I · 39 15 6 2065342 ONTARIO INC and Crea-Mac Contracting

Bulk Sample Summary Report March 12,2008, Amended September 15,2008

Mining Claim#: S4201256 and

Date work performed: Last week of November, 2007, May 2008

Scope of work:

During the last week of November, 2007 a small area on the east side of the claim was cleared of trees (~40' X 40') surrounding a black granite outcropping. In addition two access roads were excavated for ~ 800m for prospecting and drill access to the top of the deposit and to the North face of the hill.

On November 2i\ 2007 Franks Drilling and Blasting drilled 12,3 W' inch holes in a 6' x 6' pattern (4 holes by holes), approximately 20-23' deep. Late that afternoon at ~ 4:00pm a blast was detonated. Part of the blast did project onto a nearby gravel road. This was subsequently cleared. See attached invoice from Franks Drilling and Blasting.

The weather conditions were light snow flurries and the temperature was below zero degrees Celsius. That night and during the next few days there was a large amount of snow accumulation. None of the blast was removed due to the large amount of snow. Therefore none of the material was taken to our crushing facility in Warren, Ontario.

Jeff Oravecz of Coloured Aggregates Inc. was on site during the site preparation and drilling. Approximately 500 lbs of drilling chips were collected and subsequently sieved into various gradations. See breakdown in the chart below:

Black Granite Chipping from Drill 0-5/8" Black Granite Course Aggregate 9/16" x 5/16" Black Granite Chip 5/16" x 1/8" Black Granite Fines 0-1/8"

Physical Properties were not currently tested. It is planned for all physical testing during the later half of2008.

May 1-3,2008:

The site area was visited by Pat Tanguay and Susan Tanguay of Crea-Mac Contracting and Jeff Oravecz of Coloured Aggregates Inc to investigate the test blast conducted in November 2007. The weather was sunny and clear conditions.~~'Wl:l!i!':lml:oQ.t'imtj~:;;=--'I assess the test blast and surrounding areas.

OCT a 1 200B

GEOSCIENCE ASSESSMENT F

We also met with Harold Cheley ofDST Consulting Engineers, from Sudbury, to review claim posts and to discuss permit application and operational layout of the proposed new quany.

Some of the test blast material was taken back to the crusher in Warren, Ontario and crushed to confirm colour and particle shape. In addition the sand produced during crushing was assessed by sieve analysis to ensure that washed architectural sand could be produced. The results confirmed that a concrete sand specification could be met and that the superior black colour would be maintained.

Market Study:

Jeff Oravecz of Coloured Aggregates Inc. took 50 lbs of the W' Chip (5/16" x 1/8") and 50 lbs of the Black Granite Fines ( -1/8" Fines) from the drill chipping to an existing customer of Coloured Aggregates in Guelph, Ontario that produces polished architectural concrete poles.

This customer prepared 2 - 1 x 12" x 1 W' concrete sample plates with the black granite 1//' chip and the fines that were supplied by Coloured Aggregates Inc. One of the samples was prepared using black material from another deposited located ~ 1.5 km from the claim that Coloured Aggregates Inc and Crea-Mac Contracting currently extract black granite. See attached claim map.

Once the concrete plates had cured the samples were ground, polished and sealed. See attached photographs. Both samples were placed side by side and compared to assess colour and finish. The sample of black granite from the bulk sample was substantially better from a colour point of view and had polished to a jet black finish. The granite from the old deposit was black but did have some grey tones and was not as consistent in colour.

There are additional market for the black granite which includes: " Precast Prestressed Concrete 'Y Landscaping 'Y Terrazzo Flooring 'Y Roofing Ballast 'Y Cultured Stone 'Y Engineered Stone Products - resin based and concrete based

Conclusion:

The black granite from the test blast performed by Coloured Aggregates Inc. (2065342 Ontario Inc.) and Crea-Mac Contracting produced a superior black granite product.

During March of2008 Coloured Aggregates Inc had retained DST Consulting Engineers of Sudbury, Ontario to apply for an aggregate permit to extract the black granite from the two claims held by 2065342 Ontario Inc and Crea-Mac Contracting. DST Consulting Engineers visited the site in May of 2008 and have been actively completing required work to submit an application for an aggregate permit.

