Technical Report - ceaa.gc.ca · Technical Report: Drilling, ... 3.3.1 Borehole and Casing Sizes ... to complete the borehole drilling and permanent casing installation at DGR-3 and

Technical Report Title: Drilling, Logging and Sampling of DGR-3

and DGR-4 Document ID: TR-08-13 Authors: Glen Briscoe, Andrew Wigston and

Michael Melaney Revision: 0 Date: February 11, 2010

DGR Site Characterization Document Intera Engineering Project 08-200

Technical Report: Drilling, Logging and Sampling of DGR-3 and DGR-4 Revision 0 Doc ID: TR-08-13

February 11, 2010 ii

Intera Engineering DGR Site Characterization Document

Title: Drilling, Logging and Sampling of DGR-3 and DGR-4

Document ID: TR-08-13

Revision Number: 0 Date: February 11, 2010

Authors: Glen Briscoe, Andrew Wigston and Michael Melaney

Technical Review: Kenneth Raven; Branko Semec and Jim, McLay, (NWMO)

QA Review: John Avis

Approved by:

Kenneth Raven

Document Revision History

Revision Effective Date Description of Changes

0 February 11, 2010 Initial Release

smithj

Typewritten Text

<original signed by>

smithj

Typewritten Text


February 11, 2010 iii

TABLE OF CONTENTS

1 INTRODUCTION ................................................................................................................. 1

2 BACKGROUND ................................................................................................................... 1

3 DRILLING PROGRAM ........................................................................................................ 3 3.1 Ontario Ministry of Natural Resources Drilling Regulations ........................................... 3 3.2 Drilling Fluids ................................................................................................................. 3 3.3 Drilling Methods............................................................................................................. 5

3.3.1 Borehole and Casing Sizes ................................................................................ 5 3.3.2 DGR-3 Drilling and Casing Sequencing .............................................................. 6 3.3.3 DGR-4 Drilling and Casing Sequencing .............................................................. 6 3.3.4 Casing Installation Methods ................................................................................ 9

3.4 Drilling Conditions ....................................................................................................... 10 3.4.1 Rock Quality ..................................................................................................... 10 3.4.2 Zones of Drilling Fluid Loss............................................................................... 11 3.4.3 Cambrian Sandstone Overpressures in DGR-3 and DGR-4 ............................. 12 3.4.4 Oil and Gas Occurrences ................................................................................. 13

3.5 Borehole Testing ......................................................................................................... 13 3.5.1 Borehole Orientation ......................................................................................... 13 3.5.2 Opportunistic Groundwater Sampling While Drilling ......................................... 13 3.5.3 Other Borehole Tests ........................................................................................ 14

4 CORE PROCESSING ........................................................................................................ 14 4.1 Core Photography ....................................................................................................... 14 4.2 Core Logging ............................................................................................................... 15 4.3 Core Sampling............................................................................................................. 16 4.4 Core Preservation ....................................................................................................... 16 4.5 Core Storage ............................................................................................................... 18

5 DATA QUALITY AND USE ............................................................................................... 19

6 REFERENCES .................................................................................................................. 19

LIST OF FIGURES

Figure 1 Location of DGR-1, DGR-2, DGR-3, DGR-4 and US-8 at the Bruce Site ........................................ 2 Figure 2 Bedrock Stratigraphic Column at the Bruce Site based on DGR-3 and DGR-4 Data ...................... 4 Figure 3 Bedrock Drilling and Casing Installation Sequence – Borehole DGR-3 ........................................... 7 Figure 4 Bedrock Drilling and Casing Installation Sequence – Borehole DGR-4 ........................................... 8


February 11, 2010 iv

LIST OF TABLES

Table 1 Summary of Borehole and Casing Sizes for DGR-3 and DGR-4 ................................................................. 6 Table 2 Summary of Shut-in Pressures for Cambrian Formation in DGR-3 and DGR-4 ........................................ 12 Table 3 Summary of Core Samples Collected by Analyses and Formation ........................................................... 17

LIST OF APPENDICES

APPENDIX A MNR Well Licenses for DGR-3 and DGR-4 APPENDIX B Well Examiner Reports for Casing Installations APPENDIX C DGR-3 Borehole Log APPENDIX D DGR-4 Borehole Log APPENDIX E Examples of Core Photography APPENDIX F Summary of Core Samples Collected from DGR-3 and DGR-4


February 11, 2010 1

1 Introduction

Intera Engineering Ltd. has been contracted by the Nuclear Waste Management Organization (NWMO) to implement the Geoscientific Site Characterization Plan (GSCP) for the Bruce site located near Tiverton, Ontario. The purpose of this site characterization work is to assess the suitability of the Bruce site to construct a Deep Geologic Repository (DGR) to store low-level and intermediate-level radioactive waste. The GSCP is described by Intera Engineering Ltd. (2006, 2008a).

This Technical Report summarizes the results of the drilling and core processing activities completed at two deep bedrock boreholes (DGR-3 and DGR-4) as part of Phase 2 of the GSCP.

Work described in this Technical Report was completed in accordance with Test Plan TP-08-01 – DGR-3 and DGR-4 Drilling and Casing Installation (Intera Engineering Ltd., 2008b), Test Plan TP-08-02 – DGR-3 and DGR-4 Drilling Fluid Management (Intera Engineering Ltd., 2008c), Test Plan TP-08-04 – DGR-3 and DGR-4 Core Sampling and Distribution for Laboratory Testing (Intera Engineering Ltd., 2008d), and Test Plan TP-08-03 – DGR-3 and DGR-4 Core Photography and Logging (Intera Engineering Ltd., 2008e). Work described in this Technical Report was completed following the general requirements of the DGR Project Quality Plan (Intera Engineering Ltd., 2009a).

2 Background

The GSCP comprises two phases of borehole drilling and investigations. Phase 1 included the drilling and testing of two deep boreholes, DGR-1 and DGR-2, to total depths of 462.9 and 862.3 metres below ground surface (mBGS) respectively, and the drilling and testing of one shallow borehole, US-8, to a total depth of 200 mBGS. Phase 1 drilling and testing was completed between December 2006 and December 2007. Both of the Phase 1 DGR boreholes were drilled at one location (Drill Site # 1), approximately 40 metres apart from each other. The shallow borehole (US-8) was drilled at a second location (Drill Site # 2); both drill sites are at the Bruce site as shown on Figure 1.

Phase 2 of the GSCP includes the drilling and testing of four additional deep boreholes and has been divided into two smaller phases. Phase 2A comprised DGR-3 and DGR-4, both of which were vertical, continuously cored boreholes that were drilled to 869.17 and 856.98 mBGS, respectively. DGR-3 was drilled at Drill Site # 2 and DGR-4 was drilled approximately 1050 metres to the north at Drill Site # 3, both on the Bruce site, as shown on Figure 1. Bedrock drilling of DGR-3 was completed between April 22 and July 18, 2008 and bedrock drilling of DGR-4 was completed between July 31 and October 24, 2008.

Phase 2B comprises two inclined boreholes, DGR-5 and DGR-6, drilled at an inclination of approximately 65 and 60 degrees from horizontal, respectively. Phase 2B drilling and testing is scheduled to be completed between March 2009 and April 2010.

The purpose of drilling DGR-3 and DGR-4 was to complement the information that was collected from DGR-1 and DGR-2 and provide three data sets of subsurface information (including DGR-1 an DGR-2 as one data set) that triangulate around the proposed DGR repository location to determine the continuity and strike/dip of strata and of subsurface conditions on the Bruce site and specifically below the proposed DGR location. Therefore, similar to Phase 1, drilling at DGR-3 and DGR-4 provides additional information on bedrock stratigraphy, provide core for laboratory, geological, geomechanical, hydrogeological and geochemical testing, and provide access for borehole geophysical testing, borehole hydraulic testing and future multi-level sampling, monitoring and testing. The information gathered from DGR-3 and DGR-4 will assist with developing descriptive geosphere site models and guide future bedrock drilling programs in the GSCP.

Core Storage Facility

Drill Site #3

Drill Site #1

Drill Site #2

US-8

DGR-2

DGR-4

DGR-3 DGR-1

452000 453000 454000 45500049

0700

049

0800

049

0900

0

0 175 350 525 70087.5Meters

NWMO DGR Site Characterization Project

Scale

Projection: UTM Zone 17N and Datum: NAD83

Date: 25/06/2009Project: 08-200

Drawn: NKPChecked: GDB

Data Credits:NRVIS/OBM, MNR, Ontario Power Generation, Bruce Power

1:20,000

P:/QMS_DGR/TR_WorkingFiles/Common Figures/Site Layout.mxd

Legend

BuildingsRoadsRailwayTransmission LinePits or LandfillsStream or Drainage

Location of DGR-1, -2, -3 and -4, and US-8

Proposed DGR LayoutINTERA Work Area

Figure 1

Location of DGR-1, DGR-2,DGR-3, DGR-4 and US-8

at the Bruce Site


February 11, 2010 3

Figure 2 shows the interpreted bedrock formation contact depths/elevations and subsurface nomenclature for the Bruce site based on the drilling and core logging activities completed at DGR-3 and DGR-4. The rational for these formation picks are described in TR-08-12 - Bedrock Formations and Contacts in DGR-3 and DGR-4 (Intera Engineering Ltd., 2009b).

3 Drilling Program

Davidson Drilling Limited, based out of Wingham, Ontario, was retained as Intera Engineering Ltd. subcontractor to complete the borehole drilling and permanent casing installation at DGR-3 and DGR-4.

The Phase 2 drilling program took into account the geological and hydrogeological conditions encountered during Phase 1 drilling of DGR-1 and DGR-2 at Drill Site #1 as well as conditions encountered at Drill Site # 2 while drilling a shallow borehole (US-8) to a depth of 200 mBGS. DGR-3 and DGR-4 were designed to provide two separate boreholes on either side of the proposed DGR with open bedrock intervals from Silurian dolostones and shales through the deeper Ordovician shales and limestones and Cambrian basal sandstones. DGR-3 was completed with an open bedrock interval from 208.5 mBGS (12.0 metres below the top of the Salina Formation F-Unit shale) to 869.2 mBGS (13.7 metres into the Cambrian sandstone). DGR-4 was completed with an open bedrock interval from approximately 188.2 mBGS (11.3 metres below the top of the Salina Formation F-Unit shale) to 857.0 mBGS (12.9 metres into the Cambrian sandstone).

3.1 Ontario Ministry of Natural Resources Drilling Regulations

All work associated with the drilling program was completed in accordance with the Ontario Ministry of Natural Resources (MNR) Oil, Gas and Salt Resources of Ontario, Provincial Operating Standards, Version, 2.0 (MNR Standards) which covers Well Drilling and Works regulated by the Oil, Gas and Salt Resources Act (OGSRA). As such, blow-out prevention (BOP) equipment was utilized for all drilling activities below top of the Salina Formation F-Unit shale to address the possibility of potential gas-pressurization issues; however, no significant oil or gas was encountered while drilling DGR-3 and DGR-4.

DGR-3 was drilled under Ministry of Natural Resources (MNR) Well License No. 11811 and is located at NAD83 UTM Zone 17N, 4907739.8 m Northing and 453080.5 m Easting with a ground surface elevation of 187.35 metres above sea level (ASL). Similarly, DGR-4 was drilled under MNR Well License No. 11812 and is located at NAD83 UTM Zone 17N, 4908743.9 m Northing and 453378.3 m Easting with a ground surface elevation of 181.60 mASL. Copies of the MNR Well Licences are included in Appendix A.

All depths of core runs and sub-sample locations were measured from a common reference point which was selected prior to the start of drilling each borehole. For both DGR-3 and DGR-4, the reference datum was ground surface, which was surveyed using geodetic benchmarks identified during the surveying of DGR-3 and DGR-4. All deliverables to the MNR (MNR Drilling License Applications, Drilling Completion Records - MNR Form 7, drill cutting chip samples) are required to express depths in units of metres below the drill rig Kelly Bushing (BKB). The drill rig Kelly Bushing height was adjusted several times throughout the drilling programs at DGR-3 and DGR-4. However for reporting purposes, the ground surface reference datum was measured to be approximately 2.15 mBKB of the drilling rig at DGR-3 and approximately 2.20 mBKB at DGR-4.

3.2 Drilling Fluids

Drilling was completed using a combination of fresh water and brine-based drilling fluids, depending on the expected in-situ bedrock formation chemistry, to cool the bit and clean the cuttings from the borehole. Sodium fluorescein (NaFl), a fluorescent green dye, was added to the drilling fluid as a tracer to assess the level of impact of drilling operations during groundwater sampling. The details of drilling fluid preparation, management and testing are described in Technical Report TR-08-16 - Drilling Fluid Management and Testing in DGR-3 and DGR-4 (Intera Engineering Ltd., 2009c). In general, fresh water drilling fluids were used to drill the bedrock above the Salina Formation F-Unit shale and brine-based drilling

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

6

2

20

18

17

16

15F

15G

15E

15C

15B

15A2

15A1

14

13

12

11

10

9

7

5

4

3

15A0

8B

8A

15D

19

170.1

76.2

126

177.4

221

245.5

262

326.1

411.5

435.7

519.3

653.1

786.8

763

0.0

608

689

717.3

839

De

pth

(mB

GS

)

292.5

371.8

37.6

855.5

LEGEND - BRUCE SITE STRATIGRAPHY

6

7.9

93.9

143.3

187.3196.5

239.6

263.4

277.9

338.6

422.8

447.5457

531.4

664.3

799.3

775.6

0.0

386.8

620.1

700.8

729.8

851

2

20

18

17

16

15F

15G

15E

15C

15B

15A2

15A1

14

13

12

11

10

9

7

5

4

3

De

pth

(mB

GS

)

