in the U.S.

8.2.9 United States Customs

The U.S. assesses rates of duty on most products and goods that are imported from Canada. The duty applicable to a product is generally assessed on the value of that product. In the case of Granite blocks the Tariff Schedules of the United States

. - 47 -

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Annotated (1987) describes granite under Schedule 5 - Nonmetallic Minerals and Products, Part I section of the Tariff. I terns highlighted in Appendix VI in our opinion best describes the granite blocks that are intended to be exported.

It is however recommended that contact be made with a U.S. Customs Broker or U.S. Customs officials to obtain an official ruling to confirm the application of duty.

On December i, 1986 U.S. Customs began collecting a "user Fee" for processing merchandise entries. The fee is 0.17'/. (Oct. l, 1987) of the appraised value for each formal entry of merchandise and applies on both dutiable and duty free goods.

8.2.10 U.S. Customs Brokers

The following are U.S. Customs Brokers servicing Brand Portage, Mn. and Rainer, Mn. U.S./Canada international border crossings who can provide U.S. customs services.

Norman G Jensen Inc.Grand Portage, Mn. - Tel: (218) 475-2229

Rainer, Mn. - Tel: (218) 286-3121

8.2.11 U.S.A. and Canadian Size and Weight Limits for Commercial Vehicles

Appendix VII and VIII shows the U.S. summary of Size and Weight Limits by State. Generally, as the listing indicates, most States provide for a maximum allowable Gross Weight on interstate highways of 80,000 Ibs. including Minnesota. Therefore after deducting the weight of the tractor and trailer the maximum load capacity in weight averages between 42,000 and 45,000 Ibs. per truckload on tandem axle equipment.

The Canadian Size and Weight requirements vary by Province and equipment as illustrated ex. tandem tractor, 3 axle semitrailer, tandem semitrailer: 8 axle-B train; maximum gross weight allowable 140,000 Ibs.

8.2.12 Exchange Rate/Currency Surcharge

The exchange rates and currency surcharges are variable. The exchange rate was 1.21 7. and the currency surcharge was 1.15 7. at the time of this study. The exchange rate is set daily and the surcharge is set on the 1st and 15th of each month. It is important to determine which U.S. rates are subject to the exchange or surcharge when carriers are quoting rates.

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8.2.13 Transportation Rate and Service Negotiations

Freight rate negotiations are a vital aspect of good effective distribution management. Carriers are always interested in securing and retaining business, especially if there are steady volumes and so, will often negotiate the level of rates required to move the goods for the services they offer.

In order for the shipper to be aware of this negotiation process, we have included with this report in Appendix IX a copy of the Ministry of Transportation and Communication Physical Distribution Newsletter of April/May/June, 1985 outlining some of the principles of carrier negotiation.

B.2.14 Carrier Discounts/Incentives

Some carriers offer discounts of varying amounts of up to 35 V. on shipments moving in various traffic lanes and in some cases on all shipments. The Shipper must request these discounts in order to obtain reduced rates and may be required to meet certain criteria such as volume commitment.

8.2.15 Rail Freight Negotiations

The aforementioned Rail rates quoted by CPR are published tariff rates. Generally freight does not move under published tariff rates because Railways as with highway carriers are open to negotiating freight rates and services. Railways are interested in securing new business as long as there is a large steady annual volume or competition from another railroad or from the truckers.

Railways are willing to negotiate either "Agreed Charge" or a "Confidential Contract" at lower freight rates or per car charges than the published tariff rates. Negotiating becomes an important element in the distribution of goods since the majority of volume traffic moves on agreed charges or confidential contracts.

The new National Transportation Act 1987 effective January 1st, 1988 allows confidential contracts between railway and shipper and provides for new provisions for a shipper who may be captive to one railroad. This new provision is called an expanded interswitching. These new provisions are for the purpose of providing competition to insure the most competitive freight rates and services available to the shipper.

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8.2.16 Transportation Conclusion

The following study on shipping options available from the Marathon area gives an indication as to what possibilities and combinations thereof, may be used to facilitate the shipping of stone to Cold Spring. In order to develop this information, so as to establish preferred methods and routings, the properties currently under investigation would have to be proven.

9. EMPLOYMENT FORECAST and HOUSING

Essentially, Marathon is in the unique situation of having a population of highly skilled workers which are predominantly employed at the Kraft Pulp Mill and the three local gold mines. It is reported by Employment Canada and the Economic Development Department for Marathon that the average starting salaries which may be anticipated is fairly high, reported on the average of * 15.00 per hour for a general labourer.

In comparison the Kraft Pulp Mill's average wage is * 16.00 /hour and ranges between * 14.00/hour to * 19.00/hour. The mines average wage at base,is comparable to that of the Paper Industry. However, because of incentive programs and bonus mining, the average mining wage ranges from * 40,000 to S 60,000 per annum.

In view of this recent boom experienced by Marathon the unemployment figures for the area are extremely low, quoted from Employment Canada as 0.5X. These low unemployment figures in conjunction with the high cost of living present some major concerns, since housing costs are on the average of 100,000 dollars plus and there's a zero occupancy rate for the few rental units.

These considerations and potential problems, when totaled up and viewed with a common denominator can be summed up with the answer to one question. Does Cold Spring have the ability to attract a skilled steady work force, given the type of work that quarrying has to offer and given the anticipated associated costs that a potential worker can expect in this location? Based on this, it is therefore anticipated that a high turn over can be expected for these operations - developing a strong permanent work force will be costly and difficult.

1O. SURFACE RIGHTS

According to the Ontario Mining Act, in order to bring claims to lease a Surface Rights Holder must sign a "Certificate of Compensation". There are a total of 10 claims in the Canadian Black #1 Property which are subject to this section of the Mining Act. The surface rights to the claims in question are held by the Township of Marathon. Refer to Figure 8 for the placement of

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these claims. Although this problem is not considered insurmountable it still must be dealt with in order to proceed with any exploration or more importantly, to bring these claims to lease. An agreement would therefore have to be reached with the Marathon Town Council.

11. RECOMMENDATIONS k CONCLUSIONS

As stated in the introduction, this evaluation project focused on three target areas which have been referred to in this report as: Sitf? l, the Canadian Red Property, located in Coldwell Township and Sites 2 fc 3, the Canadian Black Properties l 8? 2, located in McCoy St P ic Townships and O'Neill fc Pic Townships respectively.

Cold Spring Granite undertook an extensive evaluation program, which examined a wide range of factors which directly contributed to the assessment of the potential viability of the prospects in question. The findings obtained from all three of the main categories discussed in this report, Field Studies, Lab Investigations and Market Studies, had a direct contribution on the finial decision reached by the management of Cold Spring.

11.1 Canadian Black #1 fc #2 Properties

In conclusion, it is the opinion of Cold Spring Granite, that the investigated areas, in the Canadian Black 81 fc #2 Properties show no economic potential for large scale quarrying operations. This opinion is founded upon the unfavourable results obtained from the conducted surveys, namely the ground probing radar, diamond drilling, petrographic analysis, weathering evaluation and potential transportation and employment problems. It is therefore recommended that all investigations and work be suspended and the original claims transferred back to Mr. David Petrunka as per conditions specified in the formal working option agreement between him and Cold Spring Granite.

11.2 Canadian Red Property

In conclusion, it is the opinion of Cold Spring Granite, that the investigated areas, in the Canadian Red Property show no economic potential for large scale quarrying operations. This opinion is founded upon the unfavourable results obtained from the conducted surveys, namely the ground probing radar, diamond drilling, and potential transportation and employment problems. It is therefore recommended that all investigations and work be suspended and the original claims transferred back to Mr. David Petrunka as per conditions specified in the formal working option agreement between him and Cold Spring Granite.

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100.1'102.9'48.4'48.1'27.2'28.4'33.9'38.1'33.4'34.6'25.1 '25.9'44.1'29.3'25.2'33.0'38.9'25.7'25.0'32.9'25.7'33.6'28.1'32.8'27.5'29.4'38.3'26.9'25.4'

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Map Reference No

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Map Reference No. laim


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ColKr EI*v*Uon

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William Kelly K l

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Map Reference No

Hoi* No. Pag* No.


Oil* Hole Started Data Completed



Collar EtavaUon

Date Logged Logged by

'otal Footagen !lSubmitted by (Slflpature)'

Addrmi/Locatlon whwt con itorad

)old Spring Granite Company 02 South Third Avenue :old Spring, MN 56320 I.S.A.

Location (Twp.. Lot. Con. or Lil. and Long )

Coldwell Twp.


Footag*Front To

Hock Type DescriptionColOW. frlta Ilw. IMklM. •KMUll. (KmUM, (tt.

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Oat* Logged

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Loggedby

Submitted by (Signature)

Dip of Hoi* it Addnu/Looitlon wh*r* eon nor*d

-old Spring Granite Company 02 South Third Avenue old Spring. MN 56320 J.S.A.

M*p R*f*r*nc* No.

Location (Twp., Lot, Con. or Ut. and Long.)

Coldwell Twp.

^i?(TQ+ &H zsr^gr Jfc

Ai. O

o, tf.a 4s*v -

Ministry ofNorthern Developmentand Mines

Ontario

DiamondDrillingLog Complete ttili form and

related ikelch In duplicate.Fill In on every page

Map Reference No.

Hole No.

Claim No.

Page


Dale Hole Started Date Complet

i——————--Jl -^ ' f-~ J t^t j*?./.(J—f.————Exploration Co., Ownercr uplionM


FootageFrom

.8-To Bock Type

Collar Elevation

Date Logged

Date Submitted

Tola! Footage12 3S"

Logged byWm. Kelly


Dip ol Hole siCollar |

rt)

Description Colour, gnln tin. taiturt, ntln*r*li. •)i*rallon, vie.

~MET)IUM frfifi/jJ SYf^l/Tl t/teU/JJ) MiAMcZ2.6SF V-y^M

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Plmr FMturt Anju"

Col*8p4clm*n f oollj* t

Your Sample No


Coldwell Twp.

Property Nema Canadian Red


3MSample Length

Assays t

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783 185/12) ' For features such as lollallon. bedding, schistosity, measured from the long axis ol Ihe core. t Additional crudll available. See Assessment Work Regulations

Ministry ofNorthern Development

Diamond Drilling

Ontario

Drilling Company Cold Spring Granite

Date Hole Started

Log

CompanyDate Completed

Exploration Co.towner'or Optionee ' ' '


FootageFrom To

Rock Type

Collar Elevation

Date Logged

Date Submitted

tooting of holo from InxNottli Total Footage

or) of'^J*^. 7 v

Logged by Wm. Kelly

Submitted by (Signature):v-^^ttfalL ^ — ^i^

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Kl

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i-lDescription '

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Plwr Fotlurl Anglo*

ConFoougo*t

Your Sample No.

Map Reference No.

Hole No.

^Claim No.

Location (Twp., Lot, Con. or Lal. and Long.)

Coldwell Twp.

Property Name Canadian Red


Sample Length

Assayi t

763 IBS/121 ' For features such as lollallon, bedding, ichlstoslty, measured from the long axis ol the core. t Additional credit available. See Assessment Work Regulations


Ontario

DiamondDrillingLog Complete thii form and Fill In on

related (ketch In duplicate. •very pageMap Reference No.

Hole No.

Claim No.Drilling CompanyCold Spring Granite Company

Date Hole Started Dale Complet



FootageFrom

jO-To

Collar Elevation

Dale Logged

Date Submitted

BMrtnfl of holt from Total Fooltge

Logged byWm. Kelly

Submitted

Rock Type

Dip of Hole at______Colln l

Fll

Description Colour, er*ta lin, Mxlur*. mlnonlt, •llor*llon, tlc.

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PUnif FMturt Anglt*

CoraSpOclfMAFoouoit

Your Sample No.

Location (Twp.. Lot, Con. or Lal. and Long )

Coldwell Twp.



Sample Length

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783185/121 ' For features such as foliation, bedding, schlslosiry, measured from Ihe long axis of Ihe core t Additional credit available See Assessment Work Regulations

Ministry olNorthern Development

Diamond Drilling

x^y^x ana mines Ontario


Dale Hole Started/ i

Exploration Co'. Owner or Optionee

LogCollar Elevation jjJJ'JJ'Jf lwl* llw" Total Footage

Company UEf(Y 5^/70Dale Completed j 1 Date Logged Logged by

~J(ll\l /~Jf^(? Wm. Kelly' f ' Date Submitted Submitted by (Signature)


FootageFrom To

Rock Type DescriptionfflACTl/AGS " — CelMi. f nl* tin. Mibn. nlMctli. illintlon. IK.

————

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Dip ol Hole at '

FI.)

F.I

Ftl*

^f),y^ /- ^"A3. nn

Addrni/Locitlon whirl con itortd Cold Spring Granite Co. 202 South Third Avenue Cold Spring, MN 56320 USA

Plvur Fillun AntH*

Con Footig**!

Your iample No,

Map Reference No.

Hole No. Page No.

oTartnNo.

Location (Twp., Lot, Con. or Let. and Long.)

Coldwell Twp.



Sample Length

Assays t

783185/12) 1 For features such as lollalion, bedding, schistosity, measured Irom Ihe long axis ol Ihe core. t Additional crudll available. See Assessment Work Regulation',


Diamond Drilling

Vi-' tmuivmm:, Completi fhli form and nil In on ± Onlan0 related iketch In duplicate. every page JDrilling Company Collar Elevation JjJ'jJ'Jf holt *™" Total Footage f D ip of Hole at *

Cold Spring Granite Company UctfV 3^'(?3 CoiitrlDate Hole Started i Date Comple



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FMturtAnfllt *

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Sample No.

Map Reference No.

Hole No. Page No.

Claim No.

Location (Twp., Lot. Con. or Lal. and Long.)

Coldwell Twp.

Property Nama Canadian Red


Sample Length

Assaya f

783 (85/12) * For features such as foliation, bedding, schlsloslty, measured from the long axis of the core. t Additional credit available. See Assessment Work Regulations


Diamond Drilling

Ontario


Date Hole Started i

^)UL~Y f t /o J

LogCollar Elevation jjjjijjjei (KM* lion Total Footage

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foWV/ft

Map Reference No.

Hole No, Page No.

Claim No.

Location (Twp., Lot, Con. or Let. md Long )

Coldwell Twp.


Sample FootageFrom^7f

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SampleLength

Assays t

783 1 65/1?) ' For features such as follallon, bedding, schistoslry, measured from Ihe long axis of the core. t Additional crodll available. See Assessment Work Regulations


Ontario

DiamondDrillingLog Complete thli form and

related sketch in duplicate.Collar Elevation Jwrtno *r hoi. irom

Fill In on every page

Hole No.

Claim No.

Page


Date Hole Started Date Completed

Exploration Co., OwneV or Optionee


Date Logged

Dale Submitted

Total Footage

Logg*dbyWm. Kelly

Dip of Hole atCollir 1

Address/Location whira cors itortd Cold Spring Granite Co. 202 South Third Avenue Cold Spring, MN 56320 USA

Map Reference No.


Coldwell Twp.


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Diamond Drilling

y y ano Mines Ontario


Date Hole Started

Log

CompanyDate Completed/, .

jULi/t/??Exploration Co., Owner or Optionee


FootageFrom To

Rock Type FM&KK t-c* //r -^ ft3,6Q 4 i

Collar Elevation

Dale Logged

Date Submitted

tnnNw* r^ rD*

UffJTotal Foolag*.

Logged by Wm. Kelly


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Planar Faalura A/ijH'

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Your Sample No.

Map Reference No.

Hole No. Cfl-50 ~Sf

Page No.2/52.

Claim No.

Location (Twp., Lot. Con. or Lat. and Long.)

Coldwell Twp.



Sample Length

Assays t

783 165/121 ' For features such as foliation, bedding, schistosity, measured from the long axis of the core. t Additional credit available. See Assessment Work Regulation',

Ministry olNorthern Developmentand Mines

Ontario

DiamondDrillingLog Compltt* this form and

related sketch In duplicate.Fill In on every page

Map Reference No.