Due to the superior quality of the black granite and upon a successful application for an aggregates permit to extract the black granite Coloured Aggregates Inc. would like to start production as soon as possible.

JeffOravecz: -~-t---~---~--~--COLOURED AG JATES INC. March 12,2008 Amt~nded September 15, 2008

ank's .D:rilling and Blasting Ltd.

P.O. Box 100 Newburgh, ON. KOK 2S0

Ph. 613-378-2178 Fax 613-378-1554

Bill To

Coloured Aggregates Inc. 5 Lieth Hi,1I Road Toronto, ON M2J lY9

Quantity Item

1 Drill & Blast

Thank you for your business.

{

Description

- For Test Blasting in Black Granite Deposit on November 27, 2007 in River Valley.

Business Number: 101877033

. ' -

SUbtotal

GST

Total

INVOICE Date Invoice #

03112/2007 1661

Price Each Amount

4,500.00 . 4,500.00T

4,500.00

270.00

$4,770.00

Sketch A, showing mining claim location

Appendix A

Grain Size Analysis

Sieve Analysis Fine Aggregate

Client: Coloured Aggregates Inc. Sample Source: Coloured Aggregates Inc.

File' No.: Sample No.:

P DAVROC

L08-0141AT 235

Project: Compliance Testing Sampled By: Client

Sample Description: Date Received:

118" Washed Black Granite February 28,2008

Tested By: K. Fiyalko Date Tested: March 4,2008

-~

-'

Sieve Size Cumulative % CSAA23.1 (rom) " Requirements for Fine A I ""-"In,!;

.. r-' .--.. -~.-'''-''-'-10 100.0 100

.. - r" .-5 99.9 95 - 100

'."-

2.5 76.0 .-~ .. 80 - 100 ._--1.25 44.3 # 50 -90 _. '-- ... -

0.630 25.9 25 - 6S '-"

0.315 14.3 10 - 35 .. - .. ~-..... _- --'-'''-'''-'''' '-'-0.160 8.3 2-10 .-0.080 3.3 o - 3 Natural Sand

o - 5 Manufactured Sand --_ .. __ .. ---_._-v:. Modulus: 3.3 # 2.2 - 3.1

* CSA 23.1-04 Table 10 - Grading limits for fine aggregate Tested in accordance with CSA A23.2-2A

Sieve Analysis =-===.-=-=1="':'~'=-=" =-.::··.=r::::=:~===-'::;i==':===~---- .---.il' 100 ,. ~:-::"'I'''-''''''''

~ 80 . ---- '.. . __ .+--.... -+---.. ...... ~ "" 'i ] d

IiO

40

20

0

!···i---····-I-.. ···.".....1!----·· .... .......... Upper'" ~l.IIIIi1I T .. tS~ .... ~

0.1130 0.160 0.31S 0.630 us 5 10

Remarks: The above noted sample meets the CSA tolerances for fine aggregate, except where indicates by #.

~Ad!!'

Reviewed By:

Sal Fasullo, C.E. T.

File: L08-0141AT

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Table No.1 Summary of Tests Conducted

Laboratory Tests Conducted

Sieve Analysis of Fine and Coarse Aggregate

Clay Lumps in Natural Aggregate

Low-Density Granular Material in Aggregate

Amount of Material Finer Than 80llm in Aggregate

Organic Impurities in Fine Aggregates for Concrete

Resistance of Fine Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus

Detection of Alkali-Silica Reactive Aggregate By Accelerated Expansion of Mortar Bars

DOAVROC

2.

Canadian Standards Laboratory Test Number

A23.2-2A

A23.2-3A

A23.2-4A

A23.2-5A

A23.2-7A

A23.23A

A23.2-25A

D--~-~~ DAVROC

File: L08-0141AT 3.

Test Results

Test results, together with the specifications limits where applicable, are given as follows:

Table No.2 Fine Aggregate Test Results

Test Sample No. 235 *CSA 118" Washed Black Specifications Limits

Granite Sand

Sieve Analysis See Attached Sheet Appendix "A"

Clay Lumps (%) 0.2 1 max.

Low Density Granular Materials (%) 0.1 0.5 max.

Material Finer Than 80J.l.m Sieve (%) 3.3 3 max.