304.6

266

384.2

54.5

673

15A0

8B

8A

15D

19

247.3

375.6

446.3

661.5

844.1

7.5

EL

EV

AT

ION

INm

AS

L

250

200

150

100

50

0

50

100

150

200

300

250

350

400

450

500

600

550

650

700

DGR-3 DGR-4

PLEISTOCENE20 SURFICIAL DEPOSITS

MIDDLE DEVONIAN19 LUCAS FORMATION - DOLOSTONE18 AMHERSTBURG FORMATION - DOLOSTONE

LOWER DEVONIAN17 BOIS BLANC FORMATION - CHERTY DOLOSTONE

~~~~~~ SILURIAN / DEVONIAN DISCONTINUITY

UPPER SILURIAN16 BASS ISLANDS FORMATION - DOLOSTONE15 SALINA FORMATION

15G G UNIT - ARGILLACEOUS DOLOSTONE15F F UNIT - DOLOMITIC SHALE15E E UNIT - BRECCIATED DOLOSTONE AND DOLOMITIC SHALE15D D UNIT - ANHYDRITIC DOLOSTONE15C C UNIT - DOLOMITIC SHALE AND SHALE15B B UNIT - ARGILLACEOUS DOLOSTONE AND ANHYDRITE

15A2 A2 UNIT - DOLOSTONE AND ANHYDRITIC DOLOSTONE15A1 A1 UNIT - ARGILLACEOUS DOLOSTONE AND ANHYDRITIC

DOLOSTONE15A0 A0 - BITUMINOUS DOLOSTONE

MIDDLE SILURIAN14 GUELPH, GOAT ISLAND, GASPORT, LIONS HEAD AND FOSSIL

HILL FORMATIONS - DOLOSTONE AND DOLOMITIC LIMESTONE

LOWER SILURIAN13 CABOT HEAD FORMATION - SHALE12 MANITOULIN FORMATION - CHERTY DOLOSTONE AND MINOR

SHALE

UPPER ORDOVICIAN11 QUEENSTON FORMATION - RED SHALE10 GEORGIAN BAY FORMATION - GREY SHALE9 BLUE MOUNTAIN FORMATION - DARK GREY SHALE

MIDDLE ORDOVICIAN8

7 SHERMAN FALL FORMATION - ARGILLACEOUS LIMESTONE6 KIRKFIELD FORMATION - ARGILLACEOUS LIMESTONE5 COBOCONK FORMATION - BIOTURBATED LIMESTONE4 GULL RIVER FORMATION - LITHOGRAPHIC

LIMESTONE3 SHADOW LAKE FORMATION - SILTSTONE AND SANDSTONE

CAMBRIAN2 CAMBRIAN SANDSTONE

NOTE:1. SUBSURFACE STRATIGRAPHIC NOMENCLATURE

AFTER ARMSTRONG AND CARTER (2006)

COBOURG FORMATION8B COLLINGWOOD MEMBER - BLACK CALCAREOUS SHALE

AND ARGILLACEOUS LIMESTONE8A LOWER MEMBER - ARGILLACEOUS LIMESTONE

FIGURE 2 Doc. No.: TR-08-13_Figure 2_R0.cdr

Prepared by: ADG

Reviewed by: KGR

Date: Mar 25, 2010

Interpreted Bedrock Stratigraphy at Bruce Site from DGR-3 and DGR-4 Data

Technical Report: TR-08-13 Drilling, Logging and Sampling ofDGR-3 and DGR-4


February 11, 2010 5

fluids were used to drill the bedrock formations below this depth.

All drilling fluids were prepared using treated Lake Huron water which was obtained from an outside service outlet at OPG Building B-19 (Spent Solvent Treatment Facility) on the Bruce Site. Treated Lake Huron water was trucked from Building B-19 by Davidson Drilling and pumped into mixing and holding tanks at the DGR-3 and DGR-4 drill sites. All borehole drilling fluids and cuttings were diverted from the boreholes into storage tanks such that the cuttings could be settled out and the drilling fluid re-used for drilling operations.

3.3 Drilling Methods

Drilling through overburden and shallow bedrock at DGR-3 and DGR-4 was completed using a truck-mounted Gardner Denver (model: 15W) drilling rig with conventional rotary drilling equipment. Tri-cone drill bits were used to rotary drill through overburden and shallow bedrock to a depth of 30.2 mBGS at both DGR-3 and DGR-4. Below 30.2 mBGS, bedrock was continuously cored in both boreholes. The Gardner Denver rig was used to core bedrock at DGR-3 to a depth of 88.1 mBGS. At this depth the drilling rig was replaced with a truck-mounted Versa-Drill (model: V2000NG manufactured in 2006) which completed bedrock coring in DGR-3 and DGR-4.

All bedrock coring was completed using a quad-latch double-tube wireline coring system with a split-inner barrel, manufactured by American Diamond Products (formerly Christensen), that produced a 75mm (3-inch) diameter high quality core in 3.05 m lengths. On occasion it was necessary to core a shorter length to accommodate difficult drilling conditions. Coring equipment used at DGR-3 and DGR-4 produced a 143mm (5 ⅝‐inch) diameter borehole from 30.2 mBGS to the total depth of the boreholes.

Once coring was completed into the Salina Formation F-Unit shale the boreholes were enlarged to 222mm (8 ¾‐inch) to accommodate intermediate BOP casing installation. The borehole enlargement was completed using a tri-cone bit and reaming equipment.

Two types of coring bits were used to complete the continuous coring of DGR-3 and DGR-4. Carbonado diamond drilling bits were used to drill the upper 50 m and bottom 4 m of bedrock in DGR-3 and polycrystalline diamond (PCD) bits were used for the remainder of the hole. All bedrock drilling in DGR-4 was completed using PCD bits. Throughout the drilling program, PCD bits were typically operated with a bit rotation speed of approximately 80 to 100 revolutions per minute (RPM) with a torque of approximately 1800 to 2200 foot pounds (ft*lbs). Carbonado drill bits were typically operated with a bit rotation speed of approximately 60 RPM.

The coring times for a 3.05 m length of core typically ranged from 5-15 minutes for softer shale or argillaceous-rich formations such as the Salina G-Unit, Cabot Head, Queenston and Blue Mountain Formations, as well as for the dolostone Lions Head Formation. Core times were typically longer, ranging between 1-3 hours, for harder dolostone and limestone formations such as the Lucas, Amherstburg, Bass Islands, Cobourg, Kirkfield, and Gull River and the Cambrian sandstone. The average coring time was around 45 minutes.

3.3.1 Borehole and Casing Sizes

In order to meet the casing requirements of the MNR Standards, multiple telescoped-casing installations were necessary to provide a permanent seal between various aquifers within the Devonian and Silurian formations and to provide suitable blow-out prevention in the event of drilling through a gas-pressurized zone. Table 1 summarizes the final borehole diameter and casing sizes for both DGR-3 and DGR-4.


February 11, 2010 6

Table 1 Summary of Borehole and Casing Sizes for DGR-3 and DGR-4

Casing String/Borehole Bottom Depth Borehole Diameter Casing Size (OD) (mBGS) (inch) (mm) (inch) (mm)

DGR‐3 surface conductor casing 8.9 15 381 12 ¾ 324

surface casing 30.2 11 ⅝ 295 9 ⅝ 245 intermediate BOP casing 208.5 8 ¾ 222 7 178

main borehole 869.2 5 ⅝ 143 open hole

DGR‐4 Surface conductor casing 8.6 15 381 12 ¾ 324

Surface casing 30.2 11 ⅝ 295 9 ⅝ 245 intermediate BOP casing 188.7 8 ¾ 222 7 178

main borehole 857.0 5 ⅝ 143 open hole

Figure 3 and Figure 4 show the sequence of drilling sizes and permanent casing installations for DGR-3 and DGR-4, respectively. Each drilling and casing program is discussed in further detail below.

3.3.2 DGR-3 Drilling and Casing Sequencing

As shown in Figure 3, DGR-3 was drilled in the following manner:

Step 1: Rotary drilled 381mm (15-inch) diameter borehole using mud rotary techniques with a tri-cone drill bit through overburden sediments to 8.9 mBGS (approximately 1.0 m below top of bedrock).

Step 2: Installed 324mm (12 ¾‐inch) diameter surface conductor casing from bottom of borehole (8.9 mBGS), extending above ground surface.

Step 3: Rotary drilled 295mm (11 ⅝-inch) diameter borehole using mud rotary techniques with a tri-cone drill bit to 30.2 mBGS (approximately 22.3 m below top of bedrock).

Step 4: Installed 245mm (9 ⅝‐inch) diameter surface casing from bottom of borehole (30.2 mBGS), extending above ground surface.

Step 5: Continuously cored 143mm (5 ⅝‐inch) diameter borehole from 30.2 mBGS to 208.5 mBGS (approximately 12.0 m into Salina Formation F-Unit shale).

Step 6: Enlarged cored section of borehole to a diameter of 222mm (8 ¾‐inch) to a depth of 208.5 mBGS using a tricone bit and reaming equipment and installed 178mm (7-inch) diameter intermediate casing for blow-out prevention.

Step 7: Continuously cored 143mm (5 ⅝‐inch) diameter borehole from 208.7 mBGS to final depth of 869.17 mBGS (approximately 13.7 m below top of Cambrian sandstone).

3.3.3 DGR-4 Drilling and Casing Sequencing

Similarly, Figure 4 shows the steps completed during bedrock drilling at DGR-4:

Step 1: Rotary drilled 381mm (15-inch) diameter borehole using mud rotary techniques with a tri-cone drill bit through overburden sediments to 8.6 mBGS (approximately 1.1 m below top of bedrock); extending above ground surface.

250

200

150

100

50

0

50

100

150

200

300

250

350

400

450

500

600

550

650

700

~~~~~~~~~~~~~~~~~~~

869.2

Prepared by: NKP


Reviewed by: APW

Date: Dec 3, 2009

Bedrock Drilling and Casing Installation Sequence - Borehole DGR-3Technical Report: TR-08-13 Drilling, Logging and Sampling of DGR-3 and DGR-4

Step 1 Step 4Step 2 Step 3 Depth (mBGS)

BOREHOLE DGR - 3

208.5

Step 1: Rotary drilled a 381mm (15-inch) diameter borehole to 8.9 mBGS, approximately 1 m

Step 2: Rotary drilled a 295 mm (11 5/8-inch) diameter borehole to 22.3 m below top of bedrocksurface (30.2 mBGS). Installed 245mm (9 5/8-inch) diameter surface casing;

Step 3: Continuously cored a 143mm (5 5/8-inch) diameter borehole to 12.0 m

Step 4: Enlarged cored section of borehole to a diameter of 222mm (8 3/4-inch) and installed 178mm(7-inch) diameter intermediate casing for blow-out prevention;

Step 5: Continuously cored a 143mm (5 5/8-inch) diameter borehole to 869.2 mBGS (13.7 m

intobedrock. Installed 324mm (12 3/4-inch) diameter surface conductor casing;

below top of F-Unitshale in Salina Formation (208.5 mBGS);

belowtop of Cambrian Formation sandstone).