Hole No. Page No


Date Hole Started ,

jurt/y/wExploration Co., Owner or Optionee

Date Complete

Cold Spring Granite CompanyFootage

From0' To63L

Rock Type

mj

Collar Elevation

Dale Logged

Dale Submitted

Bonn j o) hoi* tow Total Footaga

Logg'ed byWm. Kelly

Dip ol Hole ttCollar |

Hi

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DescriptionColour, grain *|K*. toxlur*, mliMralt. Oration, *tc.

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Cold Spring Granite Co. 202 South Third Avenue Cold Spring, MN 56320 USA

HUM FMlur*

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Coldwell Twp.



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783(85/12) ' For features such as lollalion. bedding, schistosity, measured Irom the long axis ol the core. t Additional credit available. See Assessment Work Regulation*,

Ministry o)Northern Development

Diamond Drilling

Ontario


Date Hole Started ,

Log

CompanyDate Completed i 1

Exploration Co'., OnbArdr Optionee ~ ' '


FootageFrom To

Rock Type

Collar Elevation

Date Logged

Date Submitted

0Mrtn0 or holt from Total Foolape

Logged by Wm. Kelly


//ik-^C^rM^

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flvui Fulur* Anglt*

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Your Sample No.

Map Reference No.

Hole No. Page No.•O /l

Claim No. '

Location (Twp., Lot. Con. or Lal. and Long )

Coldwell Twp.



Sample Length

Assays t

783(85/121 ' For features such as foliation, bedding, schistosity, measured from the long axis of the core. t Additional ciodlt available. See Assessment Work Regulations


Diamond Drilling

Vi^ Olio winioaOntario


Dste Hole Started ,


Cold Spring Granit

FootageFromf) r

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Cold Spring Granite Co. 202 South Third Avenue Cold Spring, MN 56320 USA

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Your Sample No.

Map Reference No.

Hole No. Page No.

Claim No.

Location (Twp., Lot. Con. or Lat. and Long.)

Coldwell Twp.



SampleLength

Assays t

783(85/121 ' For features such as foliation, bedding, schistosity, measured from the long axis of the core. t Additional crudll available. See Assessment Work Regulations


Diamond Drilling

V.T f ana Minos Ontario

)rllling Company Cold Spring Granite

Dale Hole Started/

Co

Log

CompanyDate Completed , t

Co., Owner or Optionee ' '

Id Spring Granite Company

FootageFrom

(r) '

W

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Rock Type

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Date Submitted

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Logged by Wm. Kelly


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Piinar FMIuri AngK*

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Your iampie No.

Sitfl/W?'

Map Reference No.

Hole No. Page No.

Claim No.

Location (Twp., Lot. Con. or Let. and Long.)

Coldwell Twp.


Sample FootageFrom3.6 *T

ToV.3T

Sample Length

Assays t

78J 185/1?) ' For features such as follallon, bedding, schistosity, measured from Ihe long axis of Ihe core. t Additional credit available. See Assessment Work Rogul.ilimr,


Diamond Drilling

OntarioDrilling Company

Cold Spring Granite

Date Hole Started , .

JiUV//^?

Log

CompanyDale Completed , ,juty x/v/r-7



FootageFrom/f)f

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Date Logged

Date Submitted

BMrtng ol liolo lion Total Footage

Logged by Wra. Kelly


64^fin

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Dip of Hole al ~*

f. l

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Addrttl/Localion wtiirl corf itorfdCold Spring Granite Co. 202 South Third Avenue Cold Spring, MN 56320 USA

Fltflti Fulun Anglt*

Con Foouett

Your temple No.

Map Reference No.

Hole No.CX-W-Sf

Page No.

Claim No. —— M

Location (Twp., Lot. Con. or Lal. and Long.)

Coldwell Twp.



Simple Length

Assays t

763(85/1?) ' For features such as foliation, bedding, schistosity, measured from the long axis ol the core. t Additional ciodil available. Sea Assessment Work Roqulnliorv,


Diamond Drilling



Log Completa thli form and Fill In on ± rtlatad (ketch In duplicate. every page ™

Collar Elevation S^'to'JJ ho1* t™"1 Total Footage Dip of Hole at ~*Cofflpa"y t WAT 35, M' cct,.,i

Dale Comple

Exploration Cd., Owner or Optionee '

ted . L- .-i Dale Logged Logged by' 1^/0 { Wm ~ Ke11 y ri 'Data Submitted Submitted by (Signature) FI. |

^^^ III \ F '.|

Cold Spring Granite Company vCUvrl^^V ' ri l

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CowBp*clm*n FooUdt

L VourSample No.

Map Reference No.

Hole No.Cf\-fOft-^\ "7/5.Claim No.


Coldwell Twp.



Sample Length

Assays t

763 IBS/12) ' For leatures such as foliation, bedding, schistosity, measured from the long axis ol the core. t Additional credit available See Assessment Work Regulations


Diamond Drilling

y y ano ivirnus Ontario


Dale Hole Started. ^ ,

LOg Complete thli form and nil In on A related ifcetch in duplicate. every page "

Collar Elevation JJJ'UgJJ ta* llw" Total Footage Dip of Hole at T Company ul~*(\r '7 S' 3 9* coiiirl

Date Comple

Exploration Co., Owner or Optionee -'

ted , . Date Logged Logged by 't lw /jTf Um - Kpll y "'

Date Submitted Submitted by (Slgnaturej f i |

fi^^~'f(i. n | 'Cold Spring Granite Company tX^J^t^VW - '

FootageFrom To

Rock Type Deicrlptlon Nfftp*C)(Jlfif*l f^~ Colour, inln tin. toitura, xlMnll. •lurlllon. (le.

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Addrni/Lootlon whirl con itortd Cold Spring Granite Co. 202 South Third Avenue Cold Spring, MN 56320 USA

•Iwr FMlura Anglt*

Cor* Sptclnwt FooUKt

Your temple No.

Map Reference No.

Hole No. Page Np.

Claim No.


Coldwell Twp.



Sample Length

Assays f

783 IBS/12) ' For features such as foliation, bedding, schistosity, measured from the long axis of the core. t Additional crudll available See Assessment Work Regulation 1 .


Ontario

DiamondDrillingLog Complitt thil form md

related sketch in duplicate.Fill In on every page

Hole No. Page No.

Drilling Company

(MMe Hole Started


COL!)

)ate Completed

A-

FootageFrom

J&.To

Rock Type

Collar Elevation

Date Logged

Dale Submitted

Bttrtng ol holt Inn Init Worth

OEftT,Logged by

Total Footagelo 1.3.6 f r.

. fauyvi (Signature)Submitted by (Signature)'

Dip of Hole at

n|RiRi

Ri

Colour, grain ilM. K ikira, m lMralt, nitration, tlc.

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cad

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Your Sample No.

Map Reference No. Claim No.


Property Name

Sample FootageFrom

5UITo

Sample Length

Assays t

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783 (85/171 hoddinn irhi^lositv. moastired trom Ihn lono axis of the core t Additional crodlt available. See Assessment Work Regulations


Ontario

DiamondDrillingLog Compltt* thli form and Fill In on ,

rtlated tkttch in dupllcatt. (very pageHole No. Page No.

Drilling Company

Date Hole Started

3Exploration Co., Owner or Optionee

Dale Completed

4,

FootageFrom

J2LTo~JtR

Rock Type

Collar Elevation

Date Logged

Date Submitted

Bortng of how Inn Total Footage Dip of Hole at Collir |

Hi

H

DescriptionColour, gn n lin. Kilui*. mlmrtli, •IWrillon, (le.

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. S63&Plwur Fwlura AngK*

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Your Sample No.


Location (Twp.. Lot, Con. or Lat. and Long.)

Property Name


f, i/'Sample Length

Assays f

j.AW vp re(ftom TYff f/)

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783 185/121t AHrlltinnat rrnrtll avHilahln Rrn Assessmflnt Work Ron


Ontario

DiamondDrillingLog Complete thli form and

related iketeh In duplicate.Fill In on every page

Hole No. Page No.

Drilling CompanyCOLD

Date Hole Started

?W5 S, lW^^tr 3 f ' l V l——Exploration Co., O*ner or Optionee

COLI)

Date Completed

X-

FootageFrom

-CLTo

Rock Type

Collar Elevation

Date Logged

Date Submitted

Boring oUioUfnxTtfiMNortti Total Footage Dip o) Hole at

con.,1

Ft 'B-1

DescriptionColour, grain iln, toiture. niMrtli, •Iteration. tlc.

.fall

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TWfV MS.

Plwir FHtun Align'

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Your Sample No.



Property Name


Sample Length

Assays t

TftotK TYPE fvT-S^L

CROCK~S^L

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783 185/12) /ti303 ' measured from the lonq axis of Ihe corean'' f Additional credit available See Assessment Work Regulation'


Ontario

DiamondDrillingLog Complete thli form tnd Fill In on

related tkateh in duplicate. every pageHole No.

Claim No.

PageNo.

Drilling Company"Dale Hole Started


COLD

Date Completed

Collar Elevation

Date Logged

Date Submitted

r^iei HOU inn

& tTotal Footagetoo. 7fK

Logged by-A/fff/v


Dip ol Hole atc.,,.,1

Addren/Locttlon wht.-i cort ttorw)

202 SOUTHZoLJ) S?fliH6-r "S*, St 32 fi

we

Map Reference No.


flit,Property Name

FootageFrom To

TNLRock Type Description

Colour, grain slit, tulura, mlMtili. tluntlon. (le.Pllnir f*tluc* Anglt 1

Cor*Sp*clnwo FtoUg* t

Your Sample No.


Sample Length

Assays f

TJZL

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Diamond Drilling

Ontario Lo9

Drilling Company Collar Elevation BMIJT^

Dale Hole Started | Date Completed Date Logged Loggei

jtf/vg 7 /m \ juve f /iff fjiExploration Co., Owner or Optionee Date Submitted Submit

Col. Z) SPftWt' &RWTZ ^CH^^e

FootageFrom To

Rock Type

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rfhoMiRxii Total Footage Dip of Hole at '/tr foo.Jjiff'. Coin-1Jby . * \ Acpy L V f 1 1AT** i it**^*- 7 tled by (Signature) n |

^/jft\l F,.|-J^^^p^ ' .

DescriptionColour, grain tlte. texture, minerals, alteration, etc.

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Addrni/Locatlon where con itored

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Con Spoelnwi Foolege t

Your Sample No.

Map Reference No.

Hole No. Page No.a?L

Claim No.


Property Name ^Cftfijft'&ifttJ &/.ACKSample Footage

From ToSample Length

Assays t

~

763(85/121 Hinn irhklnftltv mnasured from the lonq axis ot the core. t Additional ciurtlt available See Assessment Work Regulalinns


Diamond Drilling


Dale Hole Started

Exploration Co., (Wner or Optionee

Cold SPfdW- GAFootage

Fromtf\*

H- ft'*Zf,0 '

rt y f tî-

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Date Submitted SubmlttedbyJSlgnalme)

Rock Type

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PS6-swYtrf.(IfajJtJ/iCltee/J SW

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fffJE GRAiiJ pQutfrAAftuiAR REh MoulfiJ/G/lfeA.HoR*)KLi;fV6 Fof^lfiifJt- ^ -CVwî J &TMl - jfi/AJOA

Complete thli form and Fill In on ^ related iketch In duplicate. every page ^

Dip of Hole at 'Collir |

F..I

fit

wevtYe eu/rv-

fizsoc/arei) (jjifff fKAt.ru/ips CKX.K fyfe f ZL.J

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Map Reference No.

Hole No.C8~tt-f1

Page No. /

Claim No.


Me coy rio?.Property Name


Sample Length

Assaya f

783 (85/12) nn^nroH from thn loon ^*U nf thn rnrf t Adflltlnnal rr*trtit avnilabtfl Rpe nt Work Rnnnlatton*-.


Diamond Drilling


Coil) SpfdtJtr- frfDate Hole Started* '

Exploration Co./Owneror Optionee

FootageFrom

r/

Sif f

q.o 1

l(xS!f

10 2Q '

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IRM NOIIh

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Rock Type

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Total Footage

3).72fr:

PU.YDate Submitted Submitted by (Signature)

ujjM!:::: .*?P

Complete thli form and Fill In on ± ralated sketch in duplicate. every page ™

Dip of Hole at '

r..!

F.I*)

Description^Colour, greln elte. teilure, mlneralt, •Iterellon. *tc.

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pfve. 1^4/fJ r ROCK W/E -* 2)

lfieDiuff\ fAAftJ (flow T/Pf '/) t^J/fV-(f(tu{ yypEiini)

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SOJL SOUTH- TWW fivZ.

US ft. S6326,r

Planar Fcatura Angla*

t?'to'3?***ty*!-fo'It*

Con Specimen Fooleget

Your Sample No.

Map Reference No.

Hole No. CB-06 -f?

Page No.f

Claim No.


/W Coy Yu)?,Property Name


Sample Length

Assays t

763(85/12) hndrltnn *:rhl*;tosirv measured from the lono axis of thfl core t Addlllonal ivudlt available See Assessment Work Regulations


Diamond Drilling

Ontario Log

Drilling Company Cold Spring Granite Company

Dale Hole Started

JLIA^ lojffilExploration Co., Owner o/Oplfone*

Cold Spring Granite

FootageFromO*

36 W

2 fi lofo.fo*y2.o'W'10

To3^ W

,QjS,~J0

ffl.fQ

*f2i6

W, 70'yi-Tfi

Date Completed

Company

Rock Type

at&J/fittK SyffilTS

PZA/HWfF

G-KEtfiJ/BL

Pf,^ff)fffiTE

MM/&-*^X 5/^

YCS-tnfrTiTt

Collar Elevation

Dele Logged

Date Submitted

•oaring of fcolo f(W"

1/^7"Logged by

Wm. Kelly

Total Footage

SubmlHedbyJSJonaUuftl(^3^

Complete thil form and Fill In on ± related sketch In duplicate. •very page ™

Dip ol Hole at 'Colltrl

n|

Hi*

n.|

Colour, inbi tin, Milura. wiiwnli, MurMlon. tlc.

/^FJVUY) fA/tllJ fcQi(fG-Rh*)qLfif{ ^IRCj^/jBLUfJf Jyf/U/Tf^(fiOCH yVff * r?

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Map Reference No.

Hole No. l Page No.

C'B'^fffl i jf~Claim No. '

Location (Twp., Lot, Con. or Let. and Long )

McCoy Twp.

Property Name Canadian Black

Sample FootageFrom

P?- 7^ 'fy\ 3@'

Toto/r

Sample Length

ff.^C'n.3 f

Assays t

783 185/121 ' For features such as foliation, bedding, schistosity, measured from the long axis ol the core. t Additional credit available. See Assessment Work Regulation-.


Diamond Drilling

Ontario Log

Drilling Company Collar Cold Spring Granite Company

Dale Hole Started

JuA-*f /57 /9FfExploration Co., Ownev or Optionee

Cold Spring Granite

FoolageFrom To

Date Completed Dale L

' Date Si

Company

Rock Type

Elevatlon JjJ'JJUJJ *** l'e* j Total Footage

Dgged Logged by Wm. Kelly

ubmltted Submitted by (Signature)

Colour, grain ilM, Itxluif. Hiiiinli^ejiorttion. eto.

Complete thli form and Fill In on ^ related tketch In duplicate. every page ej

Dip ol Hole at '

Collar |

H|

H|

H|

FftfrtfiuAF S Cof*T\. ——— -**. —— --AI 9- 1 J LJfS L 7ft J. *~ l2?. to J- &P

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Addrttl/Lootioo wtitrt cor* stored Cold Spring Granite Co. 202 South Third Avenue Cold Spring, MN 56320 USA

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Map Reference No.

Hole No. PageNOy

Claim No.


Me Co y Twp.

Property Name

Canac lan Bla kSample Foolage

From ToSampleLength

Assays t

7S3 185/121 * For features such as lollalion. bedding, schistosity, measured from the long axis ol the core. t Additional credit available. See Assessment Work Regulations

Ministry olNorthern Developmentand Mines

Ontario

DiamondDrillingLog Complet* thli form and

related tkatdi In duplicate.Fill In on every page *

Map Reference No

Hole No.

SiaTrn"

Page No //f


Dale Hole Startedn

Date Completed

Exploration df., Owner or Optionee


Collar Elevation

Dale Logged

Dale Submitted

twrtMoihoMiRM, (TotalFootage

Logged byWm.

Submitted

Dip of Hole at

'

ri. |

Addrtu/Locatlon wtitra con Itored Cold Spring Granite Co. 202 South Third Avenue Cold Spring, MN 56320 USA

Location (Twp., Lot, Con. or La), and Long.)

Me Coy Twp.


FootageFrom To

Rock Type DescriptionColour, 0nl*i tin. Mxlur*. mtnora t. •MorMloA. *tc.

Af.Dl(JM fatCA.KSSK Your

tempi* NoSample Footage


Assays t

&&/7Zfog

GftPfjJ/RtAfjt -flfoO'fgf*ePlU/*

yAozyjjb-

tn.'KJ 62.6

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we

nw MtUr COMIC

(ftot.K&3L

WO

763 (85/12) ' For features such as foliation, bedding, schistosity, measured from the long axis of the core. t Additional credit available. See Assessment Work Regulations


Diamond Drilling

Ontario Log


Date Hole Started

a PI 'q /9#?Exploration Co.. 6*ner or Optionee

Cold Spring Granite

FootageFrom To

Date Completed

Company

Rock Type

f

Collar Elevation

Date Logged

Dale Submitted

•Mrtngallio4*lniii

""(^P/Hf^Logged by

Wm. KellySubmlnedbjrJSIgf

W&M" '- "Tf

Total Footage

lalytaj

Wff^ ———

Complete thli form md Fill In on ± related tketch In duplicate. every page T

Dip of Hole at ~*Collar 1

"•l

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Diamond Drilling

Ontario Lo0Drilling Company

Cold Spring Granite CompanyDale Hole Started Date Completed

Exploration Co., Owner or Optl6nee '


FootageFrom To

Rock Type

-3

Collar Elevation

Date Logged

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Diamond Drilling

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Cold Spring Granite CompanyDale Hole Started

Exploration Co'cwiner or Optionee

Cold Spring Granite

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Diamond Drilling

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Diamond Drilling

yjr^ ana Mines . Ontario L08

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783 185/121 1 For features such as foliation, bedding, schistosity, measured from the long axis of the core. t Additional credit available. See Assessment Work Regulation-.

Ministry ofNorthern Developmentend Mines

Ontario

DiamondDrillingLog

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Hoi* No.

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Diamond Drilling

^^^^ arm minusOntario Log

Drilling Company Collar Elevation {jJ'ifMA lwl* lran Cold Spring Granite Company llF&f

Dale Hole Started,

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Cold Spring Granite

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Diamond Drilling

Ontario Lo9


Date Hole Started/

Exploration CA, Owner or Optionee

Cold Spring Granite

FootageFrom To

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Company

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Ontario

Ministry ui uiamonu Northern Development DHllina and Mines wrming

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DiamondDrillingLog Complete thli form and Fill In on

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Drilling Company

Oat* Hole Started

Exploration Ob., Owner orptlone*

Collar Elevation fAOXte Logged

Date SuDmlH

Tout Footage Dip of Hole at Cellar lamt

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Addmi/Loeation wtiara cor* ttored

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Diamond Drilling

x. T^f ana Minos Ontario L08

Drilling Company Collar Elevation {glHLSl lwl* l™" Cold Spring Granite Company (Tt^feH 0^/n l/tni

Dale Holef tarled . Date Completed y r Dale Logged Logged byJt/Xv/Pe)/' j;i / )"CXA y /cr-t fa 1 Jt/A/yp^/y Wm - Kelly

Exploration Co..' Owner ir Optionee Dale Submitted Submitted by (Slg

Cold Spring Granite Company ffittf-7J?l i f\T\ vAxJ2T\^;

FoolageFrom To

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783 186/12) ' For features such as foliation, bedding, schlsloslly, measured from the long axis of the core. t Additional credit available. See Assessment Work Regulation',.


Diamond Drilling

v^r^ ana wines Ontario Log


Dale Hole Started i 1 .Tt/i-Y r fi- W f) f


Cold Spring Granite

FootageFrom To

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Assays t

783 185/121 ' For features such as foliation, bedding, schistosity, measured from the long axis of the core. t Additional credit available. See Assessment Work Regulation';

4*F*F*E:IMP i x i i

l^ Noteworthy Towing Achievements

i i ii i

* The freighter SH1NKOKU MAHU, bound i'rom Yokohama Japan Lo Portland Oregon, broke her tall ohaft ami was Left helplessly adrift In the North Pacific Ocean. When the GRKGOKY J. BUSJH departed Seattle a November storm swept her decks with -10 Lo 5^ foot seas and 9^ mph winds. After ^700 miles and 'J3 days of storm tossed ocean tht* BUSCH delivered the SHINKOKU MAKU to a safe harbor.

* Rescued numerous distressed vessels In the North Sea, Mediterranean, Azores, and off Bermuda.

* Safely delivered the 20 Inch suction dredge MISSOURI from Miami Florida to Seattle Washington.

* Moved 1.5 million tons of cargo on barges through the port of San Francisco without loss.

* Safely delivered log rafts from Asteria Oregon to San Diego composed of 6,000,000 linear feet of logs.

I * 1000 ton capacity 175 x 40 x 9 deck barge with or without crane, winch, and spuds. Suitable for hauling rock, steel, pipe, machinery, and containers.

* 2730 ton capacity 240 x 50 x 11 deck barge with raked ends.

* 1840 ton capacity 195 x 35 x 12 hopper barge with or without

• covers. Suitable for dry bulk cargos, coal, sand, and rock.

1 * 7000 ton capacity 3^9 x 5*4 x 25 all oceans covered hopper barge for dry bulk cargo, machinery, and containers.

l Barges Available

M

l Special Equipmentm

fl

l Home Port - Bay City, Michiganl

g

W

* Underwater TV * Side Scan Sonar * Magnetometer

* Hard hat diving gear * Underwater cutting-welding * Underwater chalnsa1

* 300 ton ground tackle * Underwater Ramset stud gun kit

OCEANOGRAPHIC EQUIPMENT COMPANY

P.O. Box 69, C arrollton, Michigan 48724, 517-754-2507

l l l

ij

lll il l l l I l i l l l l l

Tt/g- Barge TransportationAdvantagesLower CostCargo bargee are inherently more cost effective than other modes of land transportation and In some cases large steamships. In calculating overall transportation cost Including loading and unloading facilities the very modest port requirement (12 ft draft) for barges Is very favorable.

Oversize - Overweight ObjectsMachinery, structural components, and construction materials of almost any length, size, or shape and single Item loads up to 3000 tons are acceptable for barge transport. Machinery and structures can be shipped fully assembled.

Reduce InventoryBarge Transport can be scheduled to match demand In 1000 to 7000 ton load capacities where as conventional bulk transportation by water requires the purchase of an entire shipload (10,000 - 30,000 tons) at one time, tying up valuable storage space and hurting cash.f low.

Self Load-UnloadingBarges can be 'dropped 1 and unloaded by the customer as material Is used or cargo can be loaded and discharged by a barge mounted crane.

Service On Great Lakes To AnywhereConnection can be made from the Great Lakes to the Mississippi Inland waterways and to any ocean port through the Seaway system.

Inland DeliveryFor shippers not on the water pick up and delivery can be arranged from the nearest port.

Service For ContractorsPreassembled bridges, culverts, oversize steel, pipe, pilings, sand, gravel, and large rock can be delivered by barge. Large construction cranes, cement plants, and other machinery can be .shipped fully assembled. In addition, our powerful tugs can deliver dredges and other pieces of floating equipment.

OCEANOGRAPHIC EQUIPMENT COMPANY

PO. Box 69. Carrollton. Michiaan 48724. 517-754-2507

IX III

l l l l l l l l l l l

COAL UNLOADING DOCKS ON THE GREAT LAKES AND ST. LAvvRENCE (Cont'd.)

Dock and

Location

MANISTEE, MICHIGAN(616)Hardy Salt

(West shore. Manistee Lake.foot of 1 6th Street)

Morton Salt(West shore, Manisiee Lake.foot of 5th Street, extended)

MANISTIQUE, MICHIGAN(906)

Maniatique Rentals(Below foot of Cedar St..East Bank. ManistiqueRiver)

MANITOWOC, WISCONSIN(414)Reiss

(Mouth of Manitowoc River)

MARATHON, ONTARIO i'

James River (Inner Main Harbor)

Owner and

Address

Hardy Salt Div.. DiamondCrystal Salt Company16O1 Main Street.P. O. Box 2 19.Manistee. Michigan 49660Morton Salt DivisionFoot ol Gth Sl'ccl,Manistee, Michigan 49660

Maniatique Rentals. Inc.41 5 So. Chippewa Avenue.Manistique. Michigan49854

The C. Reiss Coal Company509 Jay Street,Manitowoc, Wisconsin54221

James River - Marathon, Limited

Marathon, OntarioPOT 2EO

Unloading Equipment

Self-unloadersOnly

Self-unload*rsonly

Self-unloadersonly

Self-unloadersonly

Self-unloaders only

Total Tons/Hour Unld./Spd.

-

—

—

-

Storage Capacity (Tons)

25,000

100.000

12.0OO

260.000

50.000

r Storage catai-ir **"

-. J- -

Dock Length (Feet)

460

420

BOO

900

460

t 17.00

Depth at

Dock

2V

30-

16-

23-

20-

) tons: Sir

Direct Rail Connections

ChessieSystem

ChessieSystem

None

Chicago BcNorthwestern

Canadian Pacific

ne - 20,000 ton

Telephone and

Remarks

723-6266767' x 70' Max.O. A Dimensions

723-2661707' x 70 Mnx.O A Dimensions

341-6612621" Max.O A Length

684-6544 or684-818562V Max.O. A. Length

229 1200 040' Max. O. A.Length

s: and loads breache'

COAL UNLOADING DOCKS ON THE GREAT LAKES AND ST. LAWRENCE (Cont'd.)

l

l

l

l

l

l

l

Dock and

tocttion

MARINETTE, WISCONSIN (7151Marin*t(*

(At the Odgan Street bridge Menomine* River)

MAF1QUETTE, MICHIGANJAA/M

Owner and

Address

Marin*!!* Fuel and Dock Company

808 Odgen Street, Marinade, Wisconsin 54143

Unloading Equipment

Self-unloaders only

Total Tons/Hour Unld./Spd.

Storage Capacity (Tons)

125,000 Coal, Salt * Stone

Dock Length (Feet)

2.000

Depth at

Dock

24-


Soo Lin* Chicago St Northwestern

Telephone end

Remarks

735-6694 767' Max O.A. Length

l l l l l l l l l l l l l ll l l l l

STONE, SAND and DRY BULK CARGO DOCKS ON THE GREAT LAKES and ST. LAWRENCE RIVER {Confd.)

Dock and

location

DETROIT. MICHIGAN(313) Confd.

U.S. Gypsum(Foot ol Division Avenue,above Jefferson AvenueBridge)

DRUMMOND ISLAND.MICHIGAN (906)

Drummond Island(West Shore,Drummond Island)

Optratur

United States GypsumCompany

10090 W Jefferson Avenue.River Rouge, Michigan48218

Drummond Dolomite. Inc.Drummond Island, Michigan49726

Loading Equipment

None

1 BeltConveyor

Total Toni/Hr

Load Sp..d

—

2.000

NOTE: Outboard reach from face of dock to end of pulley is 44'6"

DULUTH, MINNESOTA(218)Azcon(Rice's Point, South olBirch Street)

Cutler-Magner Salt(Foot of 1 1th Avenue,West)

Hallett Dock # 5(Fool 37th AvenueWest, Extended)

Azcon CorporationP.O. Bo* 6143,Dululh. Minnesota 55801

Cutler-Magner Company12th Avenue, West andWaterfront,Ouluih, Minnesota 5580?

Hallett Dock CompanyP.O. Box 6306.Duluth, Minnesota 55806

2. 40- IonLocomoliv*Cranes2. 50- ton 41. 30- tonCranes

None

None

120

200

-

V.

Unloading Equipment

Sell-unloadersonly

None

Toui Tont/Mr Unload Spaad

-~

H

Storage Capacity (Toni)

1 50.000Gypsum

325.000Stone

Underside of belt to L.W.D. is 26'8'

Same

Self-unloadersonly

Self-unloadersonly

Same

-—

—

100.000Scrap Iron

60.000Sail*120.000Bulk Com modities—outsideBOO.OOOBulk

Dock Langlh (Fm)

405

BOO

. Statior

1.586

1.500

2.500

Commodities

NOTE: Bulk Warehouse provides covered storage area for 20.000 - 30,000 Ions depending upon commodity.

Dtpth at

Dock|F..t|

2V

23'6"

tary. Ne

26'

25'

27'

Dinel Rail

Connections

Conrail

None

i vertical move

BurlingtonNorthern.S 00 Line

BurlingtonNorthern,WisconsinCentral

Soo Line,BurlingtonNorthern.Ouluth,Missabe ftIron Range

T.l.pl in

Rama

842-4451621' MaxLength

493-5211690 x 78O.A. Dimt

nienl.

722-770:

722-107*•*covereo

628-2281

f T

STONE. SAND and DRY BULK CARGO DOCKS ON THE GREAT LAKES and ST. LAWRENCE RIVER (Cont'd.)

Dockand

Location

DULUTH. MINNESOTA .(218)'.Coofd.

Hallett Dock *6(Fool 59th Avenue. West)

Opaiator

Hallett Dock CompanyP.O. Box 6306.Duluth, Minnesota 55806

LoadingEquipment

2. 17-tonBrownHoistBridges

TotalTona/Hr

LoadSp**d

1,500

UnloadingEquipment

Same

TotalToni/HrUnloadSpaad

Same

StorageCapacity

(Tom)

1,000.000BulkCom modities

DockLength(F.al|

2.200

Depthat

DockIFtet)

23

DirectRail

Connactiont

BurlingionNorthern.Duluth.Missabe dImn O^imA

Telaphorand

Remark

628-2281 c624-0161Outboard reof bridges:

l ll l ll l

GENERAL CARGO DOCKS AND STEVEDORING ON THE GREAT LAKES AND ST. LAWRENCE RIVER /cont'd~*TDock and Location

DETROIT. MICHIGAN (313)(cont'd.)

Nicholson Terminal -Ecorse Dock(Fool ol Great Lakes Avenue)

Nicholson Terminal -Summit Street Dock(Foot ot Summit Street.Detroit River)

DETROIT HARBOR.WISCONSIN (414)

Detroit Harbor(Western Section. SouthShore ol Washington Island)

DULUTH, MINNESOTA (218) .American-CanadianIU.S Highway #2 and Waterfront)

Operator

Nicholson terminal dnaDock Company

P.O. Box 00.River ROIIIJV. Michigan48218

Nicholson Terminal andDock Cortifinny

4485 W. Jefferson Avenue,Detroit, Michigan 48209

Andersun Transit CompanyWashington Island.Wisconsin S4246

American-CanadianDistribution Center404 So 52nd Ave , W.Dululh. Minnesota55806

Cargo Handling Equipment

2,200-tonCrawler Crane*2 70 ion GantryCranes4 12-ton GantryCranesC Diesel LocoC'ones-30-tons1 BO ton MobileCrane (liftingcapacities)

2. 200- tonCrawler Cranes

Cargo handledoy Ship's Gearonly

Cranes rentedat required

Total Tons/Hr.

Speed

VaneswithcumfliUtllllL1 !

Varieswithcom modities

Vaneswithcom modities

Storage Capacity

(Tons-Other)

Iti'j.OOOVariouscommodities/O.OnOsii-ll.transit shed

200.000 sq.ft. w.iruhoiist)1C acresopenstorage

O'jOGeneralcaron

200.000•q hwarehouseopenstorage

Dock Length (Feet)

3.400

1.530

1 1:-

2,000

Depth at

Dock

27'

28'

14'

23'


Con Rail

Nona

None

BurlingtonNorthern.Ouluth,Mistabt tIron Range

Telephone 8. R em

842 4300Telex: 23-5625Dork equipped wrailroad and tructscales, magnets.hiickets and forktrucks. 80. 000 ^container handler

843 2037Telex: 23 0025Dock equippedwith truck scaleand fork-lifttrucks

H4/ '^33 1100 ft. Max. O. ALengtn.

628-2211Lumber 4 steelproductsl

l l l l l l l l l l

l l l l l

rf^ F* F* E: IVIO X X X \S

1111111111111111111

tREF

1.

2.

3.

4.

5.

6.

7.

8.

9.

****

REF

1.

2.

3.

4.

5.

6.

7.

3.

*-

k*k*

;-

Exhibit IX

: DAB NUMERAX ONLINE" 06/27/88 ""MILEMAKER ORIGIN INQUIRY COPYRIGHT 1985, 1983 BY RAND MCNALLY-TDM, INC

ST, CITY STATUS SPLCORIGIN: ON, MARATHON 045859 000

228 MILES ST, CITY: MN,GR PRTG (S) 500115 000

wST, CITY:

ST, CITY:

ST, CITY:

ST, CITY:

ST, CITY:

ST, CITY:

ST, CITY:

SYSTEM MESSAGES: FOR MILEAGE INQUIRY MODE ENTER "M101"10. COMMAND: MORG

: DAB NUMERAX ONLINE 06/27/88 MILEMAKERORIGIN INQUIRY COPYRIGHT 1985, 1983 BY RAND MCNALLY-TDM, INC

ST, CITY STATUS SPLCORIGIN: MN, GR PRTG 500115 000

305 MILESST, CITY: MN, COLD SPR (S) 505376 000

ST, CITY:

ST, CITY:

ST, CITY:

ST, CITY:

ST, CITY:

ST, CITY:

ST, CITY:

SYSTEM MESSAGES: FOR MILEAGE INQUIRY MODE ENTER "M101"10. COMMAND: MORG

l l l

l

l l l l l l l l l l l

Exhibit XREF: DAB NUMERAX ONLINE 06/24/88 ~MILEMAKER

ORIGIN INQUIRY COPYRIGHT 1985, 1983 BY RAND MCNALLY-TDM, INC. ST,CITY STATUS SPLC

1. ORIGIN: MN,DULUTH 500900 000 159 MILES

2. ST, CITY: MN, COLD SPR (S) 505376 000 i'i,

3. ST,CITY:

4. ST,CITY:

5. ST,CITY:

6. ST,CITY:

7. ST,CITY:

8. ST,CITY:

9. ST,CITY:

** SYSTEM MESSAGES: FOR MILEAGE INQUIRY MODE ENTER "M101"** 10.COMMAND: MORG

x i a IM 13 cd cd fe*

lll l l l l ll l l l l l l l l l l

Ministry of Transportation and Communications PHYSICAL DISTRIBUTIO

EWSLETTER April, May, June 1986

SUCCESS IN EXPORTING

Any prospective purchaser of Ontario's goods and products is interested in a few key things. What will the product cost? Can it be delivered when required?

Many Ontario firms are new to the export market and several are attempting to export their goods for the first time. Naturally, the U.S. market is the most popular export target. To export successfully to the U.S., or anywhere else for that matter, depends upon several critical factors: the quality of entrepreneurship, labour relations, production efficiency, marketing effectiveness, price competition, the creation of products which export markets demand and above all the ease with which prospective customers can place orders and receive delivery.

Firms successful in the local market are often confused by the poor reception of their products in the U.S. market, even though these products have been viewed with enthus iasm at trade shows. The fact that orders do not materialize can often be traced to the terms of sale under which the products are offered to prospective buyers.

Generally, Canadian firms who sell their products on an P.O.B. (Free On Board) delivered or C.l.F. (Cost Insurance and Freight) destination basis, have a greater degree of success in selling their goods internationally, particularly to potential customers in the United States. American custom ers, when faced with the choice of purchasing products from a domestic (U.S.) source or buying the same product on an F.O.B. Canadian origin basis, will lean strongly toward their own domestic supplier in the majority of cases. It has been our observation that American buyers are not prepared to invest the extra time required to determine transportation rates from Ontario origins, nor do they want to become involved in U.S. customs duty calculations, payment or clearance procedures.

Simply stated, the easier that a Canadian seller makes it for the prospective buyer, the greater his degree of success in selling his product. By quoting a delivered price, the seller enables the buyer to know his exact cost. He has no other calculations to make. He does not have to fear unknown charges or complications with U.S. customs. The buyer then has the opportunity to compare the Ontario product directly with the domestic U.S. product.

Ths first step in any sale is receiving initial consideration in the selection process. Quoting on a delivered basis allows the Ontario seller to reach this stage without having his product being arbitrarily dismissed because of terms of sale that are perceived to be costly and complicated.

Make it easy for potential buyers. Eliminate those unnec essary reasons which allow the buyer to say no before your

product is given due consideration. Ontario firms make quality products. Make sure they have an opportunity to be sold in foreign markets. Quote F.O.B. delivered or C.l.F. destination.

TRADE TERMS

When two parties reach agreement with respect to a sales transaction, they are deemed to have consummated a sales contract. That is, when a buyer accepts the terms and conditions offered by the seller or when a seller accepts the terms and conditions offered by a buyer, a legally binding contract is deemed to have come into being.

In today's marketplace however, very few of these contracts specifically address all of the various rights and obligations of the parties to the agreement. Instead most sales contracts simply indicate the quantity of goods ordered, the price that will be paid for the goods, the time frame within which the goods must be delivered and the place where the delivery of the goods will take place.

Instead of setting out in detail who will pay for the freight, who will bear the cost of the freight, where legal title to the goods will pass, etc., most buyers and sellers in today's marketplace simply incorporate a "trade term" into their contract.

A trade term is an abbreviated standardized expression of the rights and obligations of the parties to the contract. Each term has a different meaning insofar as the division of risks, costs and responsibilities is concerned. These divisions range from situations wherein the seller bears virtually all of the risks, costs and responsibilities to the other extreme wherein the buyer bears virtually all of the risks, costs and responsibilities.

The most commonly used "trade term" in Canadian and Canadian/American trade is F.O.B. The abbreviation F.O.B. stands for Free on Board and it implies loading on some form of conveyance. By itself however, F.O.B. is totally meaningless. Without any succeeding related direction, F.O.B. does not specify who will pay the freight charges, it does not define who will bear the freight charges, it does not name where title to the goods will pass and it does not signify who will file a claim for loss and for damage should the need arise.

To have meaning, the abbreviation F.O.B. must be followed by specific direction as to where title and control of the goods will pass to the buyer, such as "F.O.B. Origin" or "F.O.B. Destination", and the specified direction must always be followed by a clear indication as to whether the freight charges are to be "prepaid" or "collect" and in some cases, as to whether the freight charges are to be "charged back" or "allowed".

The information contained herein it tupplied directly by the Miniitry of Transportation and Communication! in an effort to assist small business and industry in transportation matters. All information is to the best of our knowledge, accurate at time of publication. If changes do occur, every effort will be made to notify you at soon as

possible. Any queries concerning this information, except as other wise indicated, should be directed to Mr. P. Skorochod. Head. Distribution Consulting Section, Goods Distribution Systems Office, Miniitry of Transportation and Communications. 1201 Wilion A ve.. Downsview. Ontario M3M 1J8. (4161 248-7437.

I S\ X I dividedcJf

lllllllllllllllllll

Page i-6 O

5 - l - C 1 3.21 -

TARIFF SCHEDULES OF THE UNITED STATES ANNOTATED (m?)

SCHEDULE 5. - NONMCTALUC MINERALS A,N|) PKODUCTS Fare 1. - Nonraecalllc Minerals 4nd Products, Except Ceramic

Produces and Glass and Glass Produces

Ut.

SI). 21513.31513.33

513.41

513.51

513.61

J1J.71

513.74

513.81513.84

513.91513.94

5U.11

514.21

514.24

514.34

514.41514.44

Scat. Svif-flx

0000o10

30

00

00

00

00

00

0000

0000

00

00

00

00

0000

Stone chip* md ipillt, md (tone, cruihed (otherwise than nerely to facilitate thipwent to the Unictd Stitet) or (round:

[•ported to be uied in the •inubcture

Stone iticoiry md iculpturet not tpecielly provided for, the profeiiional production! of iculptori only.,...

Granite And article* of granite: Granite, not aanu faciured , and not luitable for ute at monumental, paving, or building atone.......

Granite, luitable Cor uae at •onuwntal. paving, or building ttone:

Not pitchtd, not lined, not pointed, not hewn, not tawtd, not dratted, not poliihed, and not othervit* aanu faccured . . . . . .

Pitched, lined, pointed, hevn, tawed, dretted, poliihed, or otnerwix ianu-

Jet; and articlee of alabaster, ol jet, or of alabaac er and jet :

lituicone, crude, not tuitable for ute at

Limeltone tuitable for utt at •onuatental, paving, or building atone:

Not hevn, not tawed, not dretted, not pol- ithed, and not otherwise •anufacturcd.........

Hewn, aawed, dretted, poliihed, or other-

Other, not tpecially provided for:

Other:

Uoltt of

Quantity

X.......

Ton. . . . .

Cu. ft..

Cu . h . .

X.......X.......

Lb......X.......

Cu. ft..

X.......X.......

1

FreeFree

1.11 ad val .

Yrrt

Free

4.21 ad val.

6. It ad val.

free5. T. ad val.

Fret

Free

lutea of Duty

Special

Free (A.E.I)

Free (A, C, O

Free (A, t, I)

Free (A.E.I)

Free (A, t, I)

Free (A, E, l)

Free (A, e, I)

1

2

30 t ad val.251 ad val.

ton

30t ad val .

301 ad val.

Free

;5c per cu. ft.

601 ad val.

301 ad val.401 ad val .

Free501 ad val .

ton

15c per cu. ft.

501 ad val.

251 ad val.

301 ad val.401 ad val.

(2nd S. ip;,. 11/2 S')

I I S\ X I


U.S.A. Summary of Size SL Weight Limits

WIDTH (INCHES) LENGTH (FT-IN) INCLUDING TOLERANCES Tr*cler-S*mllrall*r Comb*. Twin Combinations

Jurisdiction

Alabama AlaskaArizona PArkansas California Cdoiado PConntciicui Ctlawar* DISI. ol ColumbiaFloiioa P Georgia Hawaii

Idaho P Illinois Indiana Plowa Kansas PKentuckyLouisiana Main* P MarylandMassachusetts P Michigan

.; Uvmetou -~iMississippiMissouri Montana P

Nebraska P Nevada . P New Hampshire

New J*rs*y New Meiico New York PNorth Carolina North Dakota Oho POklahoma Oregon P Pennsylvania PRnoo* Island P South Carolina South DakotaT*nn*sse* TautUtah PVermont Virginia P Washington PWesl Virginia Wisconsin Wyoming

HEIGHT (FT-IN)

134134 134

144 1341

134

134 134 134

144 134 134

134 134 134

134 134'

134

134 134 134

134 134 134

144 144 134

134 134134

134 134 134

134144 134

134 134 134

134134 144

134 134 144

134 134144

Inlerslil* 1 D**lgnal*d System

102

102

102 102 102

102 102 102

102 102108

102 102 102

102 102 102

102 102 102

102 102' 102

102 102102 -

102 102 102

102 102 102

102 102 102

102 102 102

102 102 102102 102 102

102 102 102

102 102 102

Other Read*

102 9696

102 102 102102 96 96

96 96'

108

102 96

102

96 102 96

96 102 10296- 96

102

102 96

102

102 102 96-

102* 102 96

96 102 10296'

102 96

102 96

102

96 102 102

102 96

102

96 102 102

B4i*4 *M tUMt 10 MOCN W* taMOWino. lUntMf 01 go**'rwig v*no* waft.

WIDTH VWhCi* tnoin UtvUMXi ol 102 wcn*t on m* iniciui* lYUWTI inj 0(41 OuiWymg f MWV-M Itgnwirt Mn I'll-K itnti o*uonM to 0* i J mi oi mo'f in wain CHK-

If NOT M Nolwuintn(4a-loolunwtM'inilitcwr-Hnt.liMt'

o*s*9n*t*o fry in* SMrclt'v ol TitntooljlOT Ho f 1*1*

Of tww UteKi coacnnaioni of OIOTMMI m* oo*'*ien or twin lf***( conxxAjuxi* on ln*M ruonwly Irtitmt (1-

WEIGHT W*4NWMiol20000bl ungMUK MOOOIM Urmn\

S*mllreller Truck en Inlcntat* (Single i D*elgn*l*d Unit) System

404 40-0 404

404 404 404

604 404 404404'

604 404

404 424 364

404 424 4S4

404 454 404

354404 404

404 404 404

404 404 354

3S44O4

3544O4' 504 404

4S4 404 404

404 404' 454

404 454 454

604 404 404

404 4O4 604

SO

SI

48 4848

48 S3 48

48 48NR*

48 S3 53"

S3S3 4850* 48- 4845"

50 53"

SO S3' 48

5348 48

48 48 48'

48* 53 S352" 48'

S3484 48"

"53-

48" 57 48*8' 48 48

48 S360

Overall Combination Length en Other Roed*

60 75'NR

60 65" 70"

NR 60 55

NR 60 60*

NR" 55"." NR"

60" NR 55

656V '

NR

60 65 65NR 60 75"

NR 70" NR

NR 65" 60-

60 75 NR

NR 60" 60"

NR 60* NR"

NR NR NR

60 60 NH"

60" 60 85"

S*mllr*ll*r or Trailer en Interstate t Oetlgnated System -

28490" 284

28 284 28

26 2928

28 18NR60" 284 284

284 284 28

30 284 28

264 284 284

30 284* 28465" 284 28

28 284 284"

26 NR 284

2968" 28

284 286" 284"

284 284 61"

2828 60"

28 28480"

md 0*i*nt* H^Awp*yi mciwdino r**ton*oi* *cc*tfl lo ing horn me Iniwsuu System k) Mimmtii SAI IKM*t lo* tooo luel. i*o**l *no 'Ml Tn* ov*f*n mu*ni*n o/ou **gni *na m* fou Migni on *ny giouo ei iwi mull comofm w in* D*IOO* tomuii contain** M irt* f *o*i*i w* Efleciive Moutiy t i *U

OENEHAL FOOTNOTES

f — Se* Sett*) POIM S*nonS** 0*1** — S** 0*144*0 ACC*II PiOviUOni

FOOTNOTES - H.loM COM rxigni 14' iMnntl

r*qr* m*y vcy o*p*nang on loi^* t'*v*w*4

FOOTNOTES - WIOUi 1 **0w*q Dy •OnniuitM* otan ' 10? ' ffciwdine t*l*ty e*vic*t. 102 ' Irf* wiovi

Ov*r*M Combination Length en Truck- Other Reed* Trailer

NP 90" - 65"

60 75" 70"

NP NP NP

NP NP 65

NR 60 NR60"NR" NP

NP NP NP

NP 59 NP

NR 65"NR

NR 70 NP

NP 65NP

NP 75 NRNR" 75"NP

NP NP NR" ,

NP NR NR

NP NP 60"

NP NP 85"

NP 70 NR"

NR" 65 704

NP 60 55

55 60 65

75 604" 6065" 65 65"

65 60 55

60 65 65NR" 65" 75

70 70 60

62 65 60

60 75 65

70 75" 65"

60 60 80NR" 65 65

60 60 7560" 60 85

•AntMwiMniM ott^niM (New j*

FOOTNOTES - L*o** 1 loo *u* liuct M' ' Stnwitiier fcngin

* S*niUM4i long**

" 4t on tnnutl o*'n\

" OcMcomoraioii wniuft**! englft M

" U***ur*0 SI wft***t mow w* on c*n*m lo tfv*f*l irKW**

m t n *ctoi-**nw* o**vw*4 ivghweyi

Access Proirlelen* le Inurslal* A Designated System

Se* D* lau 25 Miles S** DetailAH Roads Se* Detail AU RoadsS** 0*un S** D*taU S** OeiiilS** Detail S**D*taii S** DttaiiAU Roads See Detail AH Ro*dsS** 0*|*U AU Roads S** D*taUS** D*laa S** Detail See DeuilSee Detail S*( Dtlail Se* 0*lailAll Roads Se* Oatail All RoadsAll Roads Se* Detail S** DetailS** Detail S** 0*i*JS** DetailSt* Detail Se* D*Uit Ail RoadsS** Deuil Se* Detail Se* DdailSee Detail S** Detail See DetailSe* Detail All Ro*ds AU RoadsS** Detail Se* Detail All Roads

Se* DetailS** 0*lail All Roads

&IQIQSI. M IOMI. *IC*pl 96'Myl

WMM lo 4S* on imtrii*

iauv* orotr t I I** cnlioM to" *nnu*l H unofrn lo in* i*v or in* t** •noti m ant nx (em xvM It nOI *U**OM KM MhMvn ilMlmg *n* t :

nwr*4*i WAom on MA*I fo* e*K***n kmgoin *no f*l'nx '•••i comotfulan oil inti — ClMmM - M' l* M^tuxi

l* *nd

w ua

limn)

msui*

no f**'-W04I01 )ll 111*mill*.

360 OFFICIAL ONTARIO "SHIP-BY-TRUCK" DIRECTORY — 1987


SUMMARY OF SIZi 4 WEIGHT LIMITS American Trucking Associations, Inc. 1985 May 1985.

WEIGHT (IBS) INCLUDING TOLERANCES

Axl* Ulmin (Ibi) Including Tol*r*nc*i Slngl* Ail* T*nd*m Ail* Other

20.000 20.000 20.000

20.000 20.000 20.00022.400 20.000 22.000"

22.000 20.3*0 24.000

20.000 20.000" 20.000

20.000 20.000 20.000"20.000" 22.400 20.000"

22.400 20.000- 20.000"20,000" 20.000":o.ooo20.000 20.000 20.000"

22.400ji.60020.000

20,000 20.000 20.000

20.000 20.000 10.000

22.400 •0.000 8.000

M.OOOiO.OOO M.OOO

10.000 B.OOO•o.ooo70.000 0.000 0.000

39.600" 34.000 34.000

34.000 34.000 36.000"36.720 34.000" 38.000"

44.000 37.340" 34.000

34.000 34.000" 34.000

34.000 34.000 34.000"34.000" 34.000 34.000"

36.000 34.000" 34.00034.000" 34.000" 34,000

34.000 34.000 34.000"34.000" 34.320 34.000"

34.000 34.000 34.000

34.000 34.000 34.000

36.000 35.200" 34.000

34.000 34.000 34.000

34.000 34.000 34.000

34.000 34.000 36.000

it it i*

11 iiNRM

NR NRt* NR NRu

NR u

NR NRW. M

l*.*'

M. M

II

H

tt, 44

M

H

M. H

NR NR w

M,*J

U

M

NR •iI*.H

II

M

H.4M

NR NR i*

NR IM'

II

M,*l

M, M

M. M

M

V

M.M

QroM W*lghl L*w Type ol Retlrtctlon

Formula B Formula B FormuU B. Tabl* A"

Spec, timilt. Form 8" Table B Formulas A t, B"Spec Limits. Form B Formula B" Table A

Table A. Form 8" Formula B Form B". Spec Lim

Table B Formula B. Table A" Formula B

Formula B Formula B Specific Lunns

Specific Limits Formula B" Formula B

Formula B Formula B Formula B. Table A"

Formula B Formula B, Table A" Formula B

Table B Formula B Formula 6

Formula B Table A Table A. Formula B"

Formula 8 Fo'mula B Table A

Table B Table B Formula 8"

Specific Limiit Spec. Umis. Table B" Formula B

Formula B Table 8 Table B

Table B Table 8 T awe BTable B Table B Form B, Spec Lim."

Minimum Allowable Orote Weigh! In Pound*

Interim* Other Roadi

80.000

60.000

80.000 80.000 80.00080.000 80.000 80000

80.000 80.000 60.800

80.000 80.000 80.000

80.000 80.000 80.000

80.000 80.000 80.000

80.000 149.000"

.. 80.000

80.000 60.000" 80.000

80.000 ' 80.000

80.000

80.000 86.400 80.000

80.000 80.000 80.000

80.000 80.000 80.000

80.000 80.000 80.000

80.000 80.000 80.000

80.000 80.000 80.000

80.000 80.000 80.000

80.000 109.000 80.000

80.000 80.000 8500080.000 80.000 80.000

80.000 80.000 88.880

105.500 73.280 80.000

80.000 S5.500 80.000

80.000 80.000 80.000

80.000 154.000" 73,280

80.000 73.260 80.000

95.000 109.000 80.000

60.000 86.400 80.000

80.000 105.500 80.000

90.000 80.000 80.000

80.000 73.280

129.000.

80.000 80.000 80.000

80.000 80.000 80.000

80.000 80.000

117.000

JurisdictionAlabama

AlaskaP Aruona

Arkansas California

P Coio'iaoConnecticut

Delaware Dist ol Columbia

P Florida Georgia Hawaii

P idano Illinois

P inaianaIowa

P Kansas KentuckyLouisiana

P Mame Maryland

P Massachusetts Michigan

MtnntaouMississippi

Missouri P MontanaP Nebraska P Nevada

New HamosnirtNew Jersey

New Meiico P New York

North Carolina North Dakota

P On*Oklahoma

P Oregon P PennsylvaniaP Rhode island

Soutn Carolina Souin Dakota

Tennessee Teias

P UianVermont

P Virgima P Washington

West Virginia Wisconsin Wyoming

- tr. HMou - 40 . IftMn* - 40 1" |W low*UrmlML kw.4 - 40 ItUVMWU - 4VAJiaoq at ol VMM. in* furajik/viti' au* m*mx 41' M KM 110 Oi4'W xngm nol 4*c**Oif 45*mo**d on 10401*4 11*14 nv**ltt OT — 1I4I* HO* inon*r cvrcwuiani w rot MIKWI 41 S**n or bom ixw*. wunmgioA

n: wyonvng — tt umiww. 40' l/wwOV4/W I MCO (O *5'

i o* If***' Mngtfi wnrtM or) InMititi* A rt* 40' l'*4*r unri *TM SO

04UU — 4S WIM'tn* m " I 'M*' UIM( KOITrue* wo luit*' Mngm wnu aopiy

)IU - WdeM HI?** nm. l* 000 M*

MIIKM *nd omfvwa mum PVI m* nwti KMH I K-WW.II. pkll UK Mtl *C(*U lUiluulilHigrxi WTMI *ikw*a on imwttto irtixnJO 000 WOn IM*XI4I* (nwm tng OHVKM4 IK OOO C* i^gx. K . 000 M unatmOMOV ri j*o IMM.OOO IM UnrMA **l* lor v*fwcl* COM*tSS'MMn9MO"!}*3iM fail M^ni 9.44111 UnO*m *now*nC4 lor 9*41101411*144 41.000 IM Vt-ta* it.ooo IM n*xixg *utIZ.iOOIM *IM"ng ••M w*tfl •ictJOl (HO M MCM lu* MUri UMO —04KX4 M47 mir eery too Of : Uotun* — ticiuatiii4* UH tram KM*00 IMAncn Mill olb'nSO 000 IM IrKuu on i irtwn 41.000 IM 11x111* on

MOOOIM H.-4U4700 IM ruxn wO" ol lul1 1.000 M 11x1*19411*510 IM Men xow ol l"4it 000 u injureSi.OOOIM l'i-4Ji44} 400 M HUM. W*tl V'tn* — 41 14441 C Ol IMOtt*. I44UU4OfvtnM 8 *o0Mf on inwtuM tvMrMn Foonuu a MpKn Ov*r 7} J*0 M t'041 M^M SOKiW WIMI *0plf tt KMriUW 4trW*"l f 0"rW4 l 40BWI Ov*' 71 111 M COM o*i**lT .o* * ue*i on IW4HUI4 tne otventiM ini*mFOOIW4 8 MCMI Oi*r II 000 M g'OU **OAI 14046*0041 OMf Tt ItS C* you Mtjnl on 104*1141*

n gioti **om u MM nun mto 4^* MAX) IM I*n04vn rui* ofl irv (M IMAWK *T '"4

MU44IOI1000IH•n 11.000 le WM""4 to*

OFFICIAL ONTARIO "SHIP-BY-TRUCK" DIRECTORY — 1987 361

z x vi i i

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bold lace ate in standard units (tt., in.. ID.}. Figures printed in light lace are in metric units (m

. kg)

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Straight truck and tandem M traler: Saifes

Tandem stral{ht truck and tandem fii traler: 6 ailei • OTractor semHraler,hi traler:5 axles - A-bain

Tandem tractor, tandem Iraier, hi traler: 7 axles - A-tra'n

Tandem tractor, tandem semitraler, tandem hi t/aler: S axles - A-tra'n

Tandem tractor, tandem semitraler, tandem semitraler: 7 axles - B-trah

Tandem tractor, 3-iri* semftrata, tandem lemttrakn l axto - B-traJnFar Krth*r kiformitton contact:

. Ws.-J7J.72l3)

89,30040.500

F.L.C

107,00048.500

F.L.C

89,30040.500

115,700 52.500 H.L.U

118,00053.500nut124,600 56,500 H.L.U

124,600 56.500 H.L.IL

7M/ S7J.JIOI

89,30040.500

L.W

107,00048.500

89,30040.500

110,25050.000

W

110,25050.000

W

110,25050.000

110,25050.000

424-5*7}

89,30040.500FF.B8

106,900 48.500 FF.BB

I

l*~f

E S.

.52 'o2L

C/)

125,00056.500BB.FF

Special Permit

so*/4SJ-2I02

l*-*

e S.co 'os.to

W&-2474

106,90048.500

J.P

126,80057.500

J.P

106,90048.500If

126,80057.500

J,P

126,80057.500

If

126.80057.500

J.P

126,80057.500

J,P

4II/ MJ-MJS

104,71847.500e.z123,45756.000

G,Z

104,71847.500

fi.2

139,55063.300

G,Z

140,00063.500

6,Z

139,55063.300

G,Z

140,00063.500

6,Z

41*7

87.50039.700

X

102.75046.600

X

92,40041.900

X

122,80055.700

X

124,60056.500

X

118,00053.500

X

118.00053.500

X

MS-3ISI

87,00039.500

K,))

102,00046.300

K.JI

92,00041.700

K,))

118,00053.500

K.ll

118,00053.500

K.ll

118,00053.500

K,)J

118,00053.500

K.JI

JO*/ 7174141

91.00041.300

W

106,00048.100

W

96.00043.500

W

118.00053.500

W

118,00053.500

W

118.00053.500

W

118.00053,500

W

40J/ MOSMJ

83,80038.000

C.T.V

107,10048.600

T,V

83,80038.000

T,V

127,20057.700

C.T.V

140,00063.500C.T.V.

124,60056.500

C.T.V

140,000 63.500 C.T.U.V,

W4/ JI744M

90,60041.100

E

117,30053.200

E

•o.slas

S.rt

tVi

139,60063,300

6

139,60063.300

G

40J/ (C7-S670

80^7030,

89,29044.704

RR

89,29036.576

116,84054.000

ss

116,84054.000

SS

116.84054.000

116,84054,000

40J/ )I4-U41*

Explanatory not**1

t —

O—

M— l—

limilxJbyl*nglhollr*inonfy, oc*pl In Alb*1t. Min.tnd Silk,. whx*Iwo trtiioi tii g*n**ifty p*rmltl*4 md Iripi* lr*il*'i *r* tllow*d ondivWid hiQh*iyi by *p*Cill p*rmilK g'oii -tight ol eomblntllo* l* gr**l*r thin 24.000 Ib ( 1 1.000 kg)Box) on Und*m ot* tpicWvg btfw**n t* *nd 7 J In (l. t *nd 1.13m)A comDinirion mull not *ic**d 70 t h (J l l m) — 75 5 ft (2) m) kiAl6**li. Mm . *nd Silk tnd bf**/* dllttnc* from pm lo turmoil Inlierli 65 (l (It 7i m) or toll Mn. i*flii-tr*ll*r length, 4t fi (14 t m)MJH mid *ii* tpictag **d IK* Hi* nguiilioni Bn*d on l I.OOO Ib(oOOO kg) on ll**rmg ol*. but l-b|*cl lo kvcrio* wh*n Ironl ol* *nd1lr*i d*non*4 lor nw* Oroit w*lgM oow (t.OOO b (M.&OO kg)• iKnitd onry on c HI lin ht0b**riAoa ioi*'inc* D) 1 100 ib (too kg) pt* ol*rni li tt** lK*or*llc*! mn. g/ol* *44ghl *How*d on * vvhicl* or combl-

lion wnrt (Mi numb*r ol *il*i. obl*ln*d ttom OnUrio MTC l*b***.llumlngmii ip'nfll *ftd It.SOOIb (OOOOkg) li on l lil*..i i*g(f^*n ol KillKd on It t n (4 t m) mln d*l!*nc* t*lw**n rwo *it(*m* Hill*/ 1*1

Mull m.*t rKÎXIon* on *il* tptcmg (from M. WO fc/IT.AOO kg lo 44.OWI to/ 2O.OOO kg) and I k* lot D U *i rronl ol* I t./OO Ib (i&OOkg) but cipiclty muH b* docum*nl*d O*** 12. 12t fc (SftOO kg)

on I O.OOO Ib (44M kg) on il*4rVvQ i.l* — XXX) Ib (46OO kg) In NS — DArt *vbt*ctlolnc'**l*oti*n tf*|ten C*p*clty mor* In N S mx tf*^*nd* on *pr*4d*. According lo *pr**d* *nd I k* *ll* In H I *nd Ntd m*i. on drtv* t*n-o*mii jr.6Oob(ir.oootg)

o/oil

lion with Ihl* numb*r Of *K)*I obllin*d from Ou*b*c l*b)*l. *tlumlng44.0OO Ib (IMS* 4 kg) t ind.m *il* tt ( fi (2 44 m) IfXlidl. *nd 11.'SOIb (MOt kg) Irom til*

Q-Ôn* fun Irtll*/ onl/. though m*y b* low*db*fttnd * t*mitr*il*r p/ovldtngcombln*1ton l* no mor* Ihtn 70 9 fi (21.B m) long 3*4 not* D.

N— Mn. lcnglft ol tomitrillM 4* B (13 7 m ) t— Mn. l*nglh ol •wnllrtll*) 44 fi (14 tS m) T— B*t*d on I2.OOO Ib (6JOO kg) *l**rlng ol* *nd providing xhicl* m**t*

• •l* tpr**d *nd llr* r*4ulr*nxnlt U— Thrit lil* group profMbil*d vntti* trii md'or Uil tl**r* or tnku-

1*1*1. V— No comblntilon lo oc**4 tl.774 Ib (M.OOO kg) un!*ii Ih* gio** mat*

lohor**pow*f r*lto oc**d* 1)1 ib'hp (1ftOkgrhp)*ndrl htt two oVW*til**

W—On d**lgn*i*d hôiyi onfr Mull m**l tprctd IMS Ik* r*4uw*m*n| (Front l"l* loid ol lO.OOOIb (4140kg) **ium*4 In Alb*n*. m*( loidlngpig* lol*r*nc* Bivi l It.OOO Ib ( JMQ k g) fronl-ol* told to N S , IK*.groil w*ignl on Sch*4ul* C Mgfiwiyt i* l IO.OOO fc (M.OOO kg), on (MOlh*rt. M.OOO Ib (M.tOO kg)

X—Ol Clttl Al hlgrotyt only Flonl ol* ot I2.00O k (ttOO kg) l*• llurn*4 Mo groii w*.ghl mull not oc**4 2OO Ib (9Okg) p*r lOnwn Ol Ik* Irttd wkflh A lO^k kvcrtii* In lind*m ikigl* l il* or OK group w*tflht* l* *ppHc*b** on Ci. 11 A l 1*4 B l fuetn.tr!. D*c l lo r*b. 2*. wflh (pproprl*!* M*n Hc*oc*

X— Front ol* over l I.OOO Ib (tOOO ko) mull b* rtltd lor ***flM *nd OVKof mull ctrry vKllcilVon o* rtllng

AA —D*p^xtMgon ol* *p*clng Supx Hog** Ik.i. M.OOO b (It.OOO kg)• l — Mil l*nolfi ol |r*ll*r or ••mrtrili*: 41 0 n (14 n)CC —78 t H (M m) M two w mor* inlcuUtkxi potnli **4 kon( kkigpln lo r**r

ol conblntllon dot* nol oc**d tt K (It 7t m)OO — OVoil m* 11 on any vtM*! l* no-, lo oc**d 242 t b (110 kg) p*r cm

wfcfln 1C — No tr*U*r or i*ml lrtil*r *h*N *ic**4 41N (14 t t m) In l*ngth. *nd Ih*

dunne* Irom Ih* ctnlr* ol Ih* lor*moil pki lo Ih* bick ol Ih* f**r-moil Irtll** In t comblnillon ihiK nol *ic**4 tt ft (II 7t m)

f f— A tiuming IO.OOO Ib (4&OO kg) on front ol* Oral* w*lghl* oitrM.OOO Ib (M.SOO kg) tllowod only Of) *p*cM*d hlghwty*

DO—W*ighl bt**d on 10In (21 4 em) Ik* lit*: vti*r* il**rlng ol* Ik* Hi*l* k,cr*M*d. mo illowibl* o*igM l* kw*ti*d (ttl (to'J&Okg P**lk*lor**cfion*kicft(2 M em) ktcr**t* tbov* 10 w la * molmum ol14 In. OS l cm) ik**

HH- Tol*rtne* ol MO Ib (4oO kg) on *tch lil* JJ— Slxrlng ol* v*lgh| I2.0OO Ib (ttOO kg) *ub|*ct la m tnultclur*/4*

mugUK — Mn li 4n(tm)lromr**rmo*lol*lor**rolv*filcl*. LL— Thlt mviknuffl lnclud*i lol*r*ne**. MM—f igurt* Ihown ir* tor du*l lir*t. For tlngl* Iko. molmum lo*d l*

11.100 Ib (0000 kg)NN— 722 N (220 m) il two or mor* tntcvdillon point* P?— 7t t n (2tm) Io4 *ny v*Mcl* eomblntllon II dliltnc* b*fw**n r**r ol

trcclor ctb *nd r**r ol rh* combMitkM ol v*Mcl*l It t2 M ft (II m) orl*ll or Hdi*l*nc*b*tw**nc*nlr*ol1h*klnaplnolth* *'il lrtll*r*ndIh* r**r ol Ih* combkitllon ol v*hlcl*t l* M H (11 7t m) or l**t

OO — Truck/litU*r combination70 SH (21 Sm):pow*r unil'lr*il*r combin*-lion 7i S n (23 m)

•m—K dltltnc* b**.**n |h* Irvck Un4*m ol* *nd Ih* lr*l ol* ol Ih*1nu*r l* l*i* Ihtn B l It. O m), mn. tlowibi* wtignl l* M.e)t *(M.I7lkg).

M— H In* di*t*nc* b*lw**n rh* l*nd*m ol* o* rh* *r*l Kill*' *nd Ih* I'llol* ol ttv. t*cond hilU* l* t*i* Ih** tt K. (J m). Ih* mo tUowibl***leM l* M.W4 t) (44.704 kg).

TT— On*lr*lt*r. 70 t B (2 l t m): two lr*ll*rt. tOfl (24 4m)

xi xi a lvl 3 cd cj t*


Ministry of Transportation and Communications

April/May/Jun* 1985

PHYSICAL DISTRIBUTIO NEWSLETTER

Never before have Ontario firms faced more competition in selling their goods in the North American market. As trade barriers fall, new competition from industrial and third world countries has forced firms to scrutinize all Cost components of their selling price including transportation. This often results in complaints to the Ministry about the high level of freight rates to U.S. markets. Some people mistakenly believe that freight rates in Ontario are set or controlled by the government. This is not so. Transport ation price* are set in the marketplace.

TRANSPORTATION RATE AND SERVICE NEGOTIATIONS

The purpose of this article is to review a numberof important principles of negotiation as they apply to freight transporta tion. In Ontario, shippers and carriers are free to negotiate agreements that best suit their respective needs. Rate levels are also totally open to negotiation, the only requirement being that the rates established for highway carriage must be published in tariff form and filed with the Ontario Highway Transport Board. The importance of this require ment will be dealt with further on in this article. At this stage, however, we will focus on those points that contri bute to successful negotiating.

Be Prepared

Without qualification, success in negotiations depends heavily upon careful and thorough preparation before sitting down with a carrier. If preparation is inadequate or non- existant, the negotiator will never know how well he actually did in driving a bargain with the carrier. After all is said and done, there remains no benchmark or standard against which the outcome can be measured.

Define Objectives

The first task in preparing for freight negotiations is to clearly define your company's objectives. This will enable you to consider the relative importance of rates and service. Too often the predominating consideration is the price of transportation. The objective is to balance the service level demanded by the firm and its customers and the cost of obtaining that services. For example, the negotiator may require the carrier to provide special equipment on short notice pick-ups. It may appear obvious but the shipper must bear in mind that special service arrangements impact directly on a carrier's costs. Therefore the shipper must be prepared to pay a fair price for services demanded. Always remember that the carrier is in business as well.

The problem of course is to determine what constitutes a fair price for service. It is certain that the shipper and carrier will have different ideas in this regard. Narrowing that difference is what negotiating is all about. That is what we will address now.

The Carrier Needs Information

If you expect carriers to provide realistic bids to haul your traffic then it is in your best interests to give them all pertinent information. Specifically the carrier must know:

(1) How often he must visit your plant site, e.g., daily.

(2) If there are special time slots that he must fit into.

(3) Annual shipping volumes, by destination if practical.

(4) Seasonal fluctuations in volumes or requirements.

(5) Typical individual shipment size.

(6) Special equipment requirements, if any.

(7) Special service requirements, If any.

e.g., - next day delivery- expedited service-i special handling

Shippers must appreciate that a carrier can only provide a realistic quote if he can cost out the demands that will be placed on his company. He must be able to predetermine how he will integrate your traffic into his overall system. How good a fit between your distribution needs and the carrier's traffic needs should determine how good a deal is possible. Therefore, providing accurate information to the carrier does indeed serve the shipper's interests.

Preparing Your Position

A basic principal of negotiating Is that It is better to over rather than under-prepare. Naturally any proposal must fall within the bounds of reality. Sound preparation will enable you to more closely estimate what the limits are. In this regard, try to develop an idea of what the carrier will propose initially, realizing full well that this becomes your worst case scenario. Also decide what is the least you are willing to settle for and build a wish list. Identify where you are flexible and those items which you will use as bargaining chips. Decide on the items that are tradeable before sitting down across the table.

Effective negotiating depends upon thorough preparation. Invest the effort and your company will benefit enormously.

The Details

Earlier we mentioned that it Is important to ensure that the carrier publish and file the new rates to which you have agreed. If the carrier does not do this then he is legally bound to charge whatever the existing published rate is. It is likely higher than the rate you negotiated.

The information conuintd narain it tupplitd directly by th* Miniiiry of Transportation md Communlcttloni In in effort to aiiist small business and indunry In transportation matters. All information it 10 tht bast of our knowtede*. accurate (t timi of publication. If chine*! do occur. evary effort will b* made to notify you as loon as

possible. Any queries concerning this informition. except as other- wiie indicated, should be directed to Mr. P. Skorochod. Head, Transportation Pricing Group. Goods Distribution Systems Office, Ministry of Transportation and Communications. 1201 Wilson Ave.. Downwiew, Ontario M3M 1J8.1416) 248-7437


DECLARATION

I, the undersigned, William M. Kelly, project geologist of Cold Spring Granite and being a member in good standing with the Geologic Association of Canada and a professional member of the Geologic Society of America, do solemnly declare that all information, fees and work presented in this report has been performed in accordance with section 77(19) of the Ontario Mining Act and I therefore make this solemn Declaration conscientiously believing it to be true, and knowing that it is of the same force and effect as I made under oath and by virtue of the Canada Evidence Act.

William M. KellyProject GeologistCold Spring Granite (Canada) Ltd

900

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

Northern Development and Mines

42016SW8138 2.13588 MCCOY'Vl"'^^ ,(S)tfzftc/flr/ofl)

•Jame and Address of Author (of Geo-Technical repor

L, KtLLi Vi Fouft St'i edits Requested per Each Claim in Columns at ri,iu.*cial Provtsions

For first survey:Enter 40 days. (This includes line cutting)

For each additional survey: using the same grid:

Enter 20 days (for each)

Man Days

Complete reverse side and enter total(s) here

Airborne Credits

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

Geophysical

- Electromagnatic

- Magnetometer

- Radiomttric

- Other

Geological

Geochemical

Geophysical

- Electromagnetic

- Magnetometer

- Radiometric

- Other

Geological

Geochemical

Electromagnetic

Magnetometer

Radiometric

htDays par

Claim

Days per Claim

Days parClaim

Mining Claims Traversed (List in numerical sequence)

xpenditures (excludes power stripping)VP* of Work Pmformed

•rformed on

•lculation of expenditure Days Credits

Total EKpendituresTotal

Days Credits

15 =

Total Days Credits may he appoitioned at the claim holder's choice. E'ltof number o* days credits per claim selectedin colmnns at nght.

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

l hereh\ certify that l have a personal and intimate knowledge of the facts set forth in the Report of Work annexed hereto, having performed the work or witnessed s^me during and/or after its completion and the annexed report is true.

M inMi) olNorthern Developmeni and Mines

Oolario

Report of Work(G.o^v.lc.lto Geochemical and

DOCUMEHTNo,wgoo*BVMMAMlW**^^^

Mining Act

- If number of mining claims traverse exceeds ipac* on this form, attach i In 1

Note - Only days credits calculated in 'h'/v'L i/r "Expenditures" led ion may be enteredC^Cf l^

Township or Area

No.

,'voy Company

....1111* *nd Address of Author lot Qfo Te

/AW., ~ f 6 3 20-echnical *tpO'T)

~T5ete~bf Survey

.Jj*yJ#L.a to) ffotal Mi let of line Cut

hti\s~mr\ f :\pifrif~ f——i^xv.—f vt vi l \—^/jfii^fT'-r—tri.^.—t vi* f t*ii*Vj,—utifj————————

;dits Requested per Each'Claim in Columns at right Mining Claims Traversed (Lisrin numerical sequence).n.1 ' 131 Provisions

For first survey:

Enter 40 doys. (This includes line cutting)

for each additional survey: using the same grid:


/an Days


v.rborne Credits

Note: Speciol provisions credits do not apply to Anaoine Surveys.

Geophysical

- Electromagnetic

- MaBn 8t O m*ter

- Radiometric

- Other

Geological

Geochemical

Geophysical

- Electromagnetic

. Magnetometer

- Radiometric

- Other

Geological

Geochemical

Electromagnetic

Magnetometer

Radiometric

Dayt per Claim

- —————

Dayi per Claim

Dayt per Claim

xpenditures (excludes power stripping)ype of Work Psiformed

jr t or meet on

rulation o* Expenditure Days Credit!

Total Expenditures

str uct'OnsTotal Days Credits may be apportioned at the claim holder'! choice Eniei number of days credits per claim selected• li CO'ufT-ins 31 right.

Total number of mining claim! covered by this report of work.

lineation Verifying Reportl hereby certify thai l have a personal and intimate knowledge of the facts set forth in the Report of Work annexed1 hereto, having performed the work or witnessed same during and/or after its completion and the annexed report is true.

ime and Postal Address of Person Certifying

.52, foul

tJorihC'in Development and Mines

(\upuit ul VVOIK(Geophysical. Geological. Geochemical and Expenditu

DOCUMENT No. — It nucnber ol minirlexceeds iptce on ihn form, attach a lisi

Note: - Only dayt crediti calculated in tM*.,"Expenditure!" section may be enteredAY il^

-. *~ ip the "Expend- Dawi-Col calumnsVlH OG - fr 0 not ute

Jjme and Addrets of Author (of GeoAechnieal report)

.22 XN lAJZfefid. OA/7-M/d•tlits pui Each Cllim in Columns at right- 1 ul PfOV'SiOnS

For first survey:Enler 40 days. (This includes line cutting)

For each additional survey: using the same gad


m Oayt

Complete reverse side nnd enter total (s) here

(horne Cierins

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

Geophytictl

. Electromagnetic

- Magnetometer

- Radiometric

- Other

Geological

Geochemical

Geophysical

- Electromagnetic

- Magnetometer

- Radiometric

- Other

Geological

Geochemical

Electromagnetic

Magnetometer

Radiometric

Dayt perClaim

Days per Claim

Days per Claim

Mining Claims Traversed (List in numerical sequence)

xpenditures (excludes power stripping)•, iw of Work Performed

3ML '."formed on Clatmlsl

L.Hculation of Expenditure Days Credits

Total Expenditures

••siructionsTotal Days Ciedits may bc apportioned at the claim holder's choice. Ente' number of days credits per claim selected.11 columns at right.

INGLANPS

&JKX1. US&

Total number of mining claims c overed by thit report of work.

l hereVy certify that l have a personal and intimate Knowledge of the factt tet forth in the Report of Work annexed hereto, having performed the work or witnessed same during and/or after its completion and the annexed report is true.

.ame aivl Postal Address of Person Certify!

DOCUMENT Nd~'•'"•'•v.i, ui Report of WorkNortnem Ouvelopmenland Mines {Geophysical, Geological, l VVd004* A *f*/ \

Ontario Geochemical and Expenditure!) i iTî T. f,, f,, j

ictions:

Mining Act

ftUt COL])

M.MtfZMN.inie and Address of Author ( of Geo-Techntcel report)

^2CJodits Requested per Efech Claim in Columns at right1 Special Provisions

For first survey:

Enter 40 days. (This includes line cutting)


i Enter 20 days (for each)

Man Days

Complete reverse side and enter totalls) here

I'horne Cretins

Note: Special provisionscredits do not apply to Airborne Surveys.

Mining Claims Traversed (LisTifTnumeric*al sequence)

xpenditures (excludes power stripping)I Y(H? ot Work Performed

j'lormed on Clami(s)

t ion o* Expenditure Days Credits

Total

nstr uctiO'iS

Total Dayb Credits nây tie apportioned at the claim h older's: ho i c t- E my r number of days credits per claim selectedin coluîns at r ight.

Total number of m ining claims covered by this report of work.

Verifying R eport ofertify that l have a personal and intimate knowledge of the facts set forth in the Report of Work annexed hereto, having performed the work

or witnessed same during and/or after its completion and the annexed report is true.arne anti Postal Address o f Person Certifying

1362 (85/12)

:

Assessment Work Breakdown

Man Days are based on eight (8) hour Technical or Line-cutting days. Technical days include work performed by consultants, draftsmen, etc..

N I'l'icin Di.'vclopTicnl and Mines

OiiMrio

Hcporl ol Work

(Geophysical, Geological, . |VVS| ..j...... .,—Geochemical and Expenditure!) lA/UUMtNT NO,

- If number of mining claims traversedexceeds space on this form, attach a lis

Not*: - Only dayi credits calculated in t "Expenditures" section may be entere

vey Comuny

COLme a nd Address of Author (ol GeoTecnical report)

^. jdits Reqijustecl pur Each Claim in Columns at right Mining Claims Traverted (List in nurnerjrjal sequence)

np CUim - Number

Pi ov

For first survey

Geophysiol

- Electromagnetic

- Magnetometer

- Radiometric

Other

Geological

Geochemical

Enter 40 clays (Th.s includes line cutting)

for each additional survey: mini) t lv s ame Q' id:

Enter 20 d iiyi " or each)

Geophysical

- Electromagneticjompltf; reveiso side iml en;.T tot.nlsl h*re

Note: Siii CM: provisions ; Electromagnetic, -.-.M^ iio not iipplv

ronclitmos (excludes power stripping)

.jid'io- o' E A; c":t. t ii-c Cays C'eci'ts

T.V.I: f M.," . : .'("'Total

Days Credits

Totel number of mining claims covered by t his report of work.

.vi ,r tni .j;)pornanc(i at the c t Jim holder's -c-nit, pc-r claim selected

Total Days Cr.pate R I'Crded Recorded , '

M i , i:i.it l h.ivu a |i i im inili in knowledge of the facts set forth in the Report of Work annexed hereto, having performed Ihr work i. lAinng ond/ot after its completion and the annexed report is true.

Of Person Certifying

32- fwfi.'

Ministry of, Northern Development

and Mines

Report of Work(Geophysical, Geological,

DOCUMENT No.

' Ontario Geochemical and Expendifuresn^

Mining Act

rtttructioni:

Survey(s)

Claim Rolder (s)

— If number of mining claims traversed exceeds space on this form, attach^jjt.