Organic Impurities <1 <3 (Organic Plate Number)

Micro-Deval Abrasion (loss %) 7.5 20 max.

Alkali-Silica Reactivity (%) (See attached sheets in Appendix "B") 0.019 0.15 max.

* eSA Standards A23 .1-04, Table 12 Limits for deleterious substances and physical properties of aggregates.

AppendixB

Alkali-Silica Reactivity Results

File: L08-0141AT

Davroc Sample No.

Sample No. 235 118" Washed Black

Granite Sand

Control Sample (Spratt) 05-10-06

Table No.1 Alkali·Silica Reactivity

(eSA A23.2-25A Mortar Bar Expansion)

Expansion %

Prism 3 Day 7 Day No.

1 0.005 0.010 2 0.004 0.008 3 0.004 0.009

Mean 0.004 0.009

1 0.123 0.258 2 0.121 0.257 3 0.124 0.259

Mean 0.123 0.258

10 Day

0.015 0.011 0.013 0.013

0.316 0.313 0.315 0.315

Note:See attached CSA Table No's. 1 and 2 for requirements.

P DAVROC

14 Day

0.020 0.017 0.018 0.019

0.393 0.391 0.396 0.393

The control aggregate expansion result falls within the 0.30 to 0.55% range at 14 days stated in the CSA Test Method A23.2-25A to ensure that the test procedure produces the required test conditions for expansion.

The above test results have been graphically presented on the attached graph.

File: LOS"()141AT

eSA A23.2-27 A Standard Practice to Identify Degree of Alkali-Reactivity of Aggregates and to

Identify Measures to Avoid Deleterious Expansion in Concrete

Table 1

Expansion Values (or Identifying Potentially Alkali-Silica Reactive Aggregates

Concrete Prism Expansion Test CSA Test Method A23.l-14A

Mortar Bar Accelerated Expansion Test CSA Test Method Al3.1-25A·

DDIWROC

(See Annex B, CSA Standard Al3.I, Clause B.3.4) (See Annex B, CSA Standard Al3.t, Clause B.3.3)

Greater than 0.040% at I year+ Greater than 0.150% at 14 days±

* This method is not appropriate for testing aggregates for alkali~carbonate reactivity.

+ In critical structures such as those used for nuclear containment or large dams, a lower expansion limit may be required.

± Several aggregates that expand more than 0.15% after 14 d have not caused deleterious expansion in field structures and expanded less than 0.040% when tested in accordance with eSA A23.2-14A. Therefore, expansion in excess of the recommended limit calls for further testing of concrete specimens.

A number of quarried siliceous limestone aggregates from the St. Lawrence Lowlands, which expand less than 0.150% after 14 d, have caused deleterious expansion in field structures and have expanded more than 0.040% in concrete prism tests. Therefore, a lower limit of 0.1 00% is recommended for this type of aggregate (Fournier and Berube 1991 b).

Some dolostones from the Beekmantown Group expand significantly when tested in accordance with eSAA23.l-14A (>0.040% after one year), while expanding between 0.10% and 0.15% after 14 d when tested in accordance with eSA A23.2-25A. Deletrious expansion in field structures has not been confitmed (Berube et aI., 2000).

There are reports of deterioration of field concretes made with quarried bedrock aggregates of Grenville Age in Ontario containing granites, gneisses, and granodiorites and also some horizons of the potsdam sandstone, which exhibit less than 0.0100% expansion at 14 d in the eSA A23.2-25A test. Therefore such aggregates shall be tested in accordance with CSA A23.2-14A.

File: L08-0141AT

CSA A23.2-27 A Standard Practice to Identify Degree of Alkali-Reactivity of Aggregates and to

Identify Measures to Avoid Deleterious Expansion in Concrete

Table 2

Degree of Alkali-Silica Reactivity of Aggregates

Classification of the degree of alkali-silica reactivity

Nonreactive Moderately reactive Highly reactive

One year expansion (0/.) in CSA Test Metbod A23.2-14A*+

<0.040 0.040-0.120 >0.120

14 d expansion (%) in CSA Test Metbod A23.2-2SA+:t

<0.150% (See Table 1)

** >0.150% (see Table 1)

* The degree of alkali-silica reactivity obtained in the eSA A23 .2-14A test is that of a combination of the fine and coarse aggregates intended for use in concrete. If the results of the combination are not available, then the degree of alkali-silica reactivity to be used in this Table shall be that of the most expansive of the aggregates to be used.