Step 5

8.930.2

Cobourg Limestone

Salina A0-Unit Dolostone

Repository Horizon

Salina B-Unit Dolostone/Anhydrite

Cambrian SandstoneShadow Lake Siltstone/Sandstone

Amherstburg Dolostone

Bois Blanc Dolostone

Bass Islands Dolostone

Salina F-Unit Shale

Salina C-Unit Shale



Guelph Dolostone

Cabot Head ShaleManitoulin Dolostone

Queenston Shale

Georgian Bay Shale

Collingwood Shale and Limestone

Sherman Fall Limestone

Kirkfield Limestone

Coboconk Limestone

Gull River Limestone

Blue Mountain Shale

Salina E-Unit Dolostone

Lucas Dolostone

Salina G-Unit Shale

Salina D-Unit Dolostone

EL

EV

AT

ION

INm

AS

L

~~~~~~~~~~~~~~~~~~~

857.0

Step 1 Step 4Step 2 Step 3 Depth (mBGS)

BOREHOLE DGR - 4

188.7

Step 1: Rotary drilled a 381mm (15-inch) diameter borehole to 8.6 mBGS, 1.1 m

Step 2: Rotary drilled a 295 mm (11 5/8-inch) diameter borehole to 22.7 m below top of bedrocksurface (30.2 mBGS). Installed 245mm (9 5/8-inch) diameter surface casing;

Step 3: Continuously cored a 143mm (5 5/8-inch) diameter borehole to 11.3 m

Step 4: Enlarged cored section of borehole to a diameter of 222mm (8 3/4-inch) and installed 178mm(7-inch) diameter intermediate casing for blow-out prevention;

Step 5: Continuously cored a 143mm (5 5/8-inch) diameter borehole to 857.0 mBGS (12.9 m

into bedrock.Installed 324mm (12 3/4-inch) diameter surface conductor casing;

below top of F-Unitshale in Salina Formation (188.7 mBGS);

belowtop of Cambrian Formation sandstone).

Step 5

8.630.2

Cobourg Limestone


Amherstburg Dolostone

Bois Blanc Dolostone

Bass Islands Dolostone

Salina F-Unit Shale

Salina C-Unit Shale

Salina B-Unit Dolostone/Anhydrite



Guelph Dolostone

Cabot Head Shale

Manitoulin Dolostone

Queenston Shale

Georgian Bay Shale

Collingwood Shale and Limestone

Sherman Fall Limestone

Kirkfield Limestone

Coboconk Limestone

Gull River Limestone

Repository Horizon

Blue Mountain Shale

Cambrian Sandstone

Salina E-Unit Dolostone

Shadow Lake Siltstone/Sandstone

Lucas Dolostone

Salina G-Unit Shale

Salina D-Unit Dolostone

250

200

150

100

50

0

50

100

150

200

300

250

350

400

450

500

600

550

650

700

EL

EV

AT

ION

INm

AS

L

Prepared by: NKP


Reviewed by: APW

Date: Dec 3, 2009

Technical Report: TR-08-13 Drilling, Logging and Sampling of DGR-3 and DGR-4Bedrock Drilling and Casing Installation Sequence - Borehole DGR-4


February 11, 2010 9

Step 2: Installed 324mm (12 ¾‐inch) diameter surface conductor casing from bottom of borehole (8.6 mBGS).

Step 3: Rotary drilled 295mm (11 ⅝-inch) diameter borehole using mud rotary techniques with a tri-cone drill bit to 30.2 mBGS (approximately 22.7 m below top of bedrock).

Step 4: Installed 245mm (9 ⅝‐inch) diameter surface casing from bottom of borehole (30.2 mBGS), extending above ground surface.

Step 5: Continuously cored 143mm (5 ⅝-inch) diameter borehole from 30.2 mBGS to 188.7 mBGS (approximately 11.3 m into Salina Formation F-Unit).

Step 6: Enlarged cored section of borehole to a diameter of 222mm (8 ¾‐inch) using tri‐cone bit and reaming equipment and installed 178mm (7‐inch) diameter intermediate casing for blow‐out prevention.

Step 7: Continuously cored 143mm (5 ⅝‐inch) diameter borehole to final depth of 856.98 mBGS (approximately 12.9 m below top of Cambrian sandstone).

3.3.4 Casing Installation Methods

All casing strings were installed in accordance with the procedures outlined in TP-08-01 (Intera Engineering Ltd., 2008b). The following procedures apply to all casing types installed:

• Casing was raised above bottom of borehole by approximately 0.6 m to ensure proper cement seal below steel casing and was extended above ground surface.

• Centralizers were installed at sufficient depths on the surface and intermediate casing to ensure the casing was centred in the borehole. Centralizers were not required for the surface conductor casing.

• Surface conductor and surface steel casing joints were welded. Intermediate casing was flush-jointed threaded steel casing.

The following procedures describe the installation of 381mm surface conductor casing:

• Surface conductor casing was installed and cemented by Davidson Drilling.

• Cementing procedures involved pumping 16 lb neat Portland cement down the annulus via a tremie pipe to ensure that the casing was cemented to ground surface.

• The cement was allowed to cure for a minimum of 12 hours prior to performing an annular cement level check or re-entering the borehole to commence bedrock drilling below the bottom of casing.

• The cement level in the annulus behind the surface conductor casing was measured to determine if remedial cementing operations were required. The annulus was topped up with cement to surface by Davidson Drilling in both DGR-3 and DGR-4.

The following procedures describe the installation of 245mm surface casing:

• Surface casing was installed and cemented by Davidson Drilling.

• Cementing procedures involved pumping a sufficient amount of 16 lb neat Portland cement into the annulus using a stinger pipe assembly until cement was seen at surface in the borehole annulus.

• Cement samples were collected by Intera personnel to represent the cement at the beginning, middle and end of the cement job. The samples were inspected for consistency and allowed to cure for 24 hours prior to a final inspection to ensure proper curing. All samples passed inspection.

• The cement in the borehole was allowed to cure for 24 hours prior to performing an annular cement level check or re-entering the borehole to commence bedrock drilling below the bottom of casing.


February 11, 2010 10

• The cement level in the annulus between the surface conductor casing and the surface casing was measured to determine if remedial cementing operations were required. No remedial cementing operations were required in DGR-3 and DGR-4.

The following procedures describe the installation of 178mm intermediate blow-out prevention casing:

• Intermediate blow-out prevention casing was installed by Davidson Drilling.

• All initial cementing operations were completed by Black Creek Well Service Inc. based in Petrolia, Ontario.

• All initial cementing completions were inspected by an MNR certified well examiner. Copies of each well examiner report are included in Appendix B.

• The initial cementing procedures involved injecting Class ‘G’ neat cement plus 2% CaCl2 by weight with a minimum of 100% excess cement down the inside of the casing, below a wiper plug and using positive displacement methods to force cement to rise up the annulus between the casing and the borehole wall.

• Cement/grout samples were collected by Intera personnel to represent the cement at the beginning, middle and end of the cement job. The samples were inspected for consistency and allowed to cure for 24 hours prior to a final inspection to ensure proper curing. All samples passed inspection.

• The cement in the borehole was allowed to cure for a minimum of 24 hours before performing annular cement level check or re-entering the borehole to commence bedrock drilling below the bottom of casing.

• The cement level in the annulus between the intermediate and surface casing was measured to determine if remedial cementing operations were required. Davidson Drilling topped up the annular space in DGR-3; no cement top up was required in DGR-4.

• Cement bond logs (sonic borehole geophysical logs) were completed over the cemented area to assess the integrity of the cementing seal. Bond logs were completed by Weatherford Canada based in Dresden, Ontario. The bond logs indicated that the integrity of the cement seal was satisfactory in both DGR-3 and DGR-4.

3.4 Drilling Conditions

The overburden at both sites consisted of approximately 1.8 - 2.0 m of gravel fill underlain by approximately 5.0 to 6.1 m of unconsolidated till over the upper weathered contact of the Lucas Formation dolostone. Top of weathered bedrock was encountered at depths of 7.9 m and 7.5 m BGS for DGR-3 and DGR-4, respectively. Fractured zones, identified from drilling fluid loss, were noted in DGR-3 between 18 - 20 mBGS and 26 - 29 mBGS; a fracture zone was noted in DGR-4 between 27 – 28.5 mBGS.

3.4.1 Rock Quality

The structural quality of bedrock formations as determined from continuous core samples indicates that bedrock formations above and including parts of the Salina Formation – F Unit (i.e. Lucas, Amherstburg, Bois Blanc, Bass Island and Salina Formation – G Unit) were highly fractured. This is evidenced by the poorer structural bedrock quality measurements (% recovery, rock quality designation (RQD), and natural fracture frequency). These measurements were collected during core logging activities as discussed in Section 4.2 and are illustrated in the borehole logs for DGR-3 (Appendix C) and DGR-4 (Appendix D).

The Lucas, Amherstburg, Bois Blanc, Bass Islands formations, and the Salina Formation - G Unit, all exhibited natural fracture frequencies of two to five fractures per metre, with the Lucas and Amherstburg exhibiting at least five fractures per metre in DGR-3. The Salina Formation F-Unit had an average of approximately two fractures per metre in DGR-4, but less than one fracture per metre in DGR-3.

The percent core recovery for these formations was typically between 70-100%, with the exception of the Bass Islands Formation in DGR-3, which was difficult to core as evidenced by core recovery rates of less than 60%. The RQD of the Lucas Formation in DGR-3 was consistently between 20-50%, whereas it was between



80-100% in DGR-4. The Amherstburg, Bois Blanc, and Bass Islands formations, and the Salina Formation G and F-Units consistently had core runs with RQD less than 70% in both DGR-3 and DGR-4. All bedrock formations below the Salina Formation F-Unit exhibited much stronger structural quality measurements, typically yielding 100% core recovery and RQD, and less than 0.5 natural fractures per metre. A few exceptions to this are noted below:

DGR-3

• Blue Mountain Formation (core run 211): 50% RQD and natural fracture frequency of five per metre.

• Cambrian Formation (a number of core runs): 60-70% RQD and natural fracture frequency of one to five per metre.

DGR-4

• Georgian Bay Formation (core run 173): 20% RQD and core recovery.

• Kirkfield and Coboconk Formations (a number of core runs): natural fracture frequency consistently greater than 1.5 and up to 3.5 per metre.

• Cambrian Formation (a number of core runs): natural fracture frequency consistently between 1.5 and 2.5 and up to 4.5 per metre.

3.4.2 Zones of Drilling Fluid Loss

During drilling and coring activities, the volume of drilling fluids in the circulation tanks at ground surface were manually monitored during each core run using a graduated measuring staff with 1-inch increments to help identify significant permeable bedrock zones where the volume in the tanks dropped. While drilling at DGR-3 and DGR-4 the only significant zones of drilling fluid loss were above the Salina Formation – G Unit. Drilling fluid loss into formations above the Salina - G Unit were approximately 1.2-2.5 m3 in DGR-3 and approximately 1.6-2.8 m3 in DGR-4 during each 3.05 m core run. Drilling fluid loss below the Salina – G Unit was typically between 0.0-0.2 m3 in DGR-3 and DGR-4, with most of the fluid loss suspected to be the permeable aquifers found at the top of the Salina A1 Unit and the Guelph Formation.

In addition, there were four permeable intervals where drilling fluid loss was greater than 2 m3 per core run and these include:

DGR-3:

• 71-89 mBGS in the Amherstburg Formation (2.1-5.0 m3 / core run);

• 128-134 mBGS in the Bois Blanc Formation (2.0 m3 / core run);

• 146-155 mBGS in the Bass Island Formation (2.0-2.7 m3 / core run); and,

• 171-180 mBGS in the Bass Island Formation (2.2-3.6 m3 / core run).

DGR-4:

• 64-85 mBGS in the Amherstburg/Bois Blanc formations (2.4-5.7 m3 / core run);

• 97-106 mBGS in the Bois Blanc Formation (2.2-2.9 m3 / core run);

• 112-122 mBGS in the Bois Blanc Formation (2.1-2.6 m3 / core run); and,

• 131-161 mBGS in the Bass Island Formation (2.4-5.5 m3 / core run).



3.4.3 Cambrian Sandstone Overpressures in DGR-3 and DGR-4

As was experienced in DGR-2, flowing artesian conditions were observed while drilling into the Cambrian sandstone encountered at 855.5 and 844.1 mBGS at DGR-3 and DGR-4, respectively. Flowing conditions were not encountered in DGR-3 until approximately 10.6 m of the Cambrian was exposed, at which point the estimated flow rate of brine formation fluids was 6.7 m3/day. The estimated flow rate of brine formation fluids increased to 14.4 m3/day and 23 m3/day with 12.1 m and 13.7 m of exposed Cambrian and a column of drill fluid in the borehole. Following the completion of drilling to the final depth of 869.17 mBGS, which exposed approximately 13.7 m of Cambrian, the flow rate was monitored over 10 hours using a flow totalizer and steady state flow was calculated to be approximately 8.6 to 9.4 m3/day. Drill fluid density was maintained at approximately 1100 kg/m3 while drilling the Cambrian sandstone and the brine formation fluid density was recorded as 1170 kg/m3 at the end of the flow totalizer monitoring.

Flowing conditions of approximately 1.4 m3/day were observed in DGR-4 after approximately 5.2 m of the Cambrian was exposed. No change in flow rate was observed until approximately 9.8 m was exposed and the flow rate increased to approximately 9.4 m3/day. Following the completion of drilling to the final depth of 856.98 mBGS, which exposed approximately 12.9 m of Cambrian, flow totalizer monitoring was conducted for 4 hours and the average rate of flow of brine formation fluids was calculated to be 76.3 m3/day. The formation fluid densities were consistently measured around 1165 kg/m3 during flow totalizer monitoring.

Cambrian fluid pressures were measured by shutting the BOP at ground surface and following the installation of a production inflation packer (PIP) that was set above the top of the Cambrian during opportunistic groundwater sampling. Because pressure loss from the Cambrian to the permeable aquifers of the upper Salina A1 Unit and Guelph Formation can occur under open hole conditions with shut-in at ground surface, the only reliable Cambrian pressures are recorded with installed PIPs. Table 2 summarizes the wellhead pressures measured at DGR-3 and DGR-4 and also lists the shut-in method, the measured drill fluid column density and the calculated in-situ formation pressures.

Table 2 Summary of Shut-in Pressures for Cambrian Formation in DGR-3 and DGR-4

Date Type of Shut‐in Wellhead

Pressure (kPa) Drill Fluid Column Density (km/m3)

Calculated In‐Situ Formation Pressure (kPa)

DGR‐3

20‐Jul‐08 Downhole PIP inflation

with surface shut‐in on drill tubing

793 1,170 10,720

DGR‐4

26‐Oct‐08 Downhole PIP inflation

with surface shut‐in on drill tubing

1,014 1,165 10,765

Drilling fluid column lengths in Table 2 are assumed to be 10 m into the Cambrian sandstone. Drilling fluid column densities listed in Table 2 are reflective of actual field-measured Cambrian fluid densities. Cambrian fluid pressures measured were recorded following opportunistic groundwater sampling of the Cambrian sandstone at DGR-3 and DGR-4.

The calculated in-situ fluid pressures at 10 m into the Cambrian for DGR-3 and DGR-4 at 10,720 kPa and 10,765 kPa, respectively, are considered representative for the Cambrian. They are similar to calculated pressures recorded for the Cambrian with PIPs for similar assumptions in DGR-2 (10,780 kPa, 10 m in