Note: - Only days credits calculated r ^ "Expenditures" section may be enterel

s In the "Expend. Days Cr." coluwis . —.- Do not ute shaded areas below. \JC ' li '

Township or Are*

Address

Survey Company

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

(MfiMTz^CcMfm)'ffi. -*iSJL-(®E,——m * J *J|L

Protpector'i Licence No.

Tottl.Milat of line Cut

^__ ——i- -^i-^.—-^———:———- T ~ f " fi ^ r~rr"^ r ^^^ ~~ ir -T -

Credits Requested per Each Claim in Columns at rightVEPZfiti

Mining Claims Traversed (List in numerical sequence)Special Provisions Expend.

Da y i Cr.For first survey:




i Complete reverse side l and enter total(s) here

Airborne Credits

' Note: Special provisions l credits do not apply

Electromagnetic

Magnetometer

Radiometric

JIIJMC LOTto Airborne Surveys.

Expenditures (excludes power stripping)[Type of Work Performed

Performed on CtaimU)

Calculation of Expenditure Days C redits

Total Expenditures

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

7otal D ays Credits may be apportioned a t the c laim holder'* choice Enter number of days credits per c laim selected in columns at right.

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

Name^and Postal Addrev of Person CertifyJdrea of Person Certifyioa ** A ^ ^

/"&XY 32 fouR SZ&SoJS PR* f ' r\.*- r

1362 (85/12)

Dite Certifi

'^•••^•'•*m**. V,'. :-o:.^:.-. .vi'-.'^mv.-

V' •''/.-aV -, ''A 1}

Man Days are based on eight (8) hour Technical or Line-cutting days. Technical days include work performed by consultants, draftsmen, etc..

••fs

July 30, 1990 VIA TELEFAX: (613) 224-4347

Will Kelly32 Four Seasons Drive , . -. -~Nepean, Ontario, CANADA KZE 7P8

Ref: Sample Preparation; Canadian Red Si Canadian Black

Enclosed is an estimate of our costs involved in the preparation of test samples for Canadian Red and Canadian Black Granites.

The total amount for both colors is S905.71, delivered to Twin City Testing Corporation.

Please feel free to call me if you have any questions.

Sincerely,

COLD SPRING GRANITE COMPANY

Charles J. Muehlbauer

COLD 8PRINQ ORANITE COMPANY/COLD SPRING. MINN. 5B3SO/TEL: 612-BB5-3621(OUT OF STATE TOLL FREE BOO-32B-7O3Q)

July 30, 1990

COST ESTIMATE

Sample Preparation: Canadian Red Granite Canadian Black Granite

REDREDREDRED

ELKBLKBLKBLK

C97 Se C 170C97 Si C 170C97 Si C 170C97 Si C 170

RED C99RED C99RED C99RED C99

C97 Si C 170C97 Si C 170C97 Si C 170C97 Si C 170

BLK C99BLK C99BLK C99BLK C99

Single wire Slabs @ 2"Hone Slab Faces to PlaneCore 2" Dia CylinderBlunt EdgesSingle wire Slabs @ 2 1/4"Hone Slab Faces to PlaneJointing 4" x 8"Blunt EdgesSingle wire Slabs @ 2"Hone Slab Faces to PlaneCore 2" Dia CylinderBlunt EdgesSingle wire Slabs @ 2 1/4"Hone Slab Faces to PlaneJointing 4" x 8"Blunt Edges

Subtotal: Transportation From Cold Spring to St. Paul, MN:

Total Cost of Sample Preparartion:

1.53995

102424

1.53995

102424

SF @SF @Ea @Ea @SF @SF @LF @LF @SF @SF @Ea @Ea @SF @SF @LF @LF @

816.7719.13S4.50S2.81

ei6.77*Q 1 O V I/ 4 X O

S2.79* o 01^p fa * O X

S16.77*k Q 1 *3*P J7 * JL O

S4.50S2.81

S16.77$9.13$2.79S2.81

S25.15 $27.38 S40.50 S25.27 S83.84 S91.26 S67.07 S67.39 S25.15A o O O

S40.50 S25.27 S83.84 S91.26 167.07 S67.39

S855.71 S50.00

S905.71

COLD SPRINQ ORANITE COMPANY/COLD SPRING, MINN. 5632O/TEL: B12-BB5-3B21COUT OF STATE TOLL FREE BOO-328-7O3B)

DECLARATION

I, the undersigned, William M. Kelly, project geologist of Cold Spring Granite and being a member in good standing with the Geologic Association of Canada and a professional member of the Geologic Society of America, do solemnly declare that all information, fees and work presented in this report has been performed in accordance with section 77(19) of the Ontario Mining Act and J therefore make this solemn Declaration conscientiously believing it to be true, and knowing that it is of the same force and effect as I made under oath and by virtue of the Canada Evidence Act.

William M. KellyProject GeologistCold Spring Granite (Canada) Ltd.

Wire Sawing

Slabs obtained from the wire sawing, using a single wire saw, are as follows:

Canadian Black:

First Group: 2 slabs 4'X 6'X i"l slab 4'X 6'X 8"l slab 4'X 6'X 6 "l s lab 2'X 6'X 6"

Second Group: 4 slabs 4'X 6'X 3/4"l slab 2'X 6'X 6"l slab 4'X 6'X 8"l slab 4'X 6'X 6"

- 48 sq.ft,- 24 sq.ft,- 24 sq.ft,- 12 sq.ft.

- 96 sq.ft,- 12 sq.ft,- 24 sq.ft,- 24 sq.ft,

Total produced - 264 sq.ft.Total sq.f t.applied towards assessment credit - 156 sq.ft.

Total associated production costs * 2028.00 CDN. ( based on 13.OO per sq. f t.)

Observations: Due to the absence of quartz this sample was cut with great ease. The samples, cut from the block, held together quite well with few problems during this phase of evaluation.

Canadian Red:

First Group: 2 slabs 4'X 8'X 6" 2 slabs 4'X 8'X 8" 2 slabs 4'X 8'X l" l slab 2'X 6'X 6"

- 64 sq.ft- 64 sq.ft- 64 sq.ft- 12 sq.ft


Total produced - 344 sq.ft.Total sq . f t. appl ied towards assessment credit - 14O sq.ft

Total associated production costs 13.00 per sq. f t. )

1820. OO CDN. ( based on

Polishinq

Canadian Black:


Total sq.ft. applied towards assessment credit - 156 sq.ft.

Total associated production costs * 1248.OO CDN. ( based on * 8.00 per sq. ft.)


- l -the pyroxenes and amphiboles. Overall the finished samples accepted a high polish and had a good homogeneous appearai.ce. The colour when polished ia an attractive black-green. Some concern was expressed over the microfracturing and iron stained seams which were quite visible after polishing. It is, however, speculated that these negative physical characteristics may be a result of surface weathering.

Canadian Red:



Total associated production costs * 1120.00 CDN. ( based on 4 8.00 per sq. ft.)

Observations: Numerous passes were required for the polishing phase to determine the optimum parameters and in order to obtain a reasonable polish. Despite these attempts minor pitting was observed in all processed samples. This'was caused by the apparent plucking of the mafic minerals, namely the amphiboles. Overall the finished samples accepted a high polish and had a good homogeneous appearance. The colour when polished is an attractive orange-red.

Thermal Finishing

Canadian Black:



Canadian Red:



Tile Production

Canadian Black:

A total of 96 sq.ft. of the produced 264 sq.ft. were used in the fabrication of i sq.ft. tiles, at total of S4 tiles were produced from this process. Tile production included the samples being blunted, gauged, and jointed.

Total sp.f t.applied towards assessment credit - 96 sq.ft.

Total associated production costs * 624.OO CDN. ( based on * 6.5O per sq. ft.)


Canadian Red:


Total sq . f t .appl led towards assessment credit - 128 sp.-ft.

Total associated production costs * 832.OO CDN. ( based on * 6.50 per sq. ft.)


DECLARATION

I, the undersigned, William M. Kelly, project geologist of Cold Spring Granite and being a member in good standing with the Geologic Association of Canada and a professional member of the Geologic Society of America, do solemnly declare that all information, fees and work presented in this report has been performed in accordance with section 77(19) of the Ontario Mining Act and J therefore make this solemn Declaration conscientiously believing it to be true, and knowing that it is of the same force and effect as I made under oath and by virtue of the Canada Evidence Act.


Wire Sawing

Slabs obtained from the wire sawing, using a single wire saw, are as follows:

Canadian Black:

First Group: 2 slabs 4'X 6'X l" l slab 4'X 6'X 8" l slab 4'X 6'X 6" l slab 2'X 6'X 6"

Second Group: 4 slabs 4'X 6'X 3/4"l slab 2'X 6'X 6"l slab 4'X 6'X 8"l slab 4'X 6'X 6"

- 48 sq.ft,- 24 sq.ft,- 24 sq.ft,- 12 sq.ft.


Total produced - 264 sq.ft.Total sq.ft.applied towards assessment credit - 156 sq.ft.

Total associated production costs * 2028.00 CDN. ( based on 13.OO per sq. ft.)

Observations: Due to the absence of quartz this sample was cut with great ease. The samples, cut from the block, held together quite well with few problems during this phase of evaluation.

Canadian Red:

First Group: 2 slabs 4'X 8'X 6" 2 slabs 4'X 8'X 8" 2 slabs 4'X 8'X l" l slab 2'X 6'X 6"



Total produced - 344 sq.ft.Total sq . f t . appl ied towards assessment credit — 14O sq.ft

Total associated production costs 13.OO per sq . f t. )

1820.00 CDN. ( based on

Polishinq

Canadian Black:



Total associated production costs * 1248.00 CDN. ( based on * 8.0O per sq. ft.)


- l -the pyroxenes and amphiboles. Overall the finished samples accepted a high polish and had a good homogeneous appearance. The colour when polished ia an attractive black-green. Some concern was expressed over the microfracturing and iron stained seams which were quite visible after polishing. It is, however, speculated that these negative physical characteristics may be a result of surface weathering.

Canadian Red:



Total associated production costs * B.OO per sq . f t . )

1120. OO CDN. ( based on

Observations: Numerous passes were required for the polishing phase to determine the optimum parameters and in order to obtain a reasonable polish. Despite these attempts minor pitting was observed in all processed samples. This was caused by the apparent plucking of the mafic minerals, namely the amphiboles. Overall the finished samples accepted a high polish and had a good homogeneous appearance. The colour when polished is an attractive orange-red.

Thermal Finishing

Canadian Black:

A total of 32 sq.ft. of the produced 264 sq.ft, to the thermal finishing phase of this study.

were subjected

Observations: There were no observed associated problems with this process. The stone reacted well to the thermal finishing, the samples had excellent spelling characteristics.

Canadian Red:


Observations: There were no observed associated problems with this process. The stone reacted well to the thermal finishing, the samples had excellent spelling characteristics.

Tile Production

Canadian Black:

A total of 96 sq.ft. of the produced 264 sq.ft. were used in the fabrication of l sq.ft. tiles, at total of 84 tiles were produced from this process. Tile production included the samples being blunted, gauged, and jointed.

Total sq.f t.applied towards assessment credit - 96 sq.ft.

Total associated production costs * 624.00 CDN. ( based on Si 6. 50 per sq . f t. )


Canadian Red:

A total of 12B sq.ft. of the produced 344 sq.ft. were used in the fabrication of l sq.ft. tiles, a total of 114 tiles were produced from this process. Tile production included the samples being blunted, gauged, and jointed.

Total sq.ft.applied towards assessment credit - 128 sq.ft.

Total associated production costs * 832.00 CDN. ( based on * 6.50 per sq. ft.)


DECLARATION

I, the undersigned, William M. Kelly, project geologist of Cold Spring Granite and being a member in good standing with the Geologic Association of Canada and a professional member of the Geologic Society of America, do solemnly declare that all information, fees and work presented in this report has been performed in accordance with section 77(19) of the Ontario Mining Act and I therefore make this solemn Declaration conscientiously believing it to be true, and knowing that it is of the same force and effect as I made under oath and by virtue of the Canada

an r-a d r~ 4-Evidence Act


TRAILERREMOflOue

380825SUPPER EXPEDI-

TEUH

TRACTOR

352021DAY MO i VW

JOUR MO i AN

IS 9-88MJ.OFLADMONO

NO DE CONNASSEMENTCUSTOMER NO 1 REFERENCE NO 1 COLL NO DE CUE NT 1 NO W REFERENCE' TERM

180800 1 (45COLD SPRING GRANITBs;-^ — MARATHON ONT.

COD SOU

COKSOnot

~-M 1 PRO BU NUfcBER- NODE PRO BILL

ffi w .25240PAGE

COLDSPRING GRANITE COLD SPRING MINNESOTA

QRIO CARRIER TRANSP. DORK3WE

C/CPHONO NO DE PRO

3 UNFINISHED GRANITE BLOCKS

BILL TO:COLD SPRING GRANITE BOX 730 LAC DUN BONNET MAN.

40,000 LBS

TOTAL PCS i TOTALPOOS —..,. CHAR06ABLE/VXUME WOT^ l FACTURES"T6w.

P.O. BOX 333, WINNIPEG, MAN. R3C 2H6

jCvwjCE LIAB"**NCE J BEYOND LIAB FRAIS KvisfA

.000 BS

2.60

PAID

$1170.00 U.SJ

INVOICE FACTURE

A 350

YOUR PAYMENT SHOULD REACK OS NO LATER THAN VOTRE PA1EMENT DEVRAIT NOUS PARVEIWl'AU PLUS

OCT. 28/68

FREIGHTP.O. BOX 333.

WINNIPEG, MAN.R3C2H8

THIS IS YOUR INVOICE

WINNIPEG C2041 633-7179

COLD SPRING GRANITE BOX 730LAC DU HONNET MAN ROE 1AO

WEEK

38SEM

! 45YEAR l MO. l DAY

tJ6[ 09[ 30ANNEE ! MOIS ' JOUR

WEEKLY BILLING FACTURE HEBDOMADAIRE

PRO NO. PRO

45025240AMOUNT MONTANT

1450.80

TOTAL 1450.00

RETAIN THIS PORTION OAROER GETTE PARTIE

COLD QPRINO GRANITE (CANADA) 224 BIO FREIGHT

TRANSACTION DATEy/so/oa— REFERENCE DESCRIPTION GROSS AMOUNT DISCOUNT NET AMOUNT———1,4SO*QO

CHECK DATE CHECK NUMBER TOTAL GROSS TOTAL DISCOUNT CHECK AMOUNT

10/26/00 9533 1,430*00 .00 1,450*00DETACH BEFORE DEPOSITING

COLD SPRING GRANITE (CANADA)P,O, BOX 730I..AC DU BONNF.T MAN ROE 1AO

No- 009535CANADIAN IMPERIAL (ANK O f C OMMIRCC

WINNIPEG, MANITOBA R1C IP)

A COLD SPRING COMPANY

Omt Thousand Four Hundred Fifty and 130 /lOOth c:

DATE10/SeVOQ

CHECK NO.9535

CHECK AMOUNT1,450*00

PATTOTHiOROEft

OP

DIG FREIGHT * P O BOX 333 WINNIPEG, MANITOBA CANADA

USAR3C 2HA

1:00007*0*01:


Ontario

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

Mining Act

Instructions: — Please type or print.— If number of mining claims travers

exceeds space on this form, attach a liNote: — Only days credits calculated in t

"Expenditures" section may be enterin the "Expend. Days Cr." columi

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

—ted*Claim Holder(s)

COLI).

Township or Area

Address

Prospector's Licence No.

-urvey Company

^ .Name and Address of Author (of Geo-TXchnical report)

Date of Survey (from Si to)

lo. l Yr.

JTotal Miles of line Cut

fi 32 PR,Credits Requested per Each C^aim in Columns at rightSpecial Provisions

For first survey:


Geophysical

- Electromagnetic

- Magnetometer

For each additional survey: | ' Radiometric using the same grid: i


Geological

Geochemical

Days per Claim

Man Days


i Geophysical

-. - E lectromagnetic

- Magnetometer

- Radiometric

- Other

Geological

Geochemical

Days perClaim

Airborne Credits

Note: Special provisions Electromagneticcredits do not applyto Airborne Surveys, j Magnetometer

Radiometric

Expenditures (excludes power stripping)Type of Work Performed

Performed on Claim(s) '

7^3o;

Calculation of Expenditure Days Credits

Total Expenditures

S loOo.Air * 1 5

Total Days Credits

- 66,7,2-Instructions

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

Mining Claims Traversed (List in numerical sequence)Mining Claim

Prefix ! NumberExpeno Days Cr

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

For Office Use OnlyTotal Days Cr. Recorded

Dale Recorded

Date Approved as Recorded

Mining Recorder

Branch Director

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

Name and Postal Addjress of Person Certifyi

fix/ft se/ssaus M .

GOOSE -NECK CONTRACTIN

PURCHASE ORDER No.

DATE kDUE IN 7

MIN. HOUR. K DAY DAY WEEK 4 WKS. EST. RENT

MERCHANDISE AND SUPPLIES

-i, ^1 ' . * - J l C ' , .. ' - ., -. *, -. . - . , - ,. v . ...;( . ..-r. J J f*f * T- . ' \ -V - " ' * ' * ' l - It " V ' ' ' "* ' '* * - - ' ' ' *"

•. *J Leuee acknowledges receipt of the described pcnoni] propeny. The parties agree iku the property wai Impeded by Leuor md personally examined by Leuee M the time of delivery lo and acceptance by l. iandlh.tlh, property watin good and serviceable condition. v ; : v v . ., -- ' y .-'jj:, *v,( '^ -.;; ., ^' l^/-^-? #.*s 'if/ { V .f.' ^ "4 M ; ^ 1

( :. Title 10 ihe rented property U, and al til Uraej ihall remain In Leuo/. Only ir* pwtk* hereto and tuck giber penoat vhoie oamet an codoned kcreon art auihorlied lo ut ttld property, and Lcuee will not p .-, - taid properly lo bc lord by any other penon or al any addren other lhan tbe place daiintied bereoa without du cxpreu con KM of Leuor. ,",. '. . : '.v'.-*'L ,''f. i.'s', -•'' l * . L . l - *' •li^'.ii- T \'^ - *- ' - -." "*- -'** T"' '"tfvr ll'.t- r*.'*.. '," 'o - - ••-••i.- " - -v Jj r i '? '- vB:.1*:* -V - v .-J ••••••.••'- :^~".'\' . -:;-'EV;

; ; Panies apee thai Leuor u DM ibe manufacturer of (aid property nor Ihe atenl of UK maaufaciartt and Inai no •irrtnly aft)DM paieni of blent defect! ia naieriil. workuaaasbip or ctpadiy fa (iven.•' .. - •.r ..: . . - . -,. . g. A : -^,_ ' '-,i ' ' , '-'i \ '", .j

Lestee afreet thai la the event any of ihe propcny bccoota unufc or In a Male of durepalr, tcatee will immedlaiely dJconTImif the we thereof and promptly return b lo Leuor. Upon ncdvini luch propel lu condiiion ii not the hull of the Leuee. Leuor ajrca to replace Hicb propeny wilb property of like kind and in food working condition, wtihui a radiui of (10) mila of Ihii nore.

Upon termination of thit aarecniem. Letsee will prompdy return the rented propeny and all attachment! and part! belonging thereto, lo Ihe Leuor al Leuor'! place of biuineu, in ihe ume condition in ' tuch propeny wu received, ordinary wear and tear ncepted. and agree) lo pay for any damage lo or Ion of uch propeny while in the poueulon or control of Leuee hereunder. In Ibe event lhai Leuor muu i lo litigiiion to recover for damaget caiued lo or lou of web propcny, Leuee ilw agree! lo pay Lcuor*t rcaiooabk attorney fed and Court com. ; ^

'-, . (*.-. " '. ' ,;. -- ' ' . . /V" 1Leuor thill not be liable in any event lo Leuee for any lou, delay or damage of any kind or character nulling from defect! la or Inefficiency of the kated propeny or accidental breakage thereof.'

Leuee agreei lo indemniiaiV.vd tavc harmleu ihe Leuor againu all (oil. damage, opeue and penarry anting from any action on account of any Injury lo penon or propeny of any character occarioned b operation, handling or transportation of the leased propeny during the rental period or while the property ii in the polteuion or control of Leuee. . jt

N '-' : '- - ~ Leuee will give Lessor immediate notice of any levy attempted upon taid propeny, or if laid propeny bom aar cauic become! Bible lo aeiiurc. and lo indemnify Leuor againti all Ion and damages cauvany tuch action, including Leuor'i reasonable altorney't fees and expense!. .

Lessee will not rellin the leased property beyond the "Due in" lime without prior notice lo and content of Leuor thereto. Lestee will pay rental price in advance or immediately upon ihe return of propcny. l agrees to pay til collection charges, including a reasonable altomey't fee, if the rental it not paid when due.

Lessor, at Lessor's sole discretion may repon propeny stolen if held (3) days beyond "Due in" date. Leuor al Lessor's tole discretion, may reven all charges lo ihe daily rale if any monthly statement/' it not promptly paid. Lessor will not refund on any item out over (30) minutes. Leuor will extend credit for like amount on any item providing Lestee utet this credit within a period of (l S) days from Ihe out dur/

Lessee hereby waivet and releases Lessor from all claims for injuries or damages to Leuee arising out of the vie of taid property by Lettec.

Site Inspection of the McCoy Township claims (Pukaskwa Green/Black f Superior Green. Boreal Green/Black SpruceV

Inspection of claims currently held by Cold Spring indicated that the northeastern segment of claims - which hosts the green black unit - can be divided into three zones. These zones are based upon pure conjecture at this time; however, hypothetically it is possible, more field work is required in order to delineate them. These zones labeled l, 2, 3, are distributed in the form of gradational contacts/segregation - the black greenish brown at Angler (3), the coarser grained green/black syenite with mafic (hornblende/pyroxene) clusters - concentrations (2), and pegmatitic areas and the medium grained equigranular green black unit/zone (1).

It is difficult to establish any true similarities or dif ferences in these units due to the extensive depth of sur face weathering. These zones are and have been established based on observation^, made on weathered surfaces and the ex posures at the old Angler quarry and the area where the test block was removed.

Intense pervasive weathering seems to fade after the initial cap rock (10" or so) is removed - stone appears more com petent - tighter grained. Micro fracturing and possible sheeting may be a result of isostatic rebounding, a post glacial effect, or simply a result of a surface sample.

Access to Zones l and 2 is excellent, open workable natural flat land lends itself to quick and easy quarry development. A natural lift can be attacked at the north end of Zone l, where the test block was removed. (Concerns of river - water buffer zone).

Due to the massiveness of Zone l it was difficult to obtain a good clean, fresh sample. It was therefore decided that a block would be worked off the northern part of the Claim 1106799 to obtain an indication as to the depth and extent of weathering. After removal, and upon inspection of this first blocks' fresh face, it was determined to be sound enough to obtain some test slabs and run ASTM tests. It is purely speculative that the stones quality and fractures will decrease as you work into the main body, however, preliminary observations indicate this. Core samples should give additional information to prove or disapprove this.

DECLARATION

I, the undersigned, William M. Kelly, project geologist of Cold Spring Granite and being a member in good standing with the Geologic Association of Canada and a professional member of the Geologic Society of America, do solemnly declare that all information, fees and work presented in this report has been performed in accordance with section 77(19) of the Ontario Mining Act and I therefore make this solemn Declaration conscientiously believing it to be true, and knowing that it is of the same force and effect as I made under oath and by virtue of the Canada Evidence Act.

Wil liarn M. Kelly Project Geologist Cold Spring Granite (Canada) Ltd

REFERENCES

- :.'i:.!:jG RIGHTS 0 \'LY

-. : -; HI RIGHT: ONLYJ.' f.: 1 .'. A.tJDSUPiPACS R

Fil*

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NOTES

) THIS TOWNSHIP LIES WITHIN THE LIMIT OF MARATHON IMPROVEMENT l DISTRICT FlUt 12928Z1 OC'8/0/194*

.H WATER IN LAlfE SUPERIOR WITHDRAWN STAKING

IN COUNCIL DATED APRIL 80, 1912

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Ministry of Northern and Mines

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42D16SW013B 2.13588 MCCOY 200

REFERENCES

AREAS WITHDRAWN FROM DISPOSITION

M.R.O. - MINING RIGHTS ONLY

1^.0.-SURFACE RIGHTS ONLY

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Ordw No. Oil*

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42D16SW8138 2.13588 MCCOY 210

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TOWNSHIPS, BASE LINES, ETC.LOTS. MINING CLAIMS. PARCELS. ETC

UNSURVEYED LINES;LOT LINESPARCEL BOUNDARYMINING CLAIMS ETC.

RAILWAY AND RIGHT OF WAY

UTILITY LINES

NON PERENNIAL STREAM

FLOODING OR FLOODING RIGHTS . '.

SUBDIVISION OR COMPOSITE PLAN 1

RESERVATIONS

ORIGINAL SHORELINE

MARSH OR MUSKEG

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TYPE OF DOCUMENT SYMBOL

PATENT, SURFACE 4 MINING RIGHTS................... 0" . SURFACt R IGHTSONLY......... ..... ......... d

. MINING RIGHTSONLY .....,. .... .............. *

LEASE. SURF ACE A MINING RIGHTS..................... B

" .SURFACE RIGHTS ONLY...... ...... .............. S" . MINING RIGHTSONLY-......-..—..-—..— ... Q

LICENCE OF OCCUPATION ..........................,.- . V

ORDER IN COUNCIL ..................................™. OCRESERVATION ........................................... ©CANCELLED .,......................................... *

SAND 4 GRAVEL ..,...................................... (

NOTE: MINING M.GMT* IN PAMCCUS f ATJNTCO fniOft TO MAY t.lit}. V ESTtO I N OfllOtNAL ^ATIHTEC *V TMl LANDS ACT, Rf O l* JO, CHAP 3M, (CC *3,

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COLDWELLM.N.R. ADMINISTRATIVE D ISTRICT

TERRACE BAYMINING DIVISION

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COLDSPRINGGRANITPHONE Bna-BSB-3621 HOS S. 3rd Avenue Cold Spring, MN S638O- QTY DISTRIBUTION DRTE SCRLE l: 500 cm DflTE APR1L.20 1989 DRRHN BY Wm. KELLY

iTHIS SHOP OWING REPRCSEKTS OUR INTEHnSTTRnOH W T* NKHITECT9 PUWS RNC

SPCCiriCRTIONS. RHD OUR COKTRRa RCQUIREMEHTS fOd THIS PUCJECT. ^PfllON TO MflHUFRCTURE OF WY GRfMITC FOB THIS JOB. MJ. DXMCN5IOM6, KTHOBi

OF CONSTRUCTION, MD O I ST IMG COtCITIOME WET K CHECKED M) WPMVCB M CORRECTED ON OUR SHOP DRMXNGS IV OUR CUETOm.

NO GRnNITC HILL BC SCHEDULED FOR FRBRXCflTIOK U*UL NC HRVE KCH WOT I FI CO IN WRITING BY OUR CUSTOMER THFT OUR DRWINGS HWt BCCN HPPHOVCfl FW FHBRICfTTIOM. RPPROVH. DEUITS HILL HCSULT IH nmRICRTlON HCUTrS.

WY CRRNITC FR9RICRTEO IN ftCCOMOMCE tflTH fTPROVCD WOP jJQIttffl 1WT POCS W FIT JOB COHHITIOHS HILL BC RCHROC flHD 9M1PPOI TO HC JOi M.Y UT CBBTOfCfO EXfCNSE, RND ONLY flFTER RECCIPT OF PUKHR5C OBtOT TO COVtft THE D9tMSE

HE R6SUME HO RESPONSIBILITY FOR THE OnTUK Of OW OMNITE TO RCOmUJIXH. OTHER TRJVCS UNLESS BJCOUHfffi UrOKWTIOM K nMflln M JffMI Miafcf"^^^^^^^^^^^^^^^^^^^^^^^^^^^^.^K^MM^i^MMMM^^B^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^H"•••^^^^^^^r

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THIS SHOP DOMING RCPRESENTS OUR INTERPRETRTION OF THE RRCHITECTS PLflNS RKD SPECIFICfiTIONS, HMD OUR CONTRfla REOOIHOCNTS FOR THIS PROJECT.

PRIOR TO CWJUFRCTURE OF HHY CRflNITE FOR THIS JOB. RLL DIHDGIOHS, METHODS OF CONSTRUCTION, RND EXISTING CONDITIONS MUST BE CHECKED flND RPPROVED OR CORRECTED ON OUR SHOP DRAWINGS BY OUR CUSTOMER.

NO GRHNITE HILL BE SCHEDULED FOR FRBRICRTION UNTIL HE HRVE BEEN NOTIFIED IN WRITING BY OUR CUSTOMER THRT OUR DRRMINGS HRVE BEEN flPPROVED FOR FRBRICBTIOH. RPPROVflL DELflYS HILL RESULT IN FflBRICHTIOW DELRYS.

RNY GRFMITE FRBRICRTED IN RCCORDANCE MITH flPPROVED SHOP DRRMINGS THRT DOES NOT FIT JOB CONDITIONS HILL BE REWDE RND SHIPPED TO THE JOB ONLY RT CUSTOMERS EXPENSE. RND ONLY RFTER RECEIPT OF PURCHASE ORDER TO COVER THE EXPENSE.

HE RSSUOE MO RESPONSIBILITY FOR THE CUTTING OF OUR GHRNITE TO RCCOnODRTE OTHER TRflDES UNLESS HDEOUflTE: INFORHflTION IS FURNISHED RND SHOW ON OUR SHOP DRRHINGS RT THE TIME THEY RRE RPPROVED FOR FRBRICRTION BY OUR CUSTOMER.

HE RSSUnE NO RESPONSIBILITY RS TO MERGUREHEMTS OR DETRILS RfFECTING RNY WORK BUT OUR OWN.

42D16SW0138 2-135BB MCCOY

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TB 846516

TEST BLOCK

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THIS SHOP HRflHIMG REPRESENTS OUR INTERPHETHTION OF THE flRCHITECTS PLflNS flHD SPECIFICATIONS , RND 01* CQNTRBCT REQUIREMENTS FOR THIS PROJECT.

PRIOR TO HHNUFRCTURE OF RNY CRflNITE FOR THIS JOB. HLL DIMENSIONS. fCTHODS OF CQMSTRUCTIOH, flND EXISTING CONDITIONS MUST BE CHECKED RND flPPROVED OR CORRECTED ON OUR SHOP QRRHINGS BY OUR CUSTOHER.

NO CRHNITE HILL BE SCHEDUUB FOR FRBRICflTION UNTIL HE HBVE BEEN NOTIFIED IN WRITING BY OUR CUSTOMER THflT OUR DRHHINGS HRVE BEEN flPPROVED FOR FHBRICHTION. flPPROVflL DD-flYS HILL RESULT IN FflBRICflTlON DELBYS.

flNY GRflNITE FflBRICflTED IN RCCORDflNCE HITH flPPROVEO SHOP DRWING5 THRT DOES NOT FIT JOB CONDITIONS MILL BE REMflDE HMD SHIPPED TO THE JOB ONLY RT CUSTOMERS EXPENSE. flNC ON.Y flFTER RECEIPT OF PURCHHSE ORDER TO COVER THE EXPENSE.

HE flSSUME NO RESPONSIBILITY FOR THE CUTTING OF OUR GRflNITE TO RCCOHODflTE OTHER TRADES UNLESS RDEOURTE INFORMRTION IS FURNISHED RND SHOWN ON OUR SHOP DRAWINGS RT THE TIME THEY RRE RPPROVED FOR FflBRKflTION BY OUR CUSTOMER.

HE HSSUME NO RESPONSIBILITY flS TO MEHSUREHENTS OR DETfllLS RFFECTINC HNY WORK BUT OUR OWN.

42D16SWei38 2.13S8S MCCOY 250

FEASIBILITY STUDY ON THE MARATHON AREA · the Town of Marathon on Highway 17 (Figure 1). Access to...

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Transcript of FEASIBILITY STUDY ON THE MARATHON AREA · the Town of Marathon on Highway 17 (Figure 1). Access to...