+ When data obtained in accordance with eSA A23.2-25A conflict with those obtained with the same aggregate in accordance with eSA A23.2-14A, the results of the latter shall prevail.

± When the accelerated mortar bar test is used, each aggregate to be used shall be tested and the degree of alkali-silica reactivity based on the largest test value shall be obtained.

** The accelerated mortar bar test is not considered to be suitable for distinguishing between moderately and highly reactive aggregates. Consequently, in the absence of concrete prism test data, aggregates that produce >0.150% expansion at 14 days in the test are classified as highly reactive.

DAVROC TI::STfNG LABORATORIES INC.

File: L08-0141AT

Coloured Aggregates Inc. S Leithill Road Toronto, Ontario M2JIY9

Attn: Mr. Jeff Oravecz

Dear Sir;

Aggregate Testing

CONSULTING ENGINEERS.

Maleria/, Testing­<1nd Inspection

March 31, 2008

Further to receipt of a sample of Yz" to 1/4" • Black Granite Stone in our laboratory on February 28,2008, Davroc Testing Laboratories Inc., are pleased to report the results of our tests.

The material was given the following designations.

• •

Davroc Lab Sample No.: Client Sample Identification:

234 YzII to 114" - Black Granite

The following tests were perfonned in accordance with the Canadian Standard Association, Standard A23 .1-041 A23 .2-04 test methods shown in Table No.1.

2051 Willtams Parkway Units 20 & 21 Bramplon, Ontario Canada L6S 5 T 4 Tel: (905) 792-7792 Fax: (905) 792-7829

File: L08-0141AT

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10.

Table No. 1 Summary of Tests Conducted

Laboratory Tests Conducted

Sieve Analysis of Fine and Coarse Aggregate

Clay Lumps in Natural Aggregate

Low-Density Granular Material in Aggregate

Amount of Material Finer Than 80JlIll in Aggregate

Soundness of Aggregate by Use of Magnesium Sulphate

Relative Density and Absorption of Coarse Aggregate

Flat and Elongated Particles in Coarse Aggregate

Resistance of Unconfined Coarse Aggregate to Freezing and Thawing

Resistance of Coarse Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus

Petrographic Examination of Aggregates for Concrete

D DAVROC

2.

Canadian Standards Laboratory Test Number

A23.2-2A

A23.2-3A

A23.2-4A

A23.2-5A

A23.2-9A

A23.2-12A

A23.2-13A I

A23.2-24A I

A23.2-29A

ASTM Standard Designation

C295

D DAVRQC

File: LOB-0141AT 3.

Test Results

Test results, together with the specifications limits where applicable, are given as follows:

Table No.2 Coarse Aggregate Test Results

Test Sample No. 234 *CSA %" to 114" Specifications

Black Granite Limits Stone

Sieve Analysis See Attached Sheet Appendix A

Clay Lumps (%) 0.08 0.25 max. (1) 0.50 max. (2)

Low Density Granular Materials (%) 0.00 0.50 max. (1) 1.0 max. (2)

Material Finer Than 80~m Sieve (%) 0.4 1.0 for Gravel 2.0 for Crushed Rock

Magnesium Sulphate Soundness 0.8 12 max(l) (5 cycle loss %) 18 max. (2)

Relative Density (1) Apparent 2.792 No Limits (2) Bulk 2.770 (3) Bulk SSD 2.778

Absorption (%) 0.3 No Limits

Flat and Elongated Particles (%) 3.1 20 max. (1) (2)

Micro-Deval Abrasion (loss %) 4.4 17 max. (1) (2)

Unconfmed Freeze-Thaw Loss (%) j

1.6 6 max. (1) 8 max. (2)

Petrographic Analysis 100 No Limits (see report in Appendix "B")

Note: CSA Standards A23 .1-04, Table 12 Limits for deleterious substances and physical properties of aggregates.

(1) Concrete exposed to freezing and thawing. (2) Other exposure conditions.

D DAVROC

File: L08-0141AT 4.

Comments

The W'to 1/4" - Black Granite sample results obtained meet the eSA A23.l-04 physical requirements for coarse aggregate, for use in concrete.

We trust this report provides you with the information you require at this time. If you have any questions, please do not hesitate to contact the undersigned.

SF/cr

08-0141·2

Yours very truly, Davroc Testing Laboratories Ine.

jI~ Sal Fasullo C.E.T. Vice President

Appendix A

Grain Size Analysis

D DAVROC

Client: Sample Source: Project: Sampled By: Tested By:

Sieve Size II (mm)

28 -,-- -.

20 14

1--.-------.--10 ---5 --

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

1.25 ->.--

0.080 (Wet screened)

Sieve Analysis Coarse Aggregate

Coloured Aggregates Inc. Coloured Aggregates Inc. CSA Compliance Testing Client KF

File No.: Sample No.: Sample Description: Date Sampled: Date Tested:

LO-0141AT 234

P DAVROC

112"-114" Black Granite Stone February 28 ,2008 March 4. 2008

Cumulative % CSA A23.1 Requirements* Passing ?O.'\mft\ Size 114-~mm Size 10-2.5mm Size

100.0 100 100.0 90 100 100 100.0 6090 90 - 100 100 61.7 25~0 45 -75 85 - 100 2.2 0-10 0-15 10- 30 ... _._--- ---~.-

0.7 0-5 0-5 0-10 ---- ---_._-. 0.6 - - 0-5

'-'~--"'" -'--- -----0.4 1.5 for Crushed Stone

1.0 for Natural Stone

,., CSA A23.1-04 Table II - Grading requirements for coarse aggregate Tested in accordance with CSA A23.2-2A

Sieve Analysis P::=---====~=:'=+=========-=+=====-====+=--'-'----=----------'--=---=:~-':::'::: ... ::";'-.,..-""--l ---

--+- -----\----

- .----""'-- .......... --us 1.5 5 10 14 10

Sieve Size (rum)

Remarks: The above noted sample meets the CSA tolerances for a 14 to 5 mm size coarse aggregate.

Reviewed By:

P DAVROC

AppendixB

Petrographic Analysis

DDAVROC

COARSE AGGREGATE PETROGRAPHIC ANALYSIS

SAMPLE DESCRIPTION: Black Granite FRACTION: 13.2 to 6.7 mm

PROJECT No. L08-0141AT SAMPLE No. 234

ANALYST: H. Lohse, P. Eng. Date March 13, 2008

TYPE TYPE MASS % NO.

GRANITE-DIORITE-GABBRO (hard) 08 529.3 100.0 TOTAL GOOD AGGREGATE 529.3 100.0

TOTAL FAIR AGGREGATE 0.0 0.0

TOTAL POOR AGGREGATE 0.0 0.0

TOTAL DELETERIOUS AGGREGATE 0.0 0.0 TOTALS 529.3 100.0

PERCENT GOOD 100.0 x 1 = 100.0 PERCENT FAIR 0.0 x 3 = 0.0 PERCENT POOR 0.0 x 6 = 0.0 PERCENT DELETERIOUS 0.0 x 10 = 0.0

HOT MIX, MULCH AND CONCRETE P.N. CORRECTED GRANULAR AND 16 mm CRUSHED P.N.

NOTES:

1. ANALYSIS CARRIED OUT ACCORDING TO MTO METHOD OF TEST LS-609.

2. THIS ANALYSIS DOES NOT TAKE INTO ACCOUNT THE POTENTIAL FOR ALKALI-AGGREGATE REACTIVITY.

08-0141-234PN

GRANULAR CORRECTION

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1

DANA TOWNSHIP BLACK GRANITE DEPOSIT Re: November 27,2008 Bulk Sample Claim #: 4201256

Gradation Results from Bulk Sample: O· 5/S" • 5 Ibs sample

Seive Size Weight Individual % Retained Retained

5/S" (16 mm) 0.03 0.6 9/16" (13.2 mm) 0.05 1 5/16" ( S.O mm) 1.59 31.8

1/S" (2mm) 1.95 39 Pan 1.38 27.6

Total 5 100

Cumulative % Retained

0.6 1.6

33.4 72.4 100

Cumulative % Passing

99.4 98.4 66.6 27.6

0