Cambrian, column density of 1,165 km/m3) and measured following installation of Westbay MP55 casings (10,930 kPa for 10 m into the Cambrian in DGR-2, TR-08-31 - Pressure and Head Monitoring in DGR Boreholes, Intera Engineering Ltd., 2009e).

The presence of high fluid pressures and flowing conditions in the Cambrian sandstone required that a removable PIP be set in DGR-3 and DGR-4 above the Cambrian formation to eliminate the production of formation fluid during geophysical logging and hydraulic testing in DGR-3 and DGR-4.

3.4.4 Oil and Gas Occurrences

No direct evidence of commercial oil occurrence or any gas occurrence was observed during the drilling of DGR-3 and DGR-4 which is consistent with Phase 1 drilling results. A very minor amount of oil was observed in the pore space of core collected from the bottom of the Salina A1 Unit carbonate and locally from the Collingwood Member, and the Cobourg, Sherman Fall, Kirkfield, Coboconk, Gull River and Shadow Lake Formations. Petroliferous odours were reported for core collected from the Georgian Bay, Blue Mountain and Collingwood shales, Collingwood shale and limestone, and the Cobourg, Sherman Fall, Kirkfield, Coboconk, Gull River limestones.

3.5 Borehole Testing

3.5.1 Borehole Orientation

Borehole orientation tests were completed at approximately 50 m intervals while coring DGR-3 and DGR-4. Orientation tests were made with an AOI Instrumentation® drift indicator system manufactured by Acadiana Oilfield Instruments Inc., based in Lafayette, Louisiana. This equipment was run on a wireline inside of the drill rods to the targeted depth and measures the deviation from vertical at the measurement depth. The maximum reported borehole inclination during any one measurement was 3.5 degrees and 2 degrees from vertical for DGR-3 and DGR-4, respectively. The inclination near the bottom of each borehole was 1.25 degrees and 2 degrees from vertical for DGR-3 and DGR-4, respectively.

3.5.2 Opportunistic Groundwater Sampling While Drilling

Groundwater samples were collected from permeable zones with sufficient hydraulic conductivity to enable sample collection during drilling operations. Such water samples are referred to as opportunistic groundwater samples and are collected in order to obtain accurate geochemical results from permeable zones above and below the proposed repository depth (680 mBGS). The groundwater chemistry may be used to trace groundwater flow and improve the understanding of the hydrogeological system at the Bruce site. The following permeable zones were identified through hydraulic testing at DGR-1 and DGR-2, and opportunistic groundwater sampling events were completed at these horizons in both DGR-3 and DGR-4:

1) a permeable horizon at the top of the Salina A1 Unit dolostone;

2) a permeable horizon in the Guelph Formation dolostone; and

3) the Cambrian sandstone.

Details of opportunistic groundwater sampling and the results of analyses are presented in Technical Report TR-08-18 - Opportunistic Groundwater Sampling in DGR-3 and DGR-4 (Intera Engineering Ltd., 2009d).



3.5.3 Other Borehole Tests

Following drilling operations at each borehole, several other tests were completed in the boreholes, and are described in detail in the following Technical Reports:

• Borehole Geophysical Logging of DGR-3 and DGR-4 (TR-08-15);

• Analysis of Borehole Straddle Packer Tests in DGR Boreholes (TR-08-32); and

• Westbay MP55 Casing Completions in DGR-2, DGR-3 and DGR-4 (TR-08-17).

4 Core Processing

Immediately following core retrieval to surface, the core was transported to the Core Receiving Trailer where it was photographed, logged, sampled and transferred to a wooden core box for long-term storage. To minimize the potential for alteration of rock porewater chemistry from in-situ conditions or the creation of stress relief and weathering induced fractures, recovered core was processed as quickly as possible following core retrieval to surface. Generally, the cumulative elapsed times from core retrieval at surface (i.e. core barrel opened) until the completion of each sequential stage of core logging and sampling was: core photography (5 minutes), initial core logging and sample identification (10 to 20 minutes), sample preservation (10 to 30 minutes), detailed core logging (30 to 45 minutes), and core transfer into wooden core boxes (35 to 50 minutes).

Core runs were identified in sequential order from the first core run below surface casing (30.2 mBGS) and include the borehole identifier and start and finish depths (e.g. DGR-3, Core Run 070, Depth 213.66 to 216.46 mBGS). All depths were referenced to ground surface as discussed in Section 3.1. In total, 292 core runs were completed in DGR-3 and 279 were completed in DGR-4.

4.1 Core Photography

Prior to core logging and sampling, each core run was photographed using a high resolution digital SLR camera (Canon Rebel XT: 8.0 megapixel images) mounted on a specialized photography table with dedicated lighting to minimize shadows and glare. Core photography was completed following the procedures as described in TP-08-03 (Intera Engineering Ltd., 2008e).

A series of six photographs were taken at consistent, pre-set locations along each core run, each of which was designed to capture approximately 1/5 (0.61 m) of the full length core run (3.05 m) resulting in approximately 15 cm of overlap between adjacent pictures. Prior to core photography, the core was wiped cleaned using a damp cloth moistened with traced drilling fluid to remove excess drill cuttings and mud. The cleaned core provided a damp surface that enabled high quality photos of the core features to be captured in detail. Figure E.1 (Appendix E) shows an example of the six sequential core run pictures for core run 119 from DGR-4 (384.23 to 387.28 mBGS).

Each core photograph includes:

• a core identification card providing the project number, borehole ID, date, depth below ground surface to the top of the core run in metres, and the core run number;

• a Kodak color control patch card;

• a number identifying the sequence of the picture in the core run (e.g. the first picture at the top of the core will be picture 1, the last picture at the bottom of the core will be picture 6); and,

• an arrow pointing downwards.



In addition to the series of six pictures capturing the complete core run prior to logging and sampling, core photographs were also collected for other purposes:

• Detailed close-up photographs of core features were also collected during core logging to capture evidence of various geological irregularities and features such as fractures, inclusions, precipitate, etc. Examples of these geological close-up core pictures are shown in Figure E.2 (Appendix E).

• Close-up pictures of each intact core sub-sample targeted for analyses taken immediately prior to preservation. These pictures capture an image of each core sample to reference during interpretation of core testing results and were collected following the procedures as described in TP-08-04 (Intera Engineering Ltd., 2008d). A summary of core sampling is included in Section 4.3. Examples of these core sub-sample pictures are shown in Figure E.3 (Appendix E).

• Pictures of each complete core run taken after transfer into a wooden core box to provide a reference of sub-sample locations within a core run after core logging was complete. Examples of core box pictures are shown in Figure E.4 (Appendix E).

Digital photographs taken for these additional documentation purposes were collected using a hand-held digital camera.

The complete library of core photos is available on request on a set of DVDs.

4.2 Core Logging

Each core run was logged by geological staff trained in coring and logging of Paleozoic sedimentary bedrock in Ontario. Core logging was completed following the procedures described in TP-08-03 (Intera Engineering Ltd., 2008e). Core logging was continuous and included descriptions of bedrock lithology, sedimentological features, discontinuity characteristics, core sub-sample locations and comments regarding any additional relevant observations made by the site geologist. Core logging generally followed the guidelines of Armstrong and Carter (2006) for stratigraphic logging and nomenclature and ISRM (Publ. 1978) for overall core quality and discontinuity descriptions. The borehole logs for DGR-3 (Appendix C) and DGR-4 (Appendix D) summarize the geological information collected on the core logging sheets.

Following full core photography and prior to geological logging, two parallel lines were marked along the entire length of the core axis using permanent markers to provide a permanent record of core top and core bottom. Generally, red and black permanent markers were used with the red marker on the right (“red on right”) while looking from the bottom of the core towards the top. White and black wax pencils (“white on right”) were used on shale sections of core with a higher moisture content / softer surface that did not allow the permanent markers to adhere.

A separate core logging sheet was completed for each core run which included a brief description of stratigraphic and sedimentological observations such as rock colour, rock texture (grain size), primary rock type (i.e. dolostone, limestone, shale, sandstone, etc.), descriptors of secondary rock types (i.e. argillaceous limestone, dolostone with shale laminations, etc.), sedimentological features (styolites, fossils), and secondary alterations (gypsum/anhydrite/chert nodules/clasts/inclusions, staining, precipitate, etc). In addition, each core run was logged for discontinuity characteristics including total core recovery (%), fracture frequency (#/m), Rock Quality Designation (RQD, %) and individual natural fractures and artificial breaks in accordance with ISRM Suggested Methods (ISRM, Publ. 1978). The core axis angle for discontinuities was measured using a protractor relative to the core marker line.



4.3 Core Sampling

Following photography and logging of core, samples were selected for subsequent laboratory geochemical, mineralogical, petrophysical (including diffusion), geomechanical and porewater characterization testing and field geomechanical testing. In addition, samples were frequently collected from each bedrock formation as archive samples for future analyses if needed. Table 3 lists core samples collected for testing and archive.

Core samples were identified as XXXX-mmm.mm, where XXXX is the borehole name (e.g., DGR-3) and mmm.mm is the distance in meters from the borehole reference datum (ground surface) to the sample interval midpoint. Samples were generally collected and preserved within 30 minutes of core arriving at surface.

Table 3 provides a summary of the samples collected for analyses from DGR-3 and DGR-4. Samples are grouped into those collected from Devonian and Silurian age formations, and into individual or a few adjacent formations for the Queenston and older formations. Table F.1 and Table F.2 (Appendix F) list each core sub-sample collected from DGR-3 and DGR-4, sorted by depth, with information on: sample ID, core run number, date collected, sample length, geological formation, and the analyses to be performed on the sample. Some samples were targeted for more than one analysis and therefore the subsequent analyses are also listed. This summary table is accurate to April 8, 2009 (i.e. archive samples submitted to laboratories for testing up to April 8, 2009 were included in the receiving laboratories summary).

The identification of gradational formation contacts was imprecise in the field and was not finalized until after completion of the core testing. Consequently some samples were collected from stratigraphically similar formations located slightly above and below the formations originally targeted for sampling. As a result, the number of samples collected from each formation may differ somewhat compared to the proposed collection requirements outlined in Test Plans TP-08-04 and TP-08-06 (Intera Engineering Ltd., 2008d and 2008f).

4.4 Core Preservation

Core samples were preserved in accordance with the procedures of Test Plan TP-08-04 (Intera Engineering Ltd., 2008d). All core samples that were shipped offsite for analyses or placed in archive were preserved by placing the core sub-sample in a polyethylene (PE) bag, flushing with nitrogen, vacuum sealing the PE bags, and vacuum sealing in aluminum-PE-nylon bags. All efforts were made to begin breaking, photographing and preserving of core within 15 minutes of core retrieval and to complete these steps within 30 minutes of core retrieval from the borehole. If a large number of samples were targeted within a single core run, the priority for preservation of samples was given to those samples for geochemical testing and tests that were more sensitive to in-situ conditions.

Preserved cores were weighed following preservation and placed in coolers with ice packs prior to shipping. Archive samples were transferred to temperature controlled refrigerators in the Core Storage Facility (CSF) located in Building B-25 at the Bruce Site.



Table 3 Summary of Core Samples Collected by Analyses and Formation

Test

Devonian & Silurian

Queenston Georgian Bay

Blue Mountain,

Collingwood

Cobourg (Lower

Member)

Sherman Fall & Lower Fms

Total

DGR-3:4 DGR-3:4 DGR-3:4 DGR-3:4 DGR-3:4 DGR-3:4 DGR-3:4 Uniaxial compression/ AEM (CANMET)

6:6 4:4 3:4 5:1 10:16 1:2 29:33

Cross anisotropic deformation (CANMET)

0:0 1:1 0:2 0:0 1:1 1:1 3:5

Brazilian splitting tension (CANMET)

0:0 3:3 3:3 5:3 3:5 0:0 14:14

Triaxial compression (CANMET)

0:0 0:0 3:4 0:2 6:7 0:0 9:13

Long-term strength (CANMET)

0:0 0:0 0:0 1:0 5:4 0:0 6:4

Direct shear (CANMET)

0:0 0:0 2:2 3:2 6:7 2:2 13:13

Free Swell Tests (UWO)

4:4 1:1 1:1 1:1 0:0 0:0 7:7

CERCHAR Abrasiveness Index (Mirarco/Laurentian University)

0:0 0:0 0:0 1:1 9:9 0:0 10:10

Petrophysics (kbrine, kgas,θ & fluid saturations & HPMI) (CoreLabs)

15:7 3:1 3:2 2:1 2:3 4:2 29:16

Organic Geochemistry (CoreLabs)

0:1 3:2 3:4 5:4 0:0 0:0 11:11

Dean Stark + NMR/He Fluid Saturation (CoreLabs)

0:0 0:1 0:1 0:0 0:1 0:1 0:4

Diffusion coefs (UNB) X-ray

13:7 3:1 2:1 1:1 1:0 0:0 20:10

Diffusion coefs (UNB) Thru-Diffusion

0:0 2:1 1:1 3:1 4:3 7:4 17:10

Diffusion (UNB) [NWMO]

1:0 0:0 0:0 0:0 0:0 0:0 1:0

XRD & Petrography (SGS)

10:12 2:4 5:4 4:3 5:5 3:6 29:34

Lithogeochem & Pore Structure by SEM/EDS (SGS)

3:4 1:3 5:3 3:3 4:3 1:4 17:20



Test

Devonian & Silurian

Queenston Georgian Bay

Blue Mountain,

Collingwood

Cobourg (Lower

Member)

Sherman Fall & Lower Fms

Total

DGR-3:4 DGR-3:4 DGR-3:4 DGR-3:4 DGR-3:4 DGR-3:4 DGR-3:4 Porewater Chemistry (uOttawa) [Major ions, DIC, Isotopes & gases]

18:8 4:2 4:2 5:3 5:3 11:14 47:32

Noble Gas Microcores (uOttawa)

13:8 5:2 7:3 5:1 3:3 10:6 43:23

Vacuum Distillation Experiment (uOttawa)

0:2 0:0 0:4 0:1 0:0 0:2 0:9

Porewater Chemistry (UniBern) [CEC, major ions, XRD]

12:8 3:1 2:1 3:4 6:7 9:3 35:24

Major ions by forced advection (UniBern)

0:0 0:0 0:0 0:0 0:3 0:0 0:3

Noble Gas (Unibern) 8:0 1:0 2:0 2:0 1:0 10:0 24:0

Hatch 7:0 1:0 0:0 3:0 4:0 0:0 15:0

Fracture Mineralogy (SGS)

0:0 2:1 0:0 0:0 0:0 0:2 2:3

US Geological Survey 4:0 1:0 0:0 1:0 0:0 1:0 7:0

4.5 Core Storage

Following photographing, logging and sampling of core, the remaining core was placed in 1.5m (5ft) long wooden boxes with a core length capacity of 3.05 m (10 ft). (i.e., one core run). Cores longer than 1.5 m length were broken with a hammer and chisel to fit into a core box.

In each core box, the top of the core was placed in the top left corner of the core box and the bottom of the core was placed in the bottom right corner of the core box. Labelled wooden inserts were added to each core box to replace core removed for preservation and testing. The wooden inserts identified the core sample name as described in Section 4.3 and the length of the sample.

Core boxes were labelled on the top of the lid and on the top end of the core box with borehole ID, date, core run number, MNR drilling license number, depth interval, and INTERA project number. Each core box was photographed, with the labelled core box cover displaying the core run information listed above, and then transported to the Core Storage Facility (CSF) where all core boxes are stored sequentially on shelving units for long term storage and easy accessibility.



5 Data Quality and Use

The drilling, core photography, core logging and core sampling programs presented in this Technical Report are based on standard techniques used in similar worldwide comprehensive deep drilling and testing programs, and the general requirements of the DGR Project Quality Plan (Intera Engineering Ltd., 2009a) and TP-08-04 (Intera Engineering Ltd., 2008d) and TP-08-06 (Intera Engineering Ltd., 2008f) . These drilling and sample processing programs have been developed specifically for the DGR GSCP with insight from various other radioactive waste disposal site characterization programs such as those of NAGRA (Switzerland) and ANDRA (France).

There are no identifiable restrictions on the use of data included in this Technical Report. Consequently, the results presented in this Technical Report are suitable for assessing the bedrock conditions in DGR-3 and DGR-4, for the development of future subsurface investigation programs, and for providing the framework for development of Phase 2 descriptive geosphere site models of the Bruce DGR site.

6 References

Armstrong, D. K. and T. R. Carter, 2006. An Updated Guide to the Subsurface Paleozoic Stratigraphy of Southern Ontario, Ontario Geological Survey, Open File Report 6191, 214 p.

Intera Engineering Ltd., 2009a. Project Quality Plan, DGR Site Characterization, Revision 4, August 14, Ottawa.

Intera Engineering Ltd., 2009b. Technical Report: Bedrock Formations and Contacts in DGR-3 and DGR-4, TR-08-12, Revision 0, October 20, Ottawa.

Intera Engineering Ltd., 2009c. Technical Report: Drilling Fluid Management and Testing in DGR-3 and DGR-4, TR-08-16, Revision 0, November 11, Ottawa.

Intera Engineering Ltd., 2009d. Technical Report: Opportunistic Groundwater Sampling in DGR-3 and DGR-4, TR-08-18, Revision 0, October 26, Ottawa.

Intera Engineering Ltd., 2009e. Technical Report: Pressure and Head Monitoring in DGR Boreholes, TR-08-31, Revision 0, in preparation, Ottawa

Intera Engineering Ltd., 2008a. Phase 2 Geoscientific Site Characterization Plan, OPG’s Deep Geologic Repository for Low and Intermediate Level Waste, Report INTERA 06-219.50-Phase 2 GSCP-R0, OPG 00216-PLAN-03902-00002-R00, April, Ottawa.

Intera Engineering Ltd., 2008b. Test Plan for DGR-3 and DGR-4 Drilling and Casing Installation, TP-08-01, Revision 2, August 1, Ottawa.

Intera Engineering Ltd., 2008c. Test Plan for DGR-3 and DGR-4 Drilling Fluid Management, TP-08-02, Revision 3, August 5, Ottawa.

Intera Engineering Ltd., 2008d. Test Plan for DGR-3 and DGR-4 Core Sampling and Distribution for Laboratory Testing, TP-08-04, Revision 6, September 28, Ottawa.

Intera Engineering Ltd., 2008e. Test Plan for DGR-3 and DGR-4 Core Photography and Logging, TP-08-03, Revision 2, September 5, Ottawa.

Intera Engineering Ltd., 2008f. Test Plan for Geomechanical Field Testing of DGR-3 and DGR-4 Core, TP-08-06, Revision 2, August 5, Ottawa.

Intera Engineering Ltd., 2006. Geoscientific Site Characterization Plan, OPG’s Deep Geologic Repository for



Low and Intermediate Level Waste, Report INTERA 05-220-1, OPG 00216-REP-03902-00002-R00, April, Ottawa.

ISRM, International Society for Rock Mechanics, Commission on Standardization of Laboratory and Field Tests, Committee on Field Tests, Document No,. 4, Suggested Methods for the Quantitative Description of Discontinuities in Rock Masses. Publ. 1978. Int. J. Rock Mech. Min. Sci. and Geomech. Abstr. Vol. 15, pp 319-368.

APPENDIX A

MNR Well Licenses for DGR-3 and DGR-4

APPENDIX B

Well Examiner Reports for Casing Installations

Date of Examination (yyyy/m/dd): 2008/05/26Name of Well Examined: DGR- 3, Bruce 8-18 LROperator Name:Ontario Power Generation

Class 1 EXAMINER REPORT (Well Drilling & Plugging, Casing and Cementing) 99/10/20

Well Licence Number: 11811Operator Name:Ontario Power Generation

Examiners Name: Peter MillerNOTE: Examiners shall submit this report to the Ministry and the operator within 10 days of conducting an examination.

MNR Use

Location of Well: Lot: 18 Concession: Lake Range Township: Bruce County: BruceE058/07-10/124

Report audited by: Date: Site Inspected by: Date:

Std. Ref. ITEMS EXAMINED

Yes

No Pass

Fail Explanation of Failure or Problem and Comments.

Y

3.6 Used Casing

3.6(a) History record of used casing.

3.6(b) Threads on pipe and inside collars.

3.6(c) Power tong damage, oval distortion.

3.6(d) Casing wall thickness: Surface3.6(d) Casing wall thickness: Surface

3.6(d) Casing wall thickness: Intermediate casing

3.6(d) Casing wall thickness: Production casing

3.6(e) 110% Hydrostatic Pressure Test.

3.6(f) Age of casing less than 20 yrs.

Other (explain)

3.9.2 Casing Cement Quality

3.9.2(a) Cement meets API Spec 10. X X

3.9.2(b) Witness actual cementing and results. X X cement to surface

3.9.2(c) Proper API: Grade X X

Proper API: Cement mixture and pumping. X X

Other (explain)

3.12.3 Porous Zone Isolation

3.12.3(a) Porous zone identification. x x 150 m

3 12 3(b) Adequate cement to separate zones x x cement to surface 1 0 m3 of good cement returns3.12.3(b) Adequate cement to separate zones. x x cement to surface. 1.0 m3 of good cement returns

3.12.3(c) Cement top 25 meters above1st of 2 porous X

zones behind same csg

3.12.3(d) ID cement top where no returns. x cement to surface

Other (explain)


Yes

No Pass


3.12.21 Cementing

3.12.21 Csg cement ≥ 25 meters above previous csg seat. x x cement to surface

3.12.21 Csg cement ≥ 100 meters above highest pay zone. x NA

3 12 21( ) C i d b t cement to s rface3.12.21(a) Corrosive zones covered by csg cement. x x cement to surface

3.12.21(b) Liners cemented full length. x NA

3.12.21(c) Disposal, injection well csgs cemented full length. x NA

3.12.21(d) Production csg cemented full length for Lake Erie wells. x NA

Other (explain)

W ll Pl i11.0 Well Plugging

11.7(a) Plug at top of oil or gas, storage or salt cavern located.

11.7(b) Top most plug located.

11.7(c) Plug(s) set across lost circulation zone(s) located.

Other (explain)

11.14 Well Site Rehabilitation

11.14 Site returned to original condition within 12 mos of plugging.

11.14 Unused equipment and debris cleared, site clean.

Other (explain)

Other Comments and Observations:

cement job for 168 mm casing set approx 209 m

Pump 7.5 tonnes of 0:1:0 "neat" cement with 2% CaCl2 . Annular volumne plus 100%

cement circulated to surface: 1.0 m3 of good cement returns


Signature : Peter Miller E058/07-10/124 Date: May 26, 2008

I certify that the above indicated examinations were conducted and that the results, comments and observations regarding the examinations noted are accurate.

Date of Examination (yyyy/m/dd): 2008/08/29Name of Well Examined: DGR- 4, Bruce 9-23-LROperator Name:Ontario Power Generation

Class 1 EXAMINER REPORT (Well Drilling & Plugging, Casing and Cementing) 99/10/20

Well Licence Number: 11812Operator Name:Ontario Power Generation

Examiners Name: Peter MillerNOTE: Examiners shall submit this report to the Ministry and the operator within 10 days of conducting an examination.

MNR Use

Location of Well: Lot: 23 Concession: Lake Range Township: Bruce County: BruceE058/07-10/124

Report audited by: Date: Site Inspected by: Date:


Yes

No Pass


Y

3.6 Used Casing

3.6(a) History record of used casing.

3.6(b) Threads on pipe and inside collars.

3.6(c) Power tong damage, oval distortion.

3.6(d) Casing wall thickness: Surface3.6(d) Casing wall thickness: Surface

3.6(d) Casing wall thickness: Intermediate casing

3.6(d) Casing wall thickness: Production casing

3.6(e) 110% Hydrostatic Pressure Test.

3.6(f) Age of casing less than 20 yrs.

Other (explain)

3.9.2 Casing Cement Quality

3.9.2(a) Cement meets API Spec 10. X X

3.9.2(b) Witness actual cementing and results. X X cement to surface

3.9.2(c) Proper API: Grade X X

Proper API: Cement mixture and pumping. X X

Other (explain)

3.12.3 Porous Zone Isolation

3.12.3(a) Porous zone identification. x x 130 m

3 12 3(b) Adequate cement to separate zones x x3.12.3(b) Adequate cement to separate zones. x x

3.12.3(c) Cement top 25 meters above1st of 2 porous X

zones behind same csg

3.12.3(d) ID cement top where no returns. x cement to surface

Other (explain)


Yes

No Pass


3.12.21 Cementing

3.12.21 Csg cement ≥ 25 meters above previous csg seat. x x cement to surface

3.12.21 Csg cement ≥ 100 meters above highest pay zone. x NA

3 12 21( ) C i d b t cement to s rface3.12.21(a) Corrosive zones covered by csg cement. x x cement to surface

3.12.21(b) Liners cemented full length. x NA

3.12.21(c) Disposal, injection well csgs cemented full length. x NA

3.12.21(d) Production csg cemented full length for Lake Erie wells. x NA

Other (explain)

W ll Pl i11.0 Well Plugging

11.7(a) Plug at top of oil or gas, storage or salt cavern located.

11.7(b) Top most plug located.

11.7(c) Plug(s) set across lost circulation zone(s) located.

Other (explain)

11.14 Well Site Rehabilitation

11.14 Site returned to original condition within 12 mos of plugging.

11.14 Unused equipment and debris cleared, site clean.

Other (explain)


cement job for 168 mm casing set approx 190.0 m

Pump 7.5 tonnes of 0:1:0 "neat" cement with 2% CaCl2 . Annular volumne plus 100%

cement circulated to surface: 2.8 m3 of good cement returns


Signature : Peter Miller E058/07-10/124 Date: August 29, 2008

I certify that the above indicated examinations were conducted and that the results, comments and observations regarding the examinations noted are accurate.

APPENDIX C

DGR-3 Borehole Log

DGR-3 Borehole Log Legend

Core Logging Notation

1) Colour: (i.e. light/medium/dark grey, blue-grey, red-green, etc.)

Additional Adjectives Description

Banded Approximately parallel bands of varying colour

Streaked Randomly oriented streaks of colour

Blotched Large irregular patches of colour (>75mm diameter)

Mottled Irregular patches of colour

Speckled Very small patches of colour (<10 mm diameter)

Stained Local colour variations associated with other features (i.e. bedding joints, etc.)

2) Grain Size/Texture:

Classification Grain Size Measurement

Field Recognition Equivalent Soil Type

Very fine-grained <0.06 mm Individual grains cannot be seen with a hand lens

Clays and silts

Fine-grained 0.06 to 0.25 mm Just visible as individual grains under hand lens

Fine sand

Medium-grained 0.25 to 0.5 mm Grains clearly visible under

hand lens; just visible to naked eye

Medium sand

Coarse-grained 0.5 to 2.0 mm Grains clearly visible to the naked eye

Coarse sand

Very coarse gained >2.0 mm Gains measurable gravel

3) Rock Hardness

Classification Description

Very Soft Can be peeled with a knife

Soft Can be easily gouged or carved with a knife

Medium soft Can be readily scratched with a knife blade; scratch leaves heavy trace of dust and is readily visible after powder blown

away.

Hard Can be scratched with a knife with difficulty; scratch produces little powder and is often faintly visible

Very Hard Cannot be scratched with a knife or can barely be scratched with a knife

4) Bedding Thickness:

Classification Bedding Thickness

Massive Bedded >3 m or Uniform

Thickly Bedded 300 mm to 3 m

Medium Bedded 100 to 300 mm

Thinly Bedded 10 to 100 mm

Laminated <10 mm

5) Solution and Void Conditions (if notable)

Classification Condition

Solid No voids

Porous Voids <1.0 mm in diameter

Pitted Voids 1 to 6 mm in diameter

Vuggy Voids 6 mm to diameter of core

Cavity Voids greater than diameter of core

6) Quantification of Secondary Features: When describing additional features in the core, the following adjectives should be used which are related to the % volume or frequency of the feature.

Adjective %Volume / frequency

Slightly/trace 1-10%, 1-2 occurrences

Moderately/some 10-20%

Abundantly/ “___y” (ie. shaley) 20-35%

and >35%, half and half

7) Summary of Rock Quality Descriptions and Discontinuity Logging

RQD (%) Core Quality Description Natural Fracture Frequency (/m) Formation Fracture Description

0-25 Very Poor >10 Highly Fractured 25-50 Poor >1.0-10 Moderately Fractured 50-75 Fair 0.5-1.0 Sparsely Fractured 75-90 Good <0.5 Very Sparsely Fractured

90-100 Excellent 0 Unfractured

8) Bedding or Fracture Inclination (measured from horizontal)

Classification Attitude

Flat 0 to 5 degrees

Gently dipping 5 to 20 degrees

Moderately dipping 20 to 45 degrees

Steeply dipping 45 to 85 degrees

Very steeply dipping 85 to 90 degrees

9) Degree of Fracturing/Jointing (Structure)

Rock Mass Classification Discontinuity Spacing

Solid >3 m

Massive 1 to 3 m

Blocky/seamy 0.3 to 1 m

fractured 5 to 30 cm

Crushed / shattered < 5 cm

10) Roughness of Fracture (Structure)


Smooth Appears smooth and is essentially smooth to the touch.

Rough Bumps/roughness on the fracture surfaces are visible and can be distinctly felt.

Slickensided Clear evidence of previous shear displacement along the discontinuity.

Stepped Surface of discontinuity appears stepped with some ridges or angular “steps”.

Undulating Surface of discontinuity appears wavy, with no sharp steps.

Planar Surface of discontinuity appears flat.

11) Infilling of Fracture (Structure)


Clean No filling material

Stained Colouration of rock surface only, no recognizable filling material

Filled Fracture observed with filling material (describe filling material)

12) Reference Terms:

Layer : Distinct length of core that is distinguished from surrounding core by feature (colour, composition, etc.) other than bedding planes.

Irregular : Bedding plane surfaces are not planar but are convoluted/disturbed.

Planar : Bedding planes are flat.

Bituminous : Contains organic matter.

Vein : Fracture totally infilled with mineral different from surrounding rock.

Argillaceous : Rock has mud dispersed in the matrix but not as distinct laminae or beds (e.g. argillaceous limestone).

Shaley : Rock that has distinct shale laminae beds (e.g. shaley limestone).

Petroliferous Odour : Only hydrocarbon odour; no noted liquid hydrocarbons.

Petroliferous : Liquid hydrocarbons noted.

Hydrocarbon Adjectives

Strongly/heavily : intense hydrocarbon odour / core exuding significant volume of oil / core coated with oil.

Slight/lightly : Slight hydrocarbon odour / few drops of oil.

No modifier : Moderate odour / Moderate amount of hydrocarbon exuded

Rock Quality Designation (RQD, %) : RQD values determined for the 76 mm diameter core from DGR-1 and DGR-2 were determined as the sum of lengths of core greater than 15 cm length (i.e., twice the core diameter) excluding drilling-induced breaks, divided by length of hole drilled per core run.

RECORD OF BOREHOLE - DGR-3

Site Location: Tiverton Ontario, Canada

Supervisor: Ken Raven

Reference Surface Elevation: 187.35 mASL

Borehole Specs.: Outside Borehole Diameter, 143mm, Core Diameter 75mm

MNR WL No.: 11811

Project : DGR Site Characterization

Coordinates:

Project Number: 08.200.40.20

Coordinates: NAD 83, UTM Zone 17N

Client: Ontario Power Generation Date Completed: 18-July-08

Date Started: 22-April-08

Drill Company: Davidson Drilling Limited, Wingham, Ontario, Canada

4907739.8 N, 453080.5 E Drill Rig: Versa-Drill (model: V2000NG, 2006) Gardner Denver Drill Rig (model: 15W)

Depth (m

BG

S)

1m:40m

Stratigraphic Description

Core R

un (mB

GS)

Core R

ecovery

100 0%R

.Q.D

.100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

-6

-5

-4

-3

-2

-1

0

1

2

3

4

5

6

1.83

Borehole Summary

- All depths referenced in log are mBGS - Drilling from 0-88.1 was completed with a Gardner Denver (model: 15W), drill rig - Coring from 30.2-88.1 with the Gardner Denver was conventionally cored (i.e. non-wireline) - Drilling from 88.1-869.2 was completed with a the Versa (model:V2000NG, 2006), drill rig - Coring with the Versa-Drill was completed using a wireline retrieval technique - A 381mm diameter borehole was drilled using mud rotary techniques with a tri-cone drill bit through overburden sediments into bedrock at 8.9 - A 324mm diameter steel casing was cemented to 8.9 - A 295mm diameter borehole was drilled using mud rotary techniques with a tri-cone drill bit from 8.9 to 30.2 into competent bedrock - A 245mm diameter steel casing was cemented to 30.2 - Double-tube coring was completed from 30.2-208.5, the coring technique used in this borehole has an outside borehole diameter of 152mm and a core diameter of 75mm - A 222mm diameter borehole was rotary drilled with a tricone bit and reaming equipment to 208.5 - A 178mm diameter steel casing was cemented to a depth of 208.5 - Double tube coring was completed between 208.7-869.2, approximately 13.7 below top of the Cambrian - Coring completed from 208.7-869.2 created a borehole that has an outside borehole diameter of 143mm and a core diameter of 75mm

Fill

- Gravel fill

Till

- Grey clay and silt with gravel

182.0

183.0

184.0

185.0

186.0

187.0

187.0

186.0

185.0

184.0

183.0

182.0

181.0

1.83

Page 1

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

7.90

- Weathered brown/grey rubbly/fractured dolostone - Difficult drilling encountered between 18.3-20.1 - Highly fractured; water loss zone between 26.0-29.0 - Completed drilling for 245mm casing installation in competent bedrock at 30.2

Lucas Formation - Brownish grey, fine-grained, hard, dolostone with bituminous stromatolitic laminae

180.0

179.0

178.0

177.0

176.0

175.0

174.0

173.0

172.0

171.0

170.0

169.0

168.0

167.0

Surface Conductor Casing [ 12 3/4 (inch) / 324 (mm)]

7.90

8.90

Page 2

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

22

23

24

25

26

27

28

29

30

31

32

33

34

35

30.20

31.40

CR

-00

1

34.20

CR

-00

2C

R-0

03

Dolostone - Brown/grey, fine-grained - Thin bituminous stromatolitic laminae - Fracture at 30.9 infilled with large calcite crystals - Some infilled fractures with calcite

Dolostone - Brown/grey - Fine-grained - Abundant dark grey bituminous stromatolitic laminae - 0.20 m long vertical fracture infilled with calcite crystals that spans between 31.9-32.1 - Some infilled fractures with calcite - Below 32.2 core is more light brown

Dolostone - Light brown/grey - Fine-grained - Abundant dark grey/black bituminous stromatolitic laminae - Dolostone is hard, massive and brittle - Abundantly vuggy from 34.5-34.6, and slightly to moderately vuggy 34.8-35.7 - Multiple sections of 0.1-0.3 m thick of well mixed light brown dolostone and dark grey calcite with large vugs filled with calcite - Dolostone is more massive and has a decreasing amount of black laminations and no calcite filled vugs or fractures below 35 7

166.0

165.0

164.0

163.0

162.0

161.0

160.0

159.0

158.0

157.0

156.0

155.0

154.0

153.0

152.0

DGR3-031.65-GM-PL

DGR3-032.20-MN-SGS

DGR3-034.53-HAT

Surface Casing [ 9 5/8 (inch) / 245 (mm)]30.20

Page 3

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

36.40

38.60

CR

-00

4

40.10

CR

-00

5

42.60

CR

-00

6

44.90

CR

-00

7

46.20

CR

-00

8

49.25

CR

-00

9C

R

laminations and no calcite filled vugs or fractures below 35.7

Dolostone - Light grey/brown - Fine-grained - Thin dark grey/black bituminous laminae - Partly healed (crystalline calcite) vertical fracture extending below 36.6 to the end of core run

Dolostone - Grey/brown - Fine-grained - Hard - Dark grey/black bituminous stromatolitic laminae and increasing calcite content and secondary porosity below 39.4 - Abundant mm-long acicular calcite crystals within dolostone matrix from 39.4-39.5 - Well mixed angular dolostone fragements within vuggy calcite matrix from 39.7-40.1

Dolostone - Light brown/grey - Fine-grained - Dark grey/black bituminous stromatolitic laminae - Fractured from 40.5-41.0 - Healed fracture at 41.5 - Few cm-thick vuggy sections at 41.5, 42.0-42.1 and from 42.3-42.4

Dolostone - Light brown/grey - Fine-grained - Abundant dark grey/black bituminous stromatolitic laminae - Fractured from 43.1-43.3

Dolostone - Brown/grey - Very fine to fine-grained - Cherty - Black bituminous stromatolitic laminae throughout - Core is broken mainly along bituminous laminae - Fractured from 45.2-45.3 and 45.6-45.7

Dolostone - Brown/grey to grey - Fine-grained - Cherty - Localized thin black bituminous stromatolitic laminae - Localized stromatoporoids - Slightly to moderately vuggy from 46.5 -47.1 and 47.9-48.3 - Healed sub-vertical fractures at 47.9 and 49.0

Dolostone - Grey/brown - Fine-grained - Cherty - Coral and brachiopod fossils throughout - Thin black bituminous stromatolitic laminae - Fractured from 50.4-51.4 - Calcite and pyrite crystals in vugs at 51.0- Entire core is slightly pitted/vuggy

151.0

150.0

149.0

148.0

147.0

146.0

145.0

144.0

143.0

142.0

141.0

140.0

139.0

138.0

137.0

DGR3-039.03-AR

DGR3-041.79-GM-PL

DGR3-045.76-AR

Page 4

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

52.30

R-0

10

55.35

CR

-01

1

56.60

CR

-01

2

58.40

CR

-01

3

61.45

CR

-01

4

64.50

CR

-01

5

- Entire core is slightly pitted/vuggy

Dolostone - Light brown - Fine to medium-grained - Abundant coral fossils (order: Rugosa); Floatstone bed from 52.7-54.4 - Bituminous stromatolitic laminae in lower part of core - Fractured zone from 53.9-54.1 - Pyrite mineralization at 54.1 - Partly healed fracture at 55.2

Dolostone - Light brown - Fine to medium-grained - Horizontal breaks mainly along bituminous laminae - Partly healed fractures at 56.0 and 56.3 - Abundantly fossiliferous (coral, stromatoporoids?), boundstone - Fractured

Dolostone - Light brown to grey - Fine to medium-grained - Fossiliferous, boundstone - Localized bituminous laminae - Fractured

Dolostone - Brownish black, vuggy dolostone from 58.4-59.3 - Light brownish grey, medium-grained, fossiliferous boundstone (corals) with bituminous laminae - Fractured commonly along bituminous laminae

Dolostone - Light brown to light grey - Medium-grained - Boundstone - Large, extensively fractured coral fragment (greater than core diameter) from 61.9-62.4 - Healed fracture at 62.4 - Fractured, shattered from 63.3-63.4

Dolostone - Medium brown to light brownish grey - Medium to coarse-grained - Locally fossiliferous (coral, shell fragements) - Sparse bituminous laminations

S f 6 6 6 66 1 66

Amherstburg Formation

- Brown/grey, fine to medium-grained fossiliferous dolostone; cherty with depth

136.0

135.0

134.0

133.0

132.0

131.0

130.0

129.0

128.0

127.0

126.0

125.0

124.0

123.0

122 0

DGR3-051.47-GM-PL

DGR3-052.89-AR

DGR3-059.28-GM-PL

DGR3-065.23-AR

54.50

Page 5

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

67.55

CR

-01

6

70.60

CR

-01

7

73.65

CR

-01

8

76.70

CR

-01

9

79.75

CR

-02

0

- Shattered and cherty from 64.6-64.7 and 66.1-66.5 - Locally cherty - Moderately vuggy from 65.3-66.0

Dolostone - Light brown - Medium to coarse-grained - Trace grey chert nodules - Localized bioclastic zones - Hard - Shattered from 67.6-67.8 - Large (>5 cm diameter) rounded grey mudstone clasts at 69.3, 69.8 and 70.0

Cherty Dolostone - Light to medium brown/grey - Medium-grained - Some grey chert clasts (some greater than core diameter) - Locally fossiliferous (coral) - Fractured, shatered from 71.9-72.2 - Minor pyrite mineralization on fracture surface at 72.8 - Light grey limestone interbeds from 73.0-73.4 - Moderately vuggy and pitted from 70.6-71.0

Cherty Dolostone - Light brown/grey - Fine to medium-grained - Some light grey chert nodules - Local fossiliferous zones (coral) - Minor green staining and pyrite mineralization at 76.2 - Fractured

Cherty Dolostone - Brown to grey - Medium-grained - Abundant light grey rounded chert nodules - Few fossiliferous (coral) zones - Hard - Quartz mineralization/pyrite/chalcopyrite mineralization on vertical fracture surface at 79.2 - Stylolite at 79.5 - Fractured, shattered from 76.7-76.9, 79.2-79.5

Cherty Dolostone- Brown/grey

122.0

121.0

120.0

119.0

118.0

117.0

116.0

115.0

114.0

113.0

112.0

111.0

110.0

109.0

108.0

DGR3-068.43-GM-PL

DGR3-073.96-HAT

DGR3-075.50-AR

70.60

Page 6

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

81

82

83

84

85

86

87

88

89

90

91

92

93

94

82.50

CR

-02

1

85.50

CR

-02

2

88.10

CR

-02

3

89.10

CR

-02

4

92.15

CR

-02

5

94.26

CR

-02

6

Brown/grey - Fine to medium-grained - Abundant light grey/white 2-4 cm diameter chert nodules - Hard to very hard - Pyrite mineralization at 80.8, 82.0 and 82.1, pyrite-filled vug at 81.8 - Trace fossiliferous and slightly pitted layers - Fractured, shattered from 81.3-82.2

Cherty Dolostone - Light grey/brown - Medium-grained - Moderately fossiliferous (brachiopod) - Some light grey chert nodules - Hard to very hard - Pyrite mineralization at 82.8 and 84.3 - Fractured, shattered from 83.1-83.2 - Large coral fragment (> core diameter at 82.7) - Boundstone (amphipora) layer from 84.1-84.3 - Slightly pitted

Cherty Dolostone - Grey/brown - Medium to coarse-grained - Slightly fossiliferous (coral) - Rare light grey chert clasts - Hard to very hard - Pyrite minerlization at 85.9, 87.2 and 87.4 - Quartz mineralization at 86.4 - Healed vertical fracture at 87.0 - Fractured

Cherty Dolostone - Light grey/brown - Fine to medium-grained - Some chert nodules - Fossiliferous (coral) - Hard to very hard - Large coral fragment from 88.1 to 88.3 - Quartz mineralization at 88.7 - Fractured to shattered

Cherty Dolostone - Light grey/brown - Fine to medium-grained - Some chert nodules - Locally fossiliferous (coral) - Hard to very hard - Pyrite mineralization at 89.4 - Healed vertical fracture at 90.2 - Irregular bituminous laminae - Fractured

Cherty Dolostone - Light grey/brown - Fine to medium grained - Common light grey to white chert nodules - Common dark brown/back argillaceous bituminous laminae - Hard to very hard - Minor pyrite mineralization on vertical fractures from 93.9 to 94.1 - Fractured to shattered

Bois Blanc Formation - Brown/grey fine to medium-grained, fossiliferous, cherty dolostone with thin black laminae

107.0

106.0

105.0

104.0

103.0

102.0

101.0

100.0

99.0

98.0

97.0

96.0

95.0

94.0

93.0

DGR3-081.14-GM-PL

DGR3-081.91-GM-PL

DGR3-084.54-AR

DGR3-090.97-GM-PL

93.90

Page 7

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

97.31

CR

-02

7

100.36

CR

-02

8

103.41

CR

-02

9

106.46

CR

-03

0

109.51

CR

-03

1

Cherty Dolostone - Light grey/brown - Fine to medium-grained - Some light grey to white chert nodules - Some light grey mudstone/siltstone clasts - Fossiliferous - Some dark brown to black argillaceous laminae - Trace pyrite mineralization on fracture at 94.3 - Calcite mineralization on vertical fracture at 95.8 - Shattered light grey siltstone bed at 96.0 - Trace calcite mineralization on fracture surface at 96.8 - Fractured to shattered

Cherty Dolostone - Light grey/brown - Fine to medium grained - Some light grey to white chert nodules - Some grey siltstone clasts - Some dark brown/back argillaceous laminae - Locally fossiliferous (coral) - Vuggy interval from 97.7-97.8 - Fractured, shattered from 97.9-98.6 with calcite/pyrite mineralization on rock surfaces

Cherty Dolostone - Light grey - Fine to medium-grained - Abundant light grey to white chert nodules - Hard - Some argillaceous laminae - Fossiliferous (coral, brachipods) - Fractures typically thin (mm-thick), discontinuous and healed with calcite (i.e. calcite stringers) or stained - Fractured, shattered after 101.6

Cherty Dolostone - Light grey/brown - Fine to medium-grained - Abundant light grey to white chert nodules - Some argillaceous laminae - Fossiliferous (brachiopods) - Core commonly broken along argillaceous laminae - Some sub-mm-thick discontinuous calcite filled fractures, pyrite mineralization or staining on fractures less common - Fractured to shattered

Cherty Dolostone - Light grey to dark grey - Fine to medium-grained - Abundant light grey to white chert nodules - Fossiliferous (corals, brachiopods) - Hard - Some argillaceous laminae - Trace calcite filled discontinuous fractures - Core commonly broken along argillaceous laminae - Soft-sediment deformation feature at 107.7 - Fractured, shattered core from 108.2-108.3 and 108.7-108.8

92.0

91.0

90.0

89.0

88.0

87.0

86.0

85.0

84.0

83.0

82.0

81.0

80.0

79.0

78.0

DGR3-096.12-AR

DGR3-096.27-MN-SGS

DGR3-098.54-GM-PL

DGR3-105.33-AR

Page 8

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

112.56

CR

-03

2

115.61

CR

-03

3

118.66

CR

-03

4

121.71

CR

-03

5

123.95

CR

-03

6C

R

Cherty Dolostone - Light grey to greyish brown - Fine to medium-grained - Abundant light grey to white chert nodules - Some intervals of chert with brown dolostone clasts - Fossiliferous (corals, brachiopods) - Some argillaceous laminae - Trace vugs and pits - Hard - Trace sub-mm-thick discontinuous calcite filled fractures - Core commonly broken along argillaceous laminae - 3 cm-thick rubbly core interval at 112.0 - Fractured to shattered

Cherty Dolostone - Light grey to brown - Fine to medium-grained - Abundant light grey to white chert nodules - Some argillaceous laminae - Fossiliferous (corals, brachiopods) - Vertical calcite veins at 112.6 and 113.1, trace sub-mm-thick, discontinuous calcite filled fractures near base of core

Cherty Dolostone - Light grey/brown - Fine to medium grained - Abundant light grey to white chert nodules - Intervals of chert with brown dolostone clasts throughout - Some argillaceous laminae and thin calcite filled fractures - Mottled appearance due to chert nodules - Fossiliferous - Core commonly broken along argillaceous laminae - Fractured - Trace pits and vugs, some infilled with calcite

Cherty Dolostone - Light grey/brown - Abundant light grey to white chert nodules - Intervals of chert with brown dolostone clasts are common - Some argillaceous laminae and thin calcite filled fractures - Large partly infilled vug at 118.7 - Rubbly 3 cm-thick chert-rich core interval at 120.9 and 121.3 - Fractured to shattered - Trace pits and vugs

Cherty Dolostone - Light grey/brown - Fine to medium-grained - Abundant chert nodules - Hard - Trace pits and vugs - Shattered to fractured

Cherty DolostoneLight grey/brown

77.0

76.0

75.0

74.0

73.0

72.0

71.0

70.0

69.0

68.0

67.0

66.0

65.0

64.0

DGR3-110.63-GM-PL

DGR3-110.88-GM-PL

DGR3-114.09-AR

DGR3-114.27-GM-CAN

DGR3-119.81-GM-PL

DGR3-122.79-NG-UO

Page 9

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

125

126

127

128

129

130

131

132

133

134

135

136

137

138

124.76

R-0

37

127.81C

R-0

38

130.86

CR

-03

9

133.91

CR

-04

0

136.96

CR

-04

1C

R-0

42

- Light grey/brown - Fine to medium grained - Abundant chert nodules - Very hard - Trace pits and vugs - Shattered to fractured

Cherty Dolostone - Light to medium grey and brown - Fine to medium-grained - Hard to brittle - Abundant light grey chert nodules - Some argillaceous laminae - Fossiliferous (brachipods, coral) - Trace fractures; fractures typically healed or partly healed with calcite - Shattered

Cherty Dolostone - Light grey/brown - Predominantly fine-grained, some medium-grained zones - Hard - Fossiliferous (coral, brachiopods) - Pryite mineralization on few fractures - Some chert nodules - Discontinuous sub-mm-thick calcite veins - Fractured to shattered

Cherty Dolostone - Light grey/tan - Predominantly fine-grained - Hard - Medium to dark grey laminae - Some light grey chert nodules gives the core a mottled appearance - Some sub-mm-thick calcite veins - A mm-thick calcite filled vertical fracture from 132.8-133.8 - Trace pits and vugs - Fractured

Cherty Dolostone - Light grey/tan - Fine-grained - Some chert nodules - Trace argillaceous laminae - Common light grey, brittle inclusions - Fossiliferous (brachiopods, corals, trilobites (?)) - Pyrite crystals on fracture surface at 135.1 - Some calcite-filled to partially filled steeply to very steeply dipping fractures - Fractured

Cherty Dolostone - Light grey/tan - Fine-grained - Some chert nodules, laminae and thin beds - Dark grey bituminous laminae - Fossiliferous (?) (oolites?) - Light grey siltstone inclusions - Calcite filled very steeply dipping fracture at 137.5 with mm offset - Fractured, shattered from 139.0

63.0

62.0

61.0

60.0

59.0

58.0

57.0

56.0

55.0

54.0

53.0

52.0

51.0

50.0

49.0

DGR3-125.42-AR

DGR3-128.10-HAT

DGR3-129.19-GM-PL

DGR3-129.28-GM-PL

DGR3-135.75-GM-PS

DGR3-136.71-AR

DGR3-137.19-MN-SGS

Page 10

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

140.01

143.06

CR

-04

3

146.11

CR

-04

4

148.82

CR

-04

5

151.97

CR

-04

6C

R-0

47

Cherty Dolostone - Light grey/tan - Fine-grained - Chert seams (few cm-thick) from 142.0-142.4 - Light grey siltstone inclusions - Slightly vuggy - Rubbly 2 cm-thick chert bed at 142.3 - Sharp transition to mottled dark and light grey dolostone with white dots (oolites?) at 142.7 - Fractured, shattered after 142.2

Dolostone - Light brown/tan - Very fine to fine-grained - Hard, brittle - Massive - Shattered to fractured - Very steeply dipping, fracture from 143.8-144.6

Dolostone - Light brown/tan - Fine-grained - Very hard - Massive - Few bituminous laminae - Shattered to fractured - Trace number of irregular, discontinuous, few cm-long, totally healed, sub-mm-thick, very steeply dipping fractures around 146.5

Dolostone - Light grey/brown/tan - Very fine-grained - Massive - Hard - Core surface is pitted - Some dark grey/black laminae - Number of very steeply dipping to flat filled (calcite) to clean fractures - Fractured

Dolostone - Tan/brown to grey - Very fine-grained - Shale intervals from 152.7-153.4 - Shale is interbedded dark grey/green and fine-grained dark grey/brown - Trace flat to very steeply dipping clean filled fractures - Fractured to shattered from 154.4-154.8

Bass Islands Formation - Light grey to brown, very fine to fine-grained sparsely fossiliferous dolostone

48.0

47.0

46.0

45.0

44.0

43.0

42.0

41.0

40.0

39.0

38.0

37.0

36.0

35.0

34.0

DGR3-141.86-GM-PL

DGR3-143.42-AR

DGR3-146.43-MN-SGS

DGR3-147.11-GM-PS

DGR3-151.24-GM-PL

DGR3-151.78-GM-PL

DGR3-152.51-AR

143.26

Page 11

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

155.12

7

158.31

CR

-04

8

161.36

CR

-04

9

164.41

CR

-05

0

167.46

CR

-05

1

Dolostone - Tan/brown to grey - Very fine-grained - Laminated - Dark grey to black beds throughout - Very hard - Shattered

Dolostone - Light brown/tan/grey - Fine-grained to very fine-grained - Variably Laminated - Very hard - Very vuggy 4 cm-thick bed at 158.6 that is partly infilled with calcite - Abundant small prismatic (mm-long) grey crystals in 10 cm-long interval of light grey fine-grained dolomite matrix at 159.0 - Interlaminated tan dolostone and translucent calcite from 159.4-159.5 - Shattered

Dolostone - Light brown/tan - Fine-grained to very fine-grained - Variably laminated - Infilled vugs (calcite) and calcite veins - From 161.9-162.5: Grey to tan, laminated and sucrosic, slightly vuggy (partly infilled with calcite) - Shattered

Dolostone - Light brown/tan - Very fine-grained - Thinly bedded - Black/dark brown laminae in places - Black flecks on core around 164.8 - Pitted from 165.0-165.1 - Shattered

Dolostone - Light brown to tan - Very fine-grained - Massive - Trace vugs (mouldic porosity?) and stylolites

Sh tt d

33.0

32.0

31.0

30.0

29.0

28.0

27.0

26.0

25.0

24.0

23.0

22.0

21.0

20.0

19 0

DGR3-159.46-GM-PL

DGR3-161.67-PW-UO

Page 12

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

169

170

171

172

173

174

175

176

177

178

179

180

181

182

183

170.51

CR

-05

2

170.66

CR

-05

3

173.56

CR

-05

4

176.61

CR

-05

5

179.66

CR

-05

6

182.71

CR

-05

7

- Shattered - Black flecks in places - Trace black laminae

No core recovered

Dolostone - Light brown/tan - Very fine-grained - Hard - Trace black laminae - Pitted

Dolostone - Light brown/tan - Very fine-grained, variably laminated - Hard - Trace black/dark grey laminae - Shattered and commonly broken along black/dark grey laminae

Dolostone - Light brown/tan - Very fine-grained - Variably laminated - Dark grey/black laminae - Shattered, fractures commonly along black/dark grey laminae - Trace pits and mineral moulds - Filled fractures (calcite) - Trace Black flecks dispersed throughout dolomite in some intervals

Argillaceous Dolostone - Light brown/tan, very fine-grained with dark grey/black laminae, 179.8-180.6

Dolostone - Light brown/tan, very fine-grained with dark grey/black laminae, 180.6-181.2, abundant prismatic mm-length translucent grey crystals in dolostone matrix from 181.2-181.3

Shale - Dark grey/blue, very fine-grained, with shale intraclasts and abundant calcite filled fractures, 181.3-181.8

Dolostone - Light brown/grey

19.0

18.0

17.0

16.0

15.0

14.0

13.0

12.0

11.0

10.0

9.0

8.0

7.0

6.0

5.0

DGR3-180.05-AR

DGR3-181.37-AR

179.82

180.56

181.19

181.82

Page 13

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

184

185

186

187

188

189

190

191

192

193

194

195

196

197

185.76

CR

-05

8

188.81

CR

-05

9

191.86

CR

-06

0

194.91

CR

-06

1C

R-0

62

g g y - Very-fine grained - Hard - Massive - Shattered - Brown/black staining and calcite mineralization on some fracture surfaces

Dolostone - Light brown, tan transitioning to dark brown with depth, hard, black staining and calcite mineralization on fracture surfaces, core commonly broken along black laminae, 185.7-187.1

Dolomitic Shale, - Blue/grey dolomitic shale 187.1-188.0

Argillaceous Dolostone - Grey/brown, fine-grained argillaceous dolostone grading to brown fine-grained argillaceous dolostone with some black bituminous laminae and white anhydrite and gypsum veins

Dolomitic Shale - Blue/grey dolomitic shale with abundant gypsum and anhydrite veins, some grey/brown, thin argillaceous dolostone interbeds, brecciated dolomitic shale, argillaceous dolostone and anhydrite and gypsum beds over bottom part of unit - Blocky

Dolostone - Brown, very fine-grained, trace dark grey to black laminae - Blocky

Dolostone - Dark grey, very fine-grained, hard, bituminous, 191.8-191.9 - Brown, very fine-grained, hard with few dark laminae, anhydrite/gypsum veins, 191.9-194.9 - Shattered to 192.9, fractured to bottom

Dolostone - Light brown transitioning to light grey, very fine-grained, hard, few black laminae, fractures anhydrite/gypsum - Fractured

Dolomitic Shale, - Grey/blue, fractured

Dolomitic Shale - Grey/blue, very fine-grained 196.5-198.0- Healed fracture, 196.2-196.5

Salina Formation - G Unit - Brown dolostone and argillaceous dolostone interlayered with grey/blue to grey dolomitic shale with anhydrite and gypsum veins

Salina Formation - F Unit - Grey/blue dolomitic shale with gypsum and anhydrite veins, interlayered with tan dolostone with depth

4.0

3.0

2.0

1.0

0.0

-1.0

-2.0

-3.0

-4.0

-5.0

-6.0

-7.0

-8.0

-9.0

-10.0

DGR3-187.44-AR

DGR3-187.72-PW-UO

DGR3-187.92-AR

DGR3-188.36-DF-UNB

DGR3-188.57-MN-SGS

DGR3-189.96-AR

DGR3-190.43-GM-PS

DGR3-191.11-AR

DGR3-191.43-GM-PL

DGR3-191.51-GM-PL

DGR3-193.42-AR

DGR3-194.42-GM-PL

DGR3-194.50-GM-PL

DGR3-195.07-NG-UO

DGR3-195.42-AR

DGR3-196.12-AR

187.11

187.30

187.96

188.81

191.36

196.20

196.50

Page 14

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

197.96

201.01

CR

-06

3

204.06

CR

-06

4

207.11

CR

-06

5

208.51

CR

-06

6

208.74

NC

210.36

CR

-06

7C

R-0

68

Healed fracture, 196.2 196.5 - Soft - Blocky

Dolomitic Shale - Grey/green, soft - Common horizontal to vertical white to pink/orange anhydrite/gypsum veins throughout, 197.9-200.7 - Blocky, soft

Marker Bed - Tan to brown dolostone, very fine-grained, massive, hard, 200.7-200.9

Dolomitic Shale - Grey/green - Abundant thin cm-thick white gypsum and pink/orange anhydrite/gypsum veins, nodules less common, number of veins are slightly offset - Diffuse rusty-red mottles below 201.9 - Blocky - Soft

Dolomitic Shale - Grey/green with rusty brown mottles - Abundant thin cm-thick white gypsum and pink/orange anhydrite, veins throughout, number are slightly offset - Nodules less common - Blocky - Soft

Dolomitic Shale - Grey/green with rusty brown mottles (decline down core) - Abundant cm-thick white gypsum and pink/orange anhydrite veins, nodules less common - Blocky - Soft

- No core, tri-cone drilled out cement

- No core recovery

Dolomitic Shale - Grey/green with rusty brown mottles - Abundant thin white gypsum and pink/orange anhydrite veins - Trace cm-size brown translucent nodules over bottom half of core - Soft - Blocky

-11.0

-12.0

-13.0

-14.0

-15.0

-16.0

-17.0

-18.0

-19.0

-20.0

-21.0

-22.0

-23.0

-24.0

-25.0

DGR3-198.48-GM-PL

DGR3-198.72-PW-UB

DGR3-198.96-PW-UO

DGR3-199.83-HAT

DGR3-199.92-GM-PL

DGR3-200.07-DF-UNB

DGR3-200.50-PT

DGR3-201.37-GM-PS

DGR3-201.61-AR

DGR3-203.00-AR

DGR3-204.05-DF-UNB

DGR3-204.24-PT

DGR3-204.49-GM-SL

DGR3-207.67-AR

DGR3-207.94-PW-UO

DGR3-208.41-PW-UB

DGR3-208.93-AR

DGR3-211.44-GM-PL

DGR3-211.96-AR

DGR3-212.12-GM-PL

Intermediate BOP Casing [ 7 (inch) / 178 (mm)]Open Borehole [ 5 5/8 (inch) / 143 (mm)]

200.71

200.94

208.10

Page 15

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

212.91

213.66

CR

-06

9

216.46

CR

-07

0

219.51

CR

-07

1

222.56

CR

-07

2

225.61

CR

-07

3C

R-0

7

Dolomitic Shale - Grey/green - Thin pink/orange anhydrite veins throughout - Soft

Dolomitic Shale - Grey/green - Abundant thin white gypsum and pink/orange anhydrite veins - Diffuse rusty red mottling - Blocky

Dolomitic Shale - Grey/green - Abundant thin white gypsum and pink/orange anhydrite veins - Diffuse rusty red mottling in places - Trace intervals of more argillaceous dark grey to black dolomitic shale - Soft - Blocky

Dolostone - Tan dolostone with gypsum and anhydrite veins

Dolomitic Shale - Grey/green - Abundant thin white gypsum and pink/orange anhydrite veins - Diffuse rusty red mottling in places - Blocky and soft

Dolomitic Shale - Grey/green - Abundant thin white gypsum and pink/orange/translucent anhydrite veins, diffuse nodules less common - Diffuse rusty red mottling in places - Blocky - Soft

Dolomitic Shale - Grey/green, abundant thin white gypsum and pink/orange/translucent anhydrite veins, diffuse nodules less common, diffuse rusty red mottling in places, 225.6-226.4 - Soft

Anhydritic Dolostone - Light grey to light brown, hard, laminated to thin white gypsum and pink/orange/translucent anhydrite beds and veins throughout (but less common in lower part), 226.4-228.3, slightly vuggy

-26.0

-27.0

-28.0

-29.0

-30.0

-31.0

-32.0

-33.0

-34.0

-35.0

-36.0

-37.0

-38.0

-39.0

DGR3-215.72-AR

DGR3-219.42-MN-SGS

DGR3-220.06-PW-UB

DGR3-220.40-GM-PL

DGR3-225.38-AR

DGR3-225.69-NG-UO

DGR3-225.84-GM-CAN

DGR3-227.01-GM-SW

220.00

220.33

226.40

Page 16

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

228

229

230

231

232

233

234

235

236

237

238

239

240

241

228.66

74

231.71

CR

-07

5

234.76

CR

-07

6

237.81

CR

-07

7

240.86

CR

-07

8

Dolomitic Shale, - Gradual transition, fine-grained, grey/dark grey, hard, massive, offset at few cm along moderately dipping gypsum vein

Dolomitic Shale - Grey/blue - Abundant thin white gypsum/anhydrite veins and nodules - Soft - Blocky

Dolomitic Shale - Grey/blue, some dark grey more argillaceous zones up to 5 cm-thick, abundant white gypsum/anhydrite veins, nodules, 231.3-233.2 - Soft and blocky

Dolostone - Sharp upper contact, tan/brown and light grey with depth, very fine-grained, hard, trace white gypsum/anhydrite veins and dark grey to black bituminous laminae - Hard - Blocky

Dolostone - Tan to brown - Laminated - Very fine-grained - Abundant bituminous laminae - Rare thin gypsum vein/bed/nodule - Rare thin anhydrite vein/bed/nodule

Dolomitic Shale, - Grey

Dolostone - As described above at the start of CR77

Dolomitic Shale - Grey, thin gypsum and anhydrite veins, nodules

Dolostone - Tan to brown, hard, very fine-grained, dark grey to black bituminous laminae, few gypsum/anhydrite veins, moderately vuggy near top

Dolomitic Shale - Grey, some to abundant mm- to cm-thick gypsum/anhydrite veins and nodules

Salina Formation - E Unit

- Brown, very fine-grained, dolostone interbedded with grey/blue dolomitic shale and argillaceous dolostone with anhydrite and gypsum

-40.0

-41.0

-42.0

-43.0

-44.0

-45.0

-46.0

-47.0

-48.0

-49.0

-50.0

-51.0

-52.0

-53.0

-54.0

DGR3-227.45-PW-UO

DGR3-228.11-NG-UB

DGR3-229.13-GM-PL

DGR3-230.47-PT

DGR3-231.05-AR

DGR3-232.30-GM-SW

DGR3-236.82-AR

DGR3-238.83-GM-PL

DGR3-238.92-GM-PL

DGR3-239.58-AR

DGR3-240.75-AR

228.30

233.16

235.90

236.20

237.50

238.35

239.60

241.85

Page 17

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

242

243

244

245

246

247

248

249

250

251

252

253

254

255

256

243.91

CR

-07

9

246.96

CR

-08

0

250.01

CR

-08

1

253.06

CR

-08

2

256.11

CR

-08

3

Argillaceous Dolostone - Tan to brown to grey, very fine-grained, hard, massive, brecciated in places, few mm to cm's-thick anhydrite veins, blocky and fractured

Dolomitic Shale - Grey dolomitic shale to light grey argillaceous dolostone with depth with some anhydrite and gypsum veins

Dolomitic Shale - Grey, hard, abundant anhydrite/gypsum veins - Abundant anhydrite nodules - Blocky to fractured

Dolostone - Tan to grey, very fine-grained, massive, hard, trace cm-thick anhydrite/gypsum veins

Dolomitic Shale - Grey dolomitic shale with anhydrite/gypsum veins

Dolostone - Tan, very fine-grained, massive, mm-thick anhydrite/gypsum veins

Dolomitic Shale - Grey, hard, abundant anhydrite/gypsum veins - Fractured

Dolomitic Shale - Interlayered brown, very fine-grained hard dolostone and grey to light grey, medium soft dolomitic shale - Layers are 10's cm-thick - Abundant anhydrite/gypsum veins - Fractured

Argillaceous Dolostone - Interbedded argillaceous dolostone and dolostone - Argillaceous dolostone is light grey to tan brown with anhydrite veins, 253.0-254.8 and the dolostone is tan brown - Trace amounts of white, thin gypsum beds - Abundant anhydrite/gypsum veins, no anhydrite from 255.5-256.1 - Trace grey dolomitic shale layers (~10 cm-thick) - Fractured to blocky

Dolostone - Dark tan/brown, trace anhydrite/gypsum

-55.0

-56.0

-57.0

-58.0

-59.0

-60.0

-61.0

-62.0

-63.0

-64.0

-65.0

-66.0

-67.0

-68.0

-69.0

DGR3-242.23-GM-PS

DGR3-243.46-AR

DGR3-248.47-PW-UO

DGR3-248.71-PW-UB

DGR3-248.99-GM-PL

DGR3-249.81-GM-PL

DGR3-250.98-MN-SGS

DGR3-251.68-PT

DGR3-252.50-DF-UNB

DGR3-254.95-AR

242.56

246.08

246.71

247.21

247.80

253.06

256.11

Page 18

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

257

258

259

260

261

262

263

264

265

266

267

268

269

270

271

259.16

CR

-08

4

262.21

CR

-08

5

265.26

CR

-08

6

268.31

CR

-08

7

271.36

CR

-08

8

, y gyp - Fractured

Dolomitic Shale - Sharp upper contact, grey/blue dolomitic shale, massive to laminated, soft - Blocky

Dolostone - Sharp upper contact, tan/brown, pitted, anhydrite/gypsum veins, few dark brown distorted laminae

Dolomitic Shale - Grey/blue dolomitic shale with abundant anhydrite and gypsum veins - Blocky

Dolomitic Shale - Grey/blue, soft, abundant gypsum/anhydrite veins - Massive

Anhydritic Dolostone - Light grey/blue, very abundant anhydrite, slightly vuggy, 263.8-265.3 - Large coral fragment at 264.8

Anhydritic Dolostone Grey/blue to brown, fine-grained dolostone with abundant anyhdrite (veins, blebs), 265.3-266.0 and thin white gypsum veins

Dolomitic Shale - Gradiational upper contact, grey/blue massive to laminated shale with trace anhydrite/gypsum veins, rusty red diffuse mottling near base or core

Dolomitic Shale - Mottled greyish/green and red - Massive bedded - Trace thin gypsum/anhydrite veins and nodules - Massive

Salina Formation - D Unit

- Light, Grey/blue fine-grained anhydritic dolostone

Salina Formation - C Unit

- Grey/blue, dolomitic shale with trace to some anhydrite and gypsum veins and nodules

-70.0

-71.0

-72.0

-73.0

-74.0

-75.0

-76.0

-77.0

-78.0

-79.0

-80.0

-81.0

-82.0

-83.0

84 0

DGR3-257.63-AR

DGR3-259.28-GM-PL

DGR3-262.16-AR

DGR3-264.97-AR

DGR3-267.79-GM-PS

DGR3-268.05-AR

DGR3-269.67-GM-SW

DGR3-270.29-PW-UO

DGR3-270.49-PT

257.31

258.87

259.56

263.40

266.00

Page 19

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

272

273

274

275

276

277

278

279

280

281

282

283

284

285

286

274.41

CR

-08

9

277.46

CR

-09

0

280.51

CR

-09

1

283.56

CR

-09

2C

R-0

93

Dolomitic Shale - Mottled greyish/green and red - Massive bedded - Trace thin gypsum/anhydrite veins and nodules - Massive

Dolomitic Shale - Mottled greyish/green and red - Massive bedded - Few thin gypsum/anhydrite veins and nodules, 274.4-276.9 - Massive

Brecciated Argillaceous Dolostone - Tan, fine-grained, hard argillaceous dolostone with some anhydrite and gypsum veins, 277.9-278.8

Brecciated Dolomitic Shale - Grey/green, soft dolomitic shale with some anhydrite and gypsum veins - Blocky

Brecciated Dolomitic Shale - Grey/green to grey soft dolomitic shale with some (locally abundant) gypsum and anhydrite veins - Blocky

Brecciated Dolomitic Shale - Grey/green to grey, soft dolomitic shale with abundant anhydrite and gypsum veins - Blocky

Brecciated Anhydritic Dolostone - Brecciated white and tan anhydritic dolostone

Brecciated Argillaceous Dolostone - Tan/brown, fine-grained, hard argillaceous dolostone - Blocky

Brecciated Dolomitic Shale

Salina Formation - B Unit - Brecciated grey/green dolomitic shale with some to abundant tan argillaceous dolostone and light grey/green dolomitic shale clasts and some to abundant anhydrite and gypsum veins and nodules. Bottom of the unit is brown to tan dolostone.

-84.0

-85.0

-86.0

-87.0

-88.0

-89.0

-90.0

-91.0

-92.0

-93.0

-94.0

-95.0

-96.0

-97.0

-98.0

DGR3-272.21-GM-PL

DGR3-272.45-GM-PL

DGR3-273.58-MSC

DGR3-273.98-DF-UNB

DGR3-274.08-HAT

DGR3-274.19-GM-SL

DGR3-274.38-NG-UO

DGR3-276.13-AR

DGR3-277.56-AR

DGR3-279.57-AR

DGR3-279.79-GM-PL

DGR3-285.69-AR

277.90

278.76

284.46

285.26

285.91

Page 20

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

287

288

289

290

291

292

293

294

295

296

297

298

299

300

286.61

289.66C

R-0

94

292.71

CR

-09

5

295.76

CR

-09

6

298.81

CR

-09

7C

R-0

98

Brecciated Dolomitic Shale - Grey/green, soft dolomitic shale with abundant anhydrite and gypsum veins - Blocky

Brecciated Dolomitic Shale - Grey/brown to grey/green brecciated dolomitic shale with clasts/layers of tan/brown argillaceous dolostone and abundant anhydrite and gypsum veins and nodules - Blocky





Dolostone - Gradual transition to tan/brown, very fine-grained dolostone with abundant white anhydrite nodules in upper 0.6 m - Abundant dark brown laminae

F t d

-99.0

-100.0

-101.0

-102.0

-103.0

-104.0

-105.0

-106.0

-107.0

-108.0

-109.0

-110.0

-111.0

-112.0

-113.0

DGR3-289.36-PW-UB

DGR3-289.91-GM-PL

DGR3-291.57-PT

DGR3-294.27-GM-PS

DGR3-295.61-AR

DGR3-297.88-DF-UNB

DGR3-298.73-PW-UO

DGR3-299.19-AR

DGR3-299.98-GM-PL

DGR3-300.08-GM-PL

299.61

Page 21

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

301

302

303

304

305

306

307

308

309

310

311

312

313

314

315

301.86

304.91

CR

-09

9

307.96

CR

-10

0

311.01

CR

-10

1

314.06

CR

-10

2C

R

- Fractured

Dolostone - Tan/brown, very fine-grained, abundant dark brown/black laminae and vertical fractures infilled with blue-grey mud; grades to light grey to brown dolostone with bituminous laminae, and interbedded with anhydrite - Fractured

Anhydritic Dolostone - Contact is sharp; mottled tan/brown to light-dark grey with abundant anhydrite. 303.1-304.6

Dolostone - Sharp contact; tan to grey, very-fine grained, trace anhydrite to 304.9 then abundant veins and nodules - Laminated

Dolostone - Interbedded light grey and tan with sharp contacts - Very fine-grained - Laminated - Abundant flat anhydrite and gypsum veins that decrease in abundance with depth - Slightly pitted - Blocky

Argillaceous Dolostone and Dolomitic Shale - Interbedded grey and brown with sharp contacts - Very fine-grained - Laminated - Trace anhydrite/gypsum beds - Few black laminae with pyrite flecks - Sulphurous odour when broken - Blocky

Argillaceous Dolostone and Dolomitic Shale - Interbedded grey/brown and dark grey/brown - Very fine-grained - Laminated - Trace anhydrite/gypsum beds - Few black laminae with pyrite flecks - Sulphurous odour when broken - Locally slightly pitted- Fractured to blocky

Salina Formation - B Unit - Evaporite

- Interbedded to mottled brown dolostone and grey anhydrite

Salina Formation - A2 Unit - Carbonate - Tan to grey, fine-grained, laminated to massive bedded dolostone, argillaceous dolostone and dolomitic shale interlaminated/interbedded with bituminous laminae, anhydrite and gypsum

-114.0

-115.0

-116.0

-117.0

-118.0

-119.0

-120.0

-121.0

-122.0

-123.0

-124.0

-125.0

-126.0

-127.0

-128.0

DGR3-302.03-GM-PL

DGR3-302.60-GM-PS

DGR3-303.21-AR

DGR3-308.05-DF-UNB

DGR3-308.53-PT

DGR3-308.83-AR

DGR3-310.54-GM-PS

DGR3-310.71-MN-SGS

DGR3-311.79-PW-UO

DGR3-312.53-PW-UB

DGR3-313.04-GM-PL

DGR3-313.76-NG-UO

DGR3-314.89-AR

303.01

304.63

311.01

Page 22

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

316

317

318

319

320

321

322

323

324

325

326

327

328

329

330

317.11

R-1

03

320.16

CR

-10

4

323.21

CR

-10

5

326.26

CR

-10

6

329.31

CR

-10

7

- Fractured to blocky

Argillaceous Dolostone and Dolomitic Shale - Light grey argillaceous dolostone interbedded with brown/dark grey dolomitic shale - Trace anhydrite/gypsum beds - Shale beds are soft and friable or brittle, sulphurous odour, and some contain rip-up clasts and distorted bedding (i.e. soft-sediment deformation) - Fractured

Dolomitic Shale - Interbedded/laminated grey and dark grey dolomitic shale (A2 Shale)

Argillaceous Dolostone and Dolomitic Shale - Interbedded light grey argillaceous dolostone and dark dolomitic shale - Trace anhydrite and gypsum beds

Argillaceous Dolostone and Dolomitic Shale - Tan to grey, fine-grained with depth, laminated argillaceous dolostone interbedded with dark brown/grey bituminous dolomitic shale, slightly petroliferous, sulphurous odour, fractured

Dolostone - Tan/grey, variably laminated, fine-grained, hard, cm-thick anhydrite/gypsum veins near base of core - Blocky

Anhydritic Dolostone - White to light grey anhydritic dolostone interbedded with dark grey dolomitic shale

Dolostone - Sharp contact, tan, fine-grained, some dark brown to black laminae, strong sulphurous odour, slight petroliferous odour

Dolostone - Tan/grey - Fine-grained - Dark brown to black bituminous laminae - Locally moderately pitted

St l h d d li ht t lif d

-129.0

-130.0

-131.0

-132.0

-133.0

-134.0

-135.0

-136.0

-137.0

-138.0

-139.0

-140.0

-141.0

-142.0

DGR3-318.87-GM-CAN

DGR3-324.86-NG-UO

DGR3-325.07-AR

DGR3-325.70-GM-PL

DGR3-326.91-GM-PS

DGR3-328.35-GM-PS

DGR3-329.23-NG-UO

319.60

321.41

323.75

325.96

328.21

Page 23

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

331

332

333

334

335

336

337

338

339

340

341

342

343

344

332.36

CR

-10

8

335.41

CR

-10

9

338.46

CR

-11

0

341.51

CR

-11

1

344.56

CR

-11

2

- Strong sulphurous odour and slight petroliferous odour

Dolostone - Tan to grey, bituminous with dark brown laminae, strong sulphurous odour

Dolomitic Shale - Sharp contact, grey/green, soft

Anhydritic Dolostone - Gradual transition - Mottled brown dolostone and light grey anhydrite - Massive

Anhydritic Dolostone - Mottled brown dolostone and light grey anhydrite - Fine-grained to very fine-grained - Massive bedded - Moderately pitted and vuggy - Blocky

Dolostone - Contact is sharp and along stylolite, tan, massive, abundantly vuggy (less so with depth), some beds are sparsely vuggy and fine-grained, sulphurous odour, some stylolites - Blocky

Argillaceous Dolostone - Grey - Laminated - Totally healed (shale infilled) very steeply dipping sub-mm-thick fracture from 344.0-344.5 - Bituminous shale laminae and horizontal to diffuse beds (up to few cm-thick) throughout, petroliferous odour - Abundant dark grey inclusions (shale rip-up clasts?) in dolostone beds - Locally slightly vuggy - Moderately petroliferous at 344.1 - Blocky

Argillaceous Dolostone - Grey

Salina Formation - A2 Unit - Evaporite- Mottled light grey/blue anhydritic dolostone

Salina Formation - A1 Unit - Carbonate

- Grey to tan/grey argillaceous dolostone interbedded/laminated with grey to black bituminous shale and trace to abundant anhydrite and gypsum veins

-143.0

-144.0

-145.0

-146.0

-147.0

-148.0

-149.0

-150.0

-151.0

-152.0

-153.0

-154.0

-155.0

-156.0

-157.0

DGR3-331.07-GM-PL

DGR3-331.60-AR

DGR3-334.44-DF-UNB

DGR3-334.81-PT

DGR3-335.00-PW-UO

DGR3-335.22-PW-UB

DGR3-336.59-GM-PS

DGR3-336.76-GM-PL

DGR3-337.64-AR

DGR3-338.45-NG-UO

DGR3-339.43-AR

DGR3-344.06-PW-UB

DGR3-344.32-AR

DGR3-344.49-NG-UO

332.89

333.50

338.60

341.60

Page 24

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

345

346

347

348

349

350

351

352

353

354

355

356

357

358

359

347.61

CR

-11

3

350.66

CR

-11

4

353.71

CR

-11

5

356.49

CR

-11

6

356.76

CR

-11

7C

R-1

18

Grey - Soft dark grey bituminous shale laminae and diffuse beds, some increase in abundance down core, petroliferous odour - Trace anhydrite-filled nodules - Trace discontinuous mm-thick anhydrite veins near bottom of core - Blocky - Very steeply dipping shale filled mm-thick fracture from 344.6-345.0

Argillaceous Dolostone - Grey - Abundant dark grey bituminous shale laminae and beds (diffuse to planar), strong petroliferous odour - Some to abundant with depth, flat gypsum cm to few cm-thick veins - Blocky

Argillaceous Dolostone - Grey - Some dark grey abundantly bituminous shale laminae and beds (diffuse to planar), strong petroliferous odour - Flat gypsum veins common to abundant with depth - Brecciated light grey 10 cm-thick dolomite intervals with anhdyrite veins at 351.8 and 352.0 - Blocky

Argillaceous Dolostone - Grey - Some dark grey bituminous shale laminae and beds (diffuse to planar), strong petroliferous odour - Some flat to steeply dipping anhydrite/gypsum veins - Brecciated zone with large anhydrite crystals from 356.2-356.5 - Blocky

Argillaceous Dolostone - Grey dolostone with some dark grey bituminous shale lamine and beds (diffuse to planar), strong petroliferous odour - Some anhydrite/gypsum veins - Fractured

Argillaceous Dolostone - Tan/grey - Abundant dark grey bituminous shale laminae and beds (diffuse to planar),strong petroliferous odour - Abundant anhydrite/gypsum veins spaced a few cm apart below 357.8 - Slightly pitted and vuggy between 357.1-357.5 - Blocky

-158.0

-159.0

-160.0

-161.0

-162.0

-163.0

-164.0

-165.0

-166.0

-167.0

-168.0

-169.0

-170.0

-171.0

-172.0

DGR3-345.38-PT

DGR3-345.60-GM-PL

DGR3-345.75-DF-UNB

DGR3-346.68-GM-PS

DGR3-346.91-AR

DGR3-347.75-AR

DGR3-348.14-MN-SGS

DGR3-348.31-PW-UO

DGR3-353.42-GM-PL

DGR3-353.62-AR

DGR3-355.32-AR

DGR3-355.66-NG-UB

DGR3-358.87-AR

Page 25

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

360

361

362

363

364

365

366

367

368

369

370

371

372

373

374

359.81

362.86

CR

-11

9

365.91

CR

-12

0

368.96

CR

-12

1

372.01

CR

-12

2C

R-1

23

Argillaceous Dolostone - Tan/grey - Dark grey bituminous shale laminae and beds (diffuse to planar), petroliferous odour, increase in abundance with depth - Flat gypsum veins common from 359.8-360.3, no anhydrite or gypsum after this depth, veins are mm- to cm-thick and spaced a few cm apart - Blocky

Argillaceous Dolostone - Tan/grey - Abundant dark grey bituminous shale laminae and beds (diffuse to planar), petroliferous odour - Trace anhydrite/gypsum veins and nodules - Very steeply dipping totally healed mm-thick fracture from 363.2-364.2 - Blocky

Argillaceous Dolostone - Tan/grey - Abundant dark grey bituminous shale laminae and beds (diffuse to planar), petroliferous odour - Trace anhydrite/gypsum veins and nodules - Blocky

Argillaceous Dolostone - Tan/grey - Abundant dark grey bituminous shale laminae and beds (diffuse to planar), petroliferous odour - Trace anhydrite/gypsum veins and nodules - Very steeply dipping totally healed mm-thick fracture from 369.9-370.8 - Blocky

Argillaceous Dolostone - Tan/grey - Abundant dark grey bituminous shale laminae and beds (diffuse to planar), petroliferous odour - Trace anhydrite/gypsum veins and nodules - Massive

-173.0

-174.0

-175.0

-176.0

-177.0

-178.0

-179.0

-180.0

-181.0

-182.0

-183.0

-184.0

-185.0

-186.0

DGR3-361.41-AR

DGR3-362.69-NG-UB

DGR3-364.15-GM-PL

DGR3-364.31-AR

DGR3-365.62-GM-PL

DGR3-371.55-AR

DGR3-373.64-AR

Page 26

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

375

376

377

378

379

380

381

382

383

384

385

386

387

388

389

375.06

378.11C

R-1

24

381.16

CR

-12

5

384.21

CR

-12

6

387.26

CR

-12

7C

R-1

28

Argillaceous Dolostone - Grey - Abundant dark grey bituminous shale laminae and beds, petroliferous odour - Trace anhydrite/gypsum veins and nodules - Core is vuggy (vugs infilled with anhydrite) and bedding is disturbed from 375.4-375.8 - Blocky

Argillaceous Dolostone - Grey - Abundant dark grey shale laminae, fewer below 378.6, petroliferous odour - Moderately petroliferous, oil seeping from core between 378.9-379.8 - Blocky

Anhydritic Dolostