Highland Project, Wawa, Ontario,

2006 Airborne Cieophysics and Airphoto Mosaic:

Abotossaway Township Porter Premier Claims - 4201644 and 4201645

Mall Lake Claims - 4212197 and 3009910 Farquhar Vein Claim - 4201628 and

Claim 4201629

Prepared for

Pele Gold Corporation

2 • 3

Submitted by

Edward C. Walker, Ph.D. P.Geo.

May 25,2007

o

r RECEIVED'

ocr 1 0 2007 GEOSCIENce

J ,... .. , A~SeSSMENT .-I

Table of Contents Table of Contents .......................................................................................................................... 2

Summary ....................................................... '" ............................................................................. 3

Property Description and Location ................................................................................................ 3 Accessibility and Infrastructure ............................................................................................................. 4

Physiography ............................................................. , ................................... """""""""""'" .............. 4

Geology ......................................................................................................................................... 5

Airborne Digital Air Photomosiac and Geophysics - 2006 ........................................................... 7

Conclusions ................................................................................................................................ 12

References .................................................................................................................................. 13

Certificate of Author .................................................................................................................... 15

Appendix ..................................................................................................................................... 16 Geotech Ltd., July 2006. Report on a helicopter borne time domain electromagnetic geophysical survey, Wawa Block ............................................................................................................................ 16

List of Figures Figure 1: Figure 2: Figure 3: Figure 4: Figure 5: Figure 6: Figure 7:

Location Map Second Derivative Magnetic Map with Claim Boundary Outlines VTEM Interpretation Map with Claim Boundary Outlines Airborne Photo Mosaic with Claim Outlines Total Field MagnetiC Map Second Vertical Derivative Aeromagnetic Map VTEM Profiles

2

3 8 8 9

10 11 12

Petrologic Inc.

Summary During the 2006 field season Pete Gold Corporation completed a VTEM airborne geophysical survey and acquired an airborne photo mosaic map of a portion of the Highland Project, within Abotossaway Township, Sault Ste Marie Mining Division , District of Algoma . The survey and photo mosaic included the Porter Premier claim numbers 4201644 and 4201645 , Mall Lake claim numbers 4212197 and 3009910, Farquhar Vein claim 4201628 and claim number 4201629. The geophysical survey identified several magnetic and VTEM anomalies that should be examined and prioritized for drilling. The acquired photo mosaic map is excellent for assisting in structural and geological mapping and presentation of exploration data. This report includes the results of the VTEM geophysical survey and an image of the photo mosaic submitted for the purposes of assessment work.

Property Description and Location The Highland Project is located within the District of Algoma, Sault Ste. Marie Mining Division and the Wawa Ministry of Natural Resources District. The most southerly and westerly corner of the property is situated approximately 25 kilometres north-northeast of Wawa , Ontario (Figure 1). The property spans approximately 43 kilometres from east to west across Riggs, Jacobson, Finan and Abotossaway Townships. Dog Lake occurs along its eastern boundary and the Magpie River transects the western most portion of the property. The property includes unpatented, lease-patented, crown patented and mineral licence agreements that are discussed in the tables below.

Figure 1: Location Map

Pele Gold Corporation Highland Project

3

Clilim Lociltions 4201644 4201645 4212197 3009910 4201628 4201629

H

~\. w ~ , s

Scale -10 km

Petrologic Inc.

Accessibility and Infrastructure The Highland Project is easily accessed by Highway #519, east of Highway #17, located 30 kilometres north of Wawa and approximately 120 kilometres south and east of Hemlo. Two kilometres before the village of Dubreuville along Highway 519, exit south on Dubreuville Road, a Grade An all weather gravel road that extends 11 kilometres southeast from Highway 519 to the Highland Project. Historic access roads and logging roads made during the past couple of decades provide easy access by 4-wheel drive trucks and all terrain vehicles across the entire Highland Project.

Two rail lines also provide access to the entire Highland Project, the western portion of the property is adjacent to the Algoma Central Rail from Sault Ste. Maria with a rail junction at Goudreau and the northern boundary of the eastern portion of the property is within 2km of the main Canadian PacifiC Railway with a rail junction at Lochalsh.

If required, the property has several large lakes suitable for floatplane landings and both float plane and helicopter bases are located within the town of Wawa. A deepwater harbour is also available within the community of Michipicoten River, 6 kilometres southwest of Wawa along Lake Superior or 225 kilometres south in Sault Ste. Marie.

Power transmission lines transect almost the entire property with the western most claims being the furthest distance from a power line (approximately 8 kilometres). Several sub-stations are currently located along the transmission lines.

Wawa is a full service community that can easily provide essential services 12 months a year and has an exploration and mining history of more than 100 years. Mining and exploration in the area is currently active and a qualified work force and eqUipment can be readily provided. Among many of the businesses and support services, Wawa also has a hospital and airport. Other exploration and mining equipment and support can be acquired from Sault Ste. Marie 225 km, Timmins 335 km or Sudbury 530 km. Currently producing gold mills are present at River Gold Mines, Eagle River Mine and at the Hemlo camp. Richmont Mines Inc. recently began test mining and milling operations at its Island Gold Deposit within Jacobson Township.

Physiography The Highland Project extends over an area more than 30 kilometres long and up to 4 kilometres wide. Topography within this area is typical of the Precambrian Shield north of Lake Superior varying from somewhat rugged to gently undulating to flat plains. The area can be generally characterized as having ridges up to 30 metres high that are preferentially oriented parallel to the bedrock stratigraphy in a relatively east-west direction or oriented parallel to faults that are oriented north-south or northwest. The ridges are typically separated by lakes, swamps or flat post-glacial gravel, sand and silt deposits. Bedrock outcroppings are moderate to good away from the low -lying areas, and if covered, usually the bedrock cover is only a few metres of glacial till. When present, the flat lying gravel, sand and silt plains can completely obscure bedrock exposure and may result in more than 30 meters of cover on top of the bedrock.

4 Petrologic Inc.

Elevation of the property varies from approximately 330 to 470 metres above sea level. The area is generally well drained with the drainage systems emptying southward into Lake Superior. Water levels of lakes and swamps are strongly influenced by beaver dams.

Vegetation in the area is characterized by the overlap of the northern extent of the northeast hardwood forest and the southern limit of the boreal forest. Numerous lakes, streams and swamps occur throughout the property. Low ground, swamps and logged areas are commonly overgrown with tag alders and cedar. What remains of the forest consists of birch, poplar, spruce and jack pine.

Drainage of the Highland Project is split between the Michipicoten River in the east and the Magpie River in the west. The Magpie River joins the Michipicoten River just before it drains into Lake Superior. The close proximity of the Highland Project to Lake Superior moderates the weather during each of the seasons resulting in weather conditions that vary inland from Lake Superior. The moderating effect often results in dense variable fogs in the area and relatively more precipitation than inland. Summer high temperatures typically range between 20 and 30 degrees Celsius with winter low temperatures ranging from approximately -25 to -35 degrees Celsius. Annual precipitation is in the range of 700 mm of rain and 300 cm of snow a year. With the appropriate equipment, exploration can be readily completed year-round and fieldwork can be easily performed from May through to October.

Geology The Highland Project is situated within the Michipicoten greenstone belt, the largest greenstone belt of the Wawa Subprovince, within the Superior Province. The Michipicoten greenstone belt is further divided into three episodes of volcanism and sedimentation referred to as the HaWk, Wawa and Catfish assemblages that have been dated at 2.89 Ga, 2.75 Ga and 2.70 Ga, respectively. The gold deposits of the Highland Project occur at the contact between the Wawa and Catfish assemblages. General descriptions of the greenstone belt and the different volcanic assemblages are discussed by Williams et. al. (1991). The most current geological maps and reports for the area were completed by Sage (1993a and 1993b) at a scale of 1: 15,840 for Abotossaway, Aguoine, Finan and Jacobson Townships and the most recent geological map and report for Riggs Township was completed by Srivastava and Bennett in 1978 at a scale of 1:15,840.

The Wawa assemblage is characterized by massive and pillowed magnesium and iron-rich tholeiitic metavolcanics caped by a relatively thinner sequence of intermediate to felsic metavolcanics. The top of the Wawa assemblage is defined by a 100 to 150 meter thick section of Algoma-type iron formation intercalated with both distal clastic sediments and chemical precipitates. The iron formation includes magnetite and chert facies rock and well developed carbonate, sulphide and graphite facies depOSits. The iron carbonate facies of the iron formation within the Wawa assemblage was the focal point for iron exploration and mining in the area.

The Catfish assemblage is the largest volcanic assemblage of the Michipicoten greenstone belt. It consists primarily of massive and pillowed magnesium- and iron-rich tholeiitic flows overlain by intermediate to felsic metavolcanics that are intercalated with metasediments; indicating contemporaneous volcanism and sedimentation within the upper portion of the assemblage. The Catfish assemblage overlies the Wawa assemblage and the contact is obscured due to strong penetrative regional deformation. Within the Highland Project, the deformation at the

5 Petrologic Inc.

contact is referred to as the Goudreau-Lochalsh Deformation Zone and it hosts the majority of the gold occurrences within the area.

The metavolcanic and metasedimentary rocks have been intruded by mafic to felsic intrusive rocks. Metagabbro and metadiorite rocks intrude the metavolcanics and metasedimentary rocks as sills, dykes and oblong shaped units and are considered to likely be subvolcanic equivalents of the metavolcanics. Multiple intrusions of varied textured intermediate to felsic dykes, sills and stocks that include granites, granodiorites, porphyries, tonalite and trondhjemites are also present within and outside of the deformation zone. The Archean supracrustal and intrusive rocks are then intruded by much younger diabase dykes up to 50 meters wide of the Matachewan diabase dike swarm. These diabase dykes preferentially occur within northwest trending structures.

The metavolcanic and metasedimentary rocks in the area have undergone regional lower to middle greenschist facies metamorphism. Alteration commonly associated with deformation is characterized by quartz, sericite, chlorite, epidote, tourmaline, carbonate (ankerite), actinolitic amphibole and biotite. Alteration within shear zones is the most intense and can commonly destroy the original textures and mineralogy of the rock.

The overall trend of the Michipicoten greenstone belt is approximately east-west. Williams et. al. (1991) summarized the structure of the greenstone belt as; "Structural data, though incomplete, is supportive of an initial period of recumbent folding and thrusting along or parallel with lithological boundaries. This was followed by upright folding and high-angle reverse faulting, followed by folding, resulting, in part, from granitoid emplacement." The regional strike of the rock units is approximately parallel to the axial surfaces of the prominent folds and associated thrusts (Heather and Arias 1992). Within the Highland Project, the strike is approximately east-west within Jacobson and Riggs Townships and north of east-west in Abotossaway Township.

Structural geology within the Highland Project is dominated by the Goudreau-Lochalsh Deformation Zone. The Deformation Zone is more than 30 kilometres long and up to 4.5 kilometres wide cutting across Riggs, Jacobson, Finan, Aguoine and Abotossaway Townships and slightly curved southward at its western end within Abotossaway Township. The Highland Project covers approximately 30 to 35% of the deformation zone as outlined by Sage (1993a and 1993b) and Heather and Arias (1992). Deformation is characterized as ductile, brittle-ductile and brittle shears oriented parallel, sub-parallel and discordant to the metavolcanic and metasedimentary units resulting in a very complicated distribution of rock units within the shear zones. The complexities of the shear zones are compounded by the diffraction of the structure when transecting rocks of different lithologies and competencies, commonly in association with younger more competent intrusives that have preferentially intruded along the strike of the dominant shear direction. Diffraction of the structures along and within the more competent units result in the development of dilatational zones within which gold-bearing shears are typically situated.

The dominant structures are ductile and brittle-ductile shears with dextral (oblique slip) displacements trending 70 to 80 degrees and 110 to 115 degrees with smaller shears oriented 45 to 55 degrees and 140 to 150 degrees. These shear orientations vary 5 to 15 degrees within Abotossaway Township where the Deformation Zone curves southward. Of the variety of shear orientations, usually only two are gold-bearing and typically the majority of the gold is preferentially occurring within one shear. In addition, there are northwest trending gold-bearing

6 Petrologic Inc.

brittle shears that cut across the stratigraphy and are associated with a breccia texture infilled with quartz.

Deformation tends not to penetrate the coarser-grained, more massive intrusive rocks as much. These intrusives can be generally characterized as coarse-grained metabasaltic flows, gabbroic and diorite sills and dykes as well as a variety of intermediate to felsic dykes, sills and stocks that been classified as porphyries, tonalities, trondhjemites, granodiorites and granites. When these intrusives are present within the deformation zone they behave as relatively competent blocks resulting in the formation of dilatant zones within the units and along its contacts. When theses zones are present, they become important traps for gold-bearing fluids and the majority of the gold occurrences tend to have such an association. The Highland Project includes several of these intrusives and all of them are associated with known gold occurrences.

Airborne Digital Air Photomosiac and Geophysics - 2006 At the beginning of the 2006 field season, Pele Gold contracted Eagle Mapping Services Ltd. of Port Coquitlam, British Columbia to produce a digital electronic photo image and Geotech Ltd. of Toronto, Ontario to perform a helicopter-borne time domain electromagnetic survey (VTEM) and magnetometer geophysical survey within a limited grid centred over the Gutcher Lake Stock within Abotossaway Township. Both surveys covered approximately the same area and measured apprOXimately 4 x 3.5 kilometres including claim numbers 4201644,4201645, 4212197,3009910,4201628 and 4201629 (Figure 2 and 3). The helicopter flight lines totalled approximately 298 line kilometres. The digital air photo was completed with a two metre accuracy and provided photographic and contour information of the survey at a scale of 1 :2,000 (Figure 4). The magnetic survey was flown with a resolution of 0.02nT, sampling 10 times per second and the time domain electromagnetic system (VTEM) located conductive anomalies and mapped earth resistivities (Figure 5 and 6). The helicopter-borne geophysical survey was reported to have an accuracy of up to 3 meters.

The VTEM geophysical survey successfully identified eight electromagnetic anomalies of varying intensity and produced a map based on the magnetic properties of the bedrock that was useful in characterizing rock type variations (Figure 7). VTEM Anomalies A, B, C and D appeared to be associated with sulphide facies iron formations within the Middleton Lake area and Anomalies E, F and G were closely aSSOCiated with Gutcher Lake Stock contact and possible gold-bearing shear zones. Anomaly H is located along the edge of the survey within the Mildred Lake Fault zone and was not examined. Each of the Anomalies E, F and G were drilled in 2006 and a zone of significant sulphide mineralization was intersected in each of the drill holes located approximately where the VTEM survey had indicated. Assay results of Anomalies E and F indicated that significant precious or base metal mineralization was not intersected. Anomaly G assay results indicated that significant copper, gold, silver and cobalt mineralization was intersected and the zone is now referred to as the Wolverine Zone.

7 Petrologic Inc.

Figure 2: Second Derivative Magnetic Map with Claim Boundary Outlines

Pele Gold Corporation Highland Project

Second Derivative Magnetics

Claim Boundary Ouliine.

I II Flight Line. ,'~-- Logging Roads

••••••• T"II.

SullO 1:35.000

1.000 met' ..

North Arrtffl lnidc4ltes Aslrononuc North UTM NAO 83

Figure 3: VTEM Interpretation Map with Claim Boundary Outlines

Pele Gold Corporation Highland Project

VTEM Interpretation Map

n A It Vll:M AnomaJy Rt!:ferl!-nc~

CI.lm Boundlry Outiines

I II Flight Linea ,'~- - Logging Roads

, ........... Trails

Scale 1:35.000

1.000 met ... Nonn AnON IndicalH Asfronomic NOftI'I

UTMNA083

8 Petrologic Inc.

Figure 4: Airborne Photo Mosaic with Claim Outlines

Pele Gold Corporation Highland Project

Air Photo

Claim Boundary Oullinel

" -- - Logging Roads

•• ----- Trails

Scale 1:35,000

1,000 metrel

NOfth Anow Inideates Astronomic NOC'tt'I UfM HAD 83

9

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Figure 5: Total Field Magnetic Map

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Conclusions

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The VTEM airborne geophysical survey has identified potential drill targets for both gold and diamonds and the airborne photo mosaic has provided an excellent image that can be used to assist geological and structural mapping. It is recommended that the follow-up groundwork be completed, the targets prioritized and selected targets drilled.

12 PetroLogic Inc.

References

Arias, Z.G., and Heather, K.B., 1987. Regional structural geology related to gold mineralization in the Goudreau-Lochalsh area, District of Algoma, Misc. Paper 137, pp. 146-154.

Arias, Z. G. and Helmstaedt, H. 1989. Structural evolution of central and east-central Michipicoten (Wawa) greenstone belt, Superior province, in summary of research 1988-1989. Ontario Geological Survey. M.P. 143. pages 210-226.

Arias, Z. G. and Helmstaedt, H. 1990. Structural evolution of the Michipicoten (Wawa) greenstone belt, Superior province: evidence for an Archean fold and thrust belt. Summary of research 1989-1990. Ontario Geological Survey. M.P. 150. pages 107-114.

Beckmann, H., 1981. Farquhar Mines Ltd. Option, Magnetometer and VLF Surveys, Abotossaway Township, Ontario. Internal Company Report, pp. 7.

Bruce, E.L., 1940. Geology of the Goudreau-Lochalsh Area. Ontario Department of Mines, Annual Report, vol. 49, part 3, p. 1-50.

Cavey, G., Chapman, J., Arndt, R.E., and Raven, W., 1988. Operation Wawa, Technical Report on the 1987-88 Field Program, Part B - Murphy Lake Mine, pp. 56.

Desautels, S., and Hanych, W., 1988. 1988 Exploration Program Farquhar Property, McAdam Resources Inc. Internal Company Report, pp. 15.

Gledhill, T.L., 1927. Michipicoten Gold Area, District of Algoma. Ontario Department of Mines, Annual Report, vol. 36, pt. 2, p. 51-85.

Halstead, M.C., 1960. Report on the Farquhar Mining Claims. Internal Company Report, pp. 6.

Heather, K.B. and Arias, Z.G., 1987. Geological setting of gold mineralization in the Goudreau-Lochalsh area, District of Algoma. Misc. Paper 137, pp. 155-162.

Heather, K.B. and Arias, Z., 1992. Geological and Structural Setting of Gold Mineralization in the Goudreau-Lochalsh Area, Wawa Gold Camp. Ontario Geological Survey, Open File Report 5832,159 p.

Kemp, R., 1981. Farquhar Option Geology and Drill Report, Goudreau Area, Ontario. Internal Company Report, pp. 14.

Leduc, M., and Tindale, J.L., 1989. Summary report on 1988 - 89 Exploration Program for Abotossaway Township Property Wawa - Goudreau Area for Ego Resources Limited, Sault Ste. Marie Mining Division, District of Algoma, Ontario, Canada. Internal Company Report, pp 58.

McPhee, D., 1987. Geology of the Farquhar Mines Limited Properties, Goudreau area, Sault St. Marie Mining Division, Ontario, for McAdam Resources Inc. Internal Company Report, pp 22.

13 Petrologic Inc.

Roberton, D.S., 1981. Review of Proposed Development of Ego Resources Copper-Gold Property, Goudreau, Ontario. Internal Corporate Report, pp 28.

Sage, RP., 1993b, Geology of Abotossaway, Corbiere, Leclaire and Musquash Townships and Part of Dunphy Townships, District of Algoma. Ontario Geological Survey, Open File Report 5587,308p.

Sage, RP., 1993c, Precambrian geology, Abotossaway Township. Geological Survey, Open File Map 223, scale 1: 15,840. Sage and Heather, 1991, The structure, stratigraphy and mineral deposits of the Wawa area. Field Trip Guide Book, GAC/MAC 91, Field Trip Guidebook, 118p

Tindale, J.L., 1986. Operation Wawa Summary Report on the 1986 Exploration Program, Mascot Gold Mines Limited. pp.13

Tindale, J.L., 1986. Review of the Goudreau Property Holdings of Ego Resources Limited. Internal Company Report, pp 18.

Tindale, J.L., 1987. Report on the Ego Resources Limited Mining Property, Abotossaway Township, Sault Ste. Marie Mining Division, District of Algoma, Ontario, Canada. Internal Company Report, pp 38.

Tindale, J.L., 1988. Summary report on the Ego Resources Limited Mining Property, Abotossaway Township, Sault Ste. Marje Mining Division, District of Algoma, Ontario, Canada. Internal Company Report, pp 48.

Tindale, J.L., 1988. Summary report on 1988 Field Program and Current Diamond Drilling with Future Planning Proposals for Abotossaway Township Property of Ego Resources Limited. Internal Company Report, pp 10.

Williams, H.R, Stott, G.M., Heather, K.B., Muir, T.L., and Sage R.P., 1991. Wawa Subprovince, in: Geology of Ontario; Ontario Geological Survey, Special Volume 4, Part 1, p. 485-539.

14 Petrologic Inc.

Certificate of Author

I, Edward Charles Walker, Ph.D., P.Geo., of Petrologic Inc. do hereby certify that:

I am currently employed as President and Consulting Professional Geoscientist by: Petrologic Inc. P.O. Box 41,115 Ermatinger St. Lakefield, Ontario KOL2HO

I graduated with a First Class Honours Bachelor of Science degree in Geological Sciences from Brock University in 1984. In addition, I have obtained a Doctor of Philosophy degree in Geological Sciences from the University of Western Ontario in 1991.

I am a practising member of the Association of Professional Geoscientists of Ontario.

I have worked as a geologist for a total of 20 years since my graduation from Brock University in 1984.

I have not had prior involvement with the property that is the subject of this Report.

I am independent of the issuer applying all of the tests in section 1.5 of NI 43-101 .

I have read National Instrument 43-1 01 and Form 43-101 F1, and the Technical Report has been prepared in compliance with the instrument and form.

I consent to the filing of the Technical Report with any stock exchange and other regulatory authority and any publication by them, including electronic publication in the public company files on their websites accessible by the public, of the Technical Report.

Dated this 25th Day of May, 2007.

Edward C. Walker, Ph.D., P.Geo.

15 Petrologic Inc.

Appendix

Geotech Ltd., July 2006. Report on a helicopter borne time domain electromagnetic geophysical survey, Wawa Block.

16 PetroLogic Inc.

REPORT PTER-BORNE

TIME D N GNETIC

GEOPHYSICAL SURVEY

Wawa Block

Wawa, Ontario, Canada

for

Pele Mountain Resources Inc.

By

Geotech Limited

30 Industrial Parkway South

Aurora, Ontario, Canada

Tel: 1.905.841.5004

Fax: 1.905.8ftq,611

www.geotechalril1frne.com

Email: info@geotechairbome.com

Survey flown In April, 2006

TABLE OF CONTENTS

Executive Summary ................................................................................................................................................. 3 1. INTRODUCTION ................................................................................................................................................ .4

1.1 General Considerations .............................................................................................................................. 4 1.2. Survey and System Specifications ........................................................................................................... 4 1.3. Data Processing and Final Products ......................................................................................................... 5 1.4. Topographic Relief ...................................................................................................................................... 5

2. DATA ACQUISITION .......................................................................................................................................... 6 2.1. Survey Area ................................................................................................................................................. 6 2.2. Survey Operations ...................................................................................................................................... 6 2.3. Flight Specifications .................................................................................................................................... 7 2.4. Aircraft and Equipment ............................................................................................................................... 8

2.4.1. Survey Aircraft ...................................................................................................................................... 8 2.4.2. Electromagnetic System ......................................................................................................................... 8 2.4.3. Airborne magnetometer ....................................................................................................................... 11 2.4.4. Ancillary Systems ................................................................................................................................ 11 2.4.5. Base Station ......................................................................................................................................... 12

3. PERSONNEL .................................................................................................................................................... 13 4. DATA PROCESSING AND PRESENTATION ............................................................................................. 14

4.1. Flight Path .................................................................................................................................................. 14 4.2. Electromagnetic Data .. ............................................................................................................................. 14 4.3. MagnetiC Data ............................................................................................................................................ 15

5. DELIVERABLES .............................................................................................................................................. 16 5.1. Survey Report ............................................................................................................................................ 16 5.2. Maps ........................................................................................................................................................... 16 5.3. Gridded Data .............................................................................................................................................. 16 5.4. Digital 08t8 ................................................................................................................................................. 16

6. CONCLUSIONS ................................................................................................................................................ 19

APPENDICES

A. Survey block location map............................................................. ........................ 20 B. Survey block coordinates ..................................................................................... 22 C. EM profiles and magnetic maps ............................................................................... 23 D. General modeling results ofthe VTEM system.......................................................... 26 E. VTEM Waveform .................................................................................................... 27

Q (jeotedl Ud. - Report on Airborne Geophysical Survey for Pele Mountain Resources Inc. 2

REPORT ON A HELICOPTER-BORNE TIME DOMAIN ELECTROMAGNETIC SURVEY

Wawa, Ontario, Canada

Executive Summary

During the period of April 28th to 29th, 2006, Geotech Limited carried out a helicopter-borne geophysical survey for Pele Mountain Resources Inc. over one block located near Wawa, Ontario, Canada.

Principal geophysical sensors included a versatile time domain electromagnetic system (VTEM) and a cesium magnetometer. Ancillary equipment included a GPS navigation system and a radar altimeter. A total of298 line-km were flown.

In-field data processing involved quality control and compilation of data collected during the acquisition stage, using the in-field processing centre established at Wawa, Ontario. Preliminary and final data processing, including generation of final digital data products were done at the office of Geotech Limited in Aurora, Ontario.

The processed survey results are presented as total magnetic field grid, and electromagnetic stacked profiles.

Digital data includes all electromagnetic and magnetic products plus positional, altitude and raw data.

----...... -~--- ... - .... . -----....... ~~~ ..... ---------....... --

(b) Geolech !.trl. - Report on Airborne Geophysical Survey/or Pele Mountain Resources Inc. 3

1. INTRODUCTION

1.1 General Considerations

These services are the result of the Agreement made between Geotech Limited and Pele Mountain Resources Inc., to perform a helicopter-borne geophysical survey over one block located near Wawa, Ontario, Canada.

298 line-km of geophysical data were acquired during the survey.

AI Shefsky acted on behalf ofPele Mountain Resources Inc. during data acquisition and processing phases of this project.

The survey block is as shown in Appendix A.

The crew was based in Wawa, Ontario for the acquisition phase of the survey, as shown in Section 2 of this report.

The helicopter was based at Wawa airport for the duration of the survey. Survey flying was completed on April 29th, 2006. Preliminary data processing was carried out daily during the acquisition phase of the project. Final data presentation and data archiving was completed in the Aurora office of Geotech Limited by July, 2006.

1.2. Survey and System Specifications

The survey block was flown at nominal traverse line spacing of 50 metres, in north directions to meet geological target specifications. Tie lines were flown perpendicular to traverse lines.

Where possible, the helicopter maintained a mean terrain clearance of 80 metres, which translated into an average height of 40 meters above ground for the bird-mounted VTEM system and 40 meters for the magnetic sensor.

The survey was flown using an Astar BA+ helicopter, registration C-FXND, operated by Abitibi Helicopters Limited. Details of the survey specifications may be found in Section 2 of this report.

~ Gelltech Ud. - Report on Airborne Geophysical Sun'ey for Pele Mountain Resources Inc. 4

1.3. Data Processing and Final Products

Data compilation and processing were carried out by the application of Geosoft OASIS Montaj and programs proprietary to Geotech Limited.

Database, grid and maps of final products were presented to Pele Mountain Resources Inc.

The survey report describes the procedures for data acquisition, processing, final image presentation and the specifications for the digital data set.

1.4. Topographic Relief

The survey block is located about 28 km northeast ofWawa, Ontario as shown in Appendix A.

Topographically, the block exhibits a moderate relief, with elevation range from 320 metres to 450 metres above sea level.

~ Geotecll Ltd. - Report on Airborne Geophysical Survey for Pele Mountain Resources Inc. 5

2. DATA ACQUISITION

2.1. Survey Area

The survey block (see location map, Appendix A) and general flight specifications are as follows :

Survey Line spacing Area Flight block (m) (Km2) Line-km direction Line number

Wawa 50 13.3 270 NooE L 1000 - 1700

500 28 N900E T1900 - 1970

Table 1 - Suvey block

Survey block boundaries co-ordinates are provided in Appendix B.

2.2. Survey Operations

Survey operations were based in Wawa, Ontario for the acquisition phase of the survey. The crew was housed at Kinniwabi Pines Motel and Cottages for the survey period, as shown on table 2.

The following table shows the timing of the flying.

Crew Km Date Location Flight # flown

28-Apr Wawa 1,2, 3 263

29-Apr Wawa 4 35

Table 2 - Survey schedule

Comm e~ ~ Survey compl

~ Geotech Ltd. - Repor/ on Airborne Geophysical Sunoey for Pele Moun/ain Resolffces Inc. 6

2.3. Flight Specifications

The nominal EM sensor terrain clearance was 40 m (EM bird height above ground, i.e. helicopter is maintained 80 m above ground). Nominal survey speed was 80 kmlhour. The data recording rates of the data acquisition was 0.1 second for electromagnetics and magnetometer, 0.2 second for altimeter and GPS. This translates to a geophysical reading about every 2 metres along flight track. Navigation was assisted by a GPS receiver and data acquisition system, which reports GPS co-ordinates as latitude/longitude and directs the pilot over a pre-programmed survey grid.

The operator was responsible for monitoring of the system integrity. He also maintained a detailed flight log during the survey, tracking the times of the flight as well as any unusual geophysical or topographic feature.

On return of the aircrew to the base camp the survey data was transferred from a compact flash card (PCMCIA) to the data processing computer.

(b) Ceo/cell Ud. - Report on Airborne Geophysical Survey for Pele Mountain Resources fnc< 7

2.4. Aircraft and Equipment

2.4.1. Survey Aircraft

An Astar BA+ helicopter, registration C-FXND - oW:led and operated by Abitibi Helicopters Ltd . was used for the survey. Installation of the geophysical and ancillary equipment was carried out by Geotech Ltd.

2.4.2. Electromagnetic System

The electromagnetic system was a Geotech Time Domain EM (VTEM) system. The configuration is as indicated in Figure I below.

VTEM configuration

Transmitter loop

Figure 1 - VTEM configura~ion

~ Gealecll Ltd. - Report on Airhorne Geophysical Survey for Pele Mountain Resources Inc. 8

VersaTEM 30 Hz Base Frequency Sample Times

Tx Pulse

IIII!!III I II I I I 7.S 7.7 7.9 8.1 8.J 8.S

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

o 2 3 4 5 6 7 8 9 1011 121314 1516 7 msec

~ Half-Waveform ~

Figure 2 - sample times

Location of decay windows

(center polr'lts)

Tx Pulse

Receiver and transmitter coils are concentric and Z-direction oriented. The receiver decay recording scheme is shown diagrammatically in Figure 2.

Twenty-seven measurement gates were used in the range from 110 ).ls to 7540 ).ls, as shown in table 3.

VTEM Decay Sampling scheme (Microseconds)

,- Time gate Start End Width 110 100 120 20 130 120 140 20 150 140 160 20 170 160 180 20 190 180 205 25 220 205 240 35 260 240 280 40 300 280 325 45 350 325 380 55 410 380 445 65 480 445 I 525 80 570 525 625 100

~ Geotech Ltd. - Report on Airborne Ceophysh:al Survey for Pele Mountain Resources Inc. 9

680 I 625 745 120 810 ! 745 885 140 960 885 1045 160 1130 1045 1235 190 1340 1235 1470 235 1600 1470 1750 280 1900 1750 2070 320 2240 ! 2070 2450 380 2660 2450 2920 470 3180 2920 3480 560 3780 3480 4120 640 4460 4120 4880 760 5300 4880 5820 940

r 6340 5820 6860 1040 7540 6860 8220 1360

Table 3 - VTEM decay sampling scheme

Transmitter coil diameter was 26 metres, the number of turns was 4. Transmitter pulse repetition rate was 30 Hz. Peak current was 193 Amp. Duty cycle was 37%. Peak dipole moment was 409,700 NIA.

Receiver coil diameter was 1.2 metre, the number of turns was 100. Receiver effective area was 113.1 m2

Wave form trapezoid. Recording sampling rate was 10 samples per second.

The EM bird was towed 42 m below the helicopter.

-----~- ..... -.-~------- ..... ---._-- .... -

Q Gearedl l.td. - Report on Airborne Geophysical Survey for Pete Mountain Resources inc. 10

2.4.3. Airborne magnetometer

The magnetic sensor utilized for the survey was a Geometries optieally pumped cesium vapour magnetic field sensor, mounted together with the EM loop, towed 42 m below the helicopter, as shown on figure 1. The sensitivity of the magnetic sensor is 0.02 nanoTesla (nT) at a sampling interval of 0.1 seconds. The magnetometer sends the measured magnetic field strength as nanoTeslas to the data acquisition system via the RS-232 port.

2.4.4. Ancillary Systems

2.4.4.1. Radar Altimeter

A Terra TRA 3000fTRI 40 radar altimeter was used to record terrain clearance. The antenna was mounted beneath the bubble of the helicopter cockpit.

2.4.4.2. GPS Navigation System

The navigation system used was a Geotech PC based navigation system utilizing a NovAtel's WAAS enable OEM4-G2-3151W GPS receiver, Geotech navigate software, a full screen display with controls in front of the pilot to direct the flight and an NovAtel GPS antenna mounted on the helicopter tail. The co-ordinates of the block were set-up prior to the survey and the information was fed into the airborne navigation system.

2.4.4.3. Digital Acquisition System

A Geotech data acquisition system recorded the digital survey data on an internal compact flash card. Data is displayed 011 an LCD screen as traces to allow the operator to monitor the integrity of the system. The data type and sampling interval as provided in table 4.

Q Ge(}(ecli, __ Ud. - Report on A irbome Geophysical Survey for Pele Mountain Resources Inc, 11

DATA TYPE SAMPLING

TDEM 0.1 sec

I Magnetometer 0.1 sec

G PS Position I 0.2 sec

RadarAltlmeter 0.2 sec

Table 4 - Sampling Rates

2.4.5. Base Station

A combine magnetometer/GPS base station was utilized on this project. A Geometries Cesium vapour magnetometer was used as a magnetic sensor with a sensitivity of 0.001 nT. The base station was recording the magnetic field together with the GPS time at 1 Hz on a base station computer. The base station magnetometer sensor was installed away from electric transmission lines and moving ferrous objects such as motor vehicles. The magnetometer base station's data was backed-up to the data processing computer at the end of each survey day.

~ Ge()t(:~ll Ud. - Report on AIrborne Geophysical Sun'ey for Pele Mountain Resources Inc. 12

3. PERSONNEL

The following Geotech Ltd. personnel were involved in the project.

Field

Office

Geophysicist: Operator:

Brian Parsons Grant Hendricks

The survey pilot and the mechanic engineer were employed directly by the helicopter operator - Abitibi Helicopters.

Pilot: Mechanical Engineer:

Data Processing: Data Processing / Reporting:

Michel Frigon Bruce Keen

Andrei Bagrianski Harish Kumar

Final data processing at the office of Geotech Limited in Aurora, Ontario was carried out under the supervision of Andrei Bagrianski, Surveys Manager.

Overall management of the survey was carried out from the Aurora office of Geotech Ltd. by Edward Morrison, President.

Q (;colech Ltd. - Report on Airborne Geophysical Survey for Pele Mountain Resources Inc. 13

4. DATA PROCESSING AND PRESENTATION

4.1. Flight Path

The flight path, recorded by the acquisition program as WGS 84 latitude/longitude, was converted into the UTM coordinate system in Oasis Montaj.

The flight path was drawn using linear interpolation between x,y positions from the navigation system. Positions are updated every second and expressed as UTM eastings (x) and UTM northings (y).

4.2. Electromagnetic Data

A three stage digital filtering process was used to reject major sferic events and to reduce system noise. Local sf eric activity can produce sharp, large amplitude events that cannot be removed by conventional filtering procedures. Smoothing or stacking will reduce their amplitude but leave a broader residual response that can be confused with geological phenomena. To avoid this possibility, a computer algorithm searches out and rejects the major sferic events. The filter used was a 16 point non-linear filter.

The signal to noise ratio was further improved by the application of a low pass linear digital filter. This filter has zero phase shift which prevents any lag or peak displacement from occurring, and it suppresses only variations with a wavelength less than about 1 second or 20 metres. This filter is a symmetrical I sec linear filter.

The results are presented as stacked profiles of EM voltages for the gate times, in logarithmic scale.

The EM profile map image is presented in Appendix C.

Generalized modeling results of the VTEM system, written by Geophysicist Roger Barlow, are shown in Appendix D.

The VTEM output voltage of the receiver coil is shown in Appendix

Report on Airborne Geophysical Survey for Pele Mountain Resources Inc. 14

4.3. Magnetic Data

The processing ofthe magnetic data involved the correction for diurnal variations by using the digitally recorded ground base station magnetic values. The base station magnetometer data was edited and merged into the Geosoft GDB database on a daily basis. The aeromagnetic data was corrected for diurnal variations by subtracting the observed magnetic base station deviations.

Tie line levelling was carried out by adjusting intersection points along the traverse lines. A micro-levelling procedure was then applied. This technique is designed to remove persistent low-amplitude components of flight-line noise remaining after tie line levelling.

The corrected magnetic data was interpolated between survey lines using a random point gridding method to yield x-y grid values for a standard grid cell size of approximately 0.2 em at the mapping scale. The Minimum Curvature algorithm was used to interpolate values onto a rectangular regular spaced grid.

The magnetic field map image is presented in Appendix C.

Report on Airborne Geophysical Survey for Pele Mountain Resources Inc. 15

5. DELIVERABLES

5.1. Survey Report

The survey report describes the data acquisition, processing, and tinal presentation ofthe survey results.

The survey report is provided in two paper copies and digitally in PDF format.

5.2. Maps

Final maps were produced at a scale of 1: 1 0,000. The coordinate/projection system used was the WGS84, UTM zone 16 north. All maps show the flight path trace and topographic data. Latitude and longitude are also noted on maps.

The following maps are presented to Pele Mountain Resources Inc. on paper as results of the helicopter-borne geophysical survey carried out over Wawa block.

• Logarithmic scale VTEM profiles, Time Gates 0.22 - 6.34 ms • Total Magnetic Field contours and colour images

5.3. Gridded Data

Total Magnetic Field grid is provided to Pele Mountain Resources Inc. in Geosoft GRD format. Grid cell size of 10 metres was used.

5.4. Digital Data

Two copies of CD-ROMs were prepared.

There are two (2) main directories,

Data contains a database, grid and maps, as described below.

Report contains a copy of the report and appendixes in PDF format.

{) Geotl'cll Ud. - Report on Airborne Geophysical Sun'ey for Pele Mountain Resources Inc. 16

• Database in Geosoft GOB format, containing the following channels:

X: Y: Long: Lat: Z: Gtimel : Radar: OEM: Maglf: Basemag: Mag2f: CllOf: C130f: CISOf: C170f: C190f: C220f: C260f: C300f: C350f: C410f: C480f: C570f: C680f: C810f: C960f: C1130f: C134Of: C1600f: C1900f: C2240f: C2660f: C3180f: C3780f: C4460f: C5300f: C6340f: C7540f: Plinef:

X positional data (meters WGS84, utm zone 16 north) Y positional data (meters WGS84, utm zone 16 north) Longitude data (degree - WGS84) Latitude data (degree - WGS84) GPS antenna elevation (meters ASL) GPS time (seconds of the day) Helicopter terrain clearance from radar altimeter (meters - AGL) Digital elevation model (meters) Total Magnetic field data (nT) Base station magnetic data (nT) Total Magnetic field data (nT), corrected on the base and levelled Raw 110 microsecond time channel (pV/A/m4) Raw 130 microsecond time channel (pV/A/m4) Raw 150 microsecond time channel (p V I AIm 4) Raw 170 microsecond time channel (p V I AIm 4) Raw 190 microsecond time channel (pV/A/m4) Raw 220 microsecond time channel (pV/A/m4) Raw 260 microsecond time channel (pV/A/m4) Raw 300 microsecond time channel (pV/A/m4) Raw 350 microsecond time channel (pV/A/m4) Raw 410 microsecond time channel (p V I Aim 4) Raw 480 microsecond time channel (p V I Aim 4) Raw 570 microsecond time channel (pV/A/m4) Raw 680 microsecond time channel (pV/A/m4) Raw 810 microsecond time channel (pV/A/m4) Raw 960 microsecond time channel (pV/A/m4) Raw I] 30 microsecond time channel (pV/A/m4) Raw 1340 microsecond time channel (pV/A/m4) Raw 1600 microsecond time channel (pV/A/m4) Raw 1900 microsecond time channel (pV/A/m4) Raw 2240 microsecond time channel (pV/A/m4) Raw 2660 microsecond time channel (pV/A/m4) Raw 3180 microsecond time channel (p V I AIm 4) Raw 3780 microsecond time channel (pV/Alm4) Raw 4460 microsecond time channel (pV/A/m4) Raw 5300 microsecond time channel (pV/A/m4) Raw 6340 microsecond time channel (pV/A/m4) Raw 6340 microsecond time channel (pV/A/m4) Power line monitor

(b) Gl'otecll Ltd. - Report 011 Airborne Geophysical Surwy for Pele Moun/ain Resources Inc. 17

• Grids in Geosoft GRO format, as follow,

649_Mag: Total Magnetic field (nT)

A Geosoft .GRO file has a .Gl metadata file associated with it, containing grid projection information.

• Maps at 1: 10,000 scale in Geosoft MAP format, as follow,

649_mag: Total Magnetic Field image and contours 649_ EM j)rofile:Logarithmic scale profiles, Time Gates 0.22 - 6.34 ms

• ASCII file 649_ VTEM _ Waveform.xyz in Geosoft format containing the following channel:

Volt: output voltage of the receiver coil (volts, sampling rate 20 microseconds)

• A readme. txt file describing the content of digital data, as described above.

~ Geoted, Ltd. - Report on Airborne Geophysical Surveyfor Pele Mountain Resources inc. 18

6. CONCLUSIONS

A versatile time domain electromagnetic helicopter-borne geophysical survey has been completed over a block near Wawa, Ontario, Canada.

The total area coverage is 13.3 km2• Total survey line coverage is 298 line kilometres. The principal sensors included a Time Domain EM system and a magnetometer. Results have been presented as colour contour maps and stacked profiles at a scale of 1: 1 0,000.

Final data processing at the office of Geotech Limited in Aurora, Ontario was carried out under the supervision of Andrei Bagrianski, Surveys Manager.

A number of EM anomaly groupings were identified. Ground follow-up of those anomalies should be carried out if favourably supported by other geoscientific data.

Respectfully submitted,

Harish Kumar, Geotech Limited

~ Geutl'ch Ltd. - Report on Airborne Geophysical Survey for Pele Mountain Resources Inc. 19

APPENDIX A

SURVEY BLOCK LOCATION MAP

Q Geotec!!~Ud. - Report on Airborne Geophysical Survey for Pele Mountain Resources Inc. 20

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SURVEY BLOCK COORDI~ATES

Wawa (WGS 84, UTM zone 16N)

UTM eastings (x) UTM northings (y) 677800 5346300 677800 5342500 674300 5342500 674300 5346300

(b) Geolech L id. - Report on A irborne Geophysical Survey for Pele Mountain Resources Inc. 22

APPENDIXC

EM PROFILES AND MAGNETIC MAPS

~ Geo(ech Ltd. - Report on Airborne Geophysical Survey for Pele Mountain Resources Inc. 23

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APPENDIXD

GENERALIZED MODELING RESULTS OF VTEM SYSTEM

~ (leotecll LId. - Report on Airborne Geophysical Survey for Pele Mountain Resources Inc, 26

APPENDIXE

VTEM WAVE FORM

- Report on Airborne Geophysical Survey for Pete Mountain Resources Inc. 27

VTEM Waveform - April 2006

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~ Geotech Ltd. .. Report on Airborne Geophysical Survey for Pete Mountain Resources Inc. 28

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metresWGS 84 / UTM zone 16N

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Flown and processed by Geotech Ltd.30 Industrial Parkway S.,

Aurora, Ontario, Canada L4G 3W2www.geotechairborne.com

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Survey Specifications:Aircraft: Astar BA+ helicopter, Registration C-FXNDFlight Line Spacing: 50 metresNominal terrain clearance 80 metresEM Loop is 42 metres under helicopterMagnetic sensor is 42 metres under helicopter

Instruments:Geotech Time Domain Electromagnetic System (VTEM)with concentric Rx/Tx geometryTransmitter Loop Diameter 26 m, Base Frequency 30 HzDipole Moment 409,700 NIATransmitter Wave Form: Trapezoid, Pulse Width 7.5 msGeometrics Optically-pumped,High Sensitivity Cesium MagnetometerMag Resolution 0.02 nT at 10 samples/sec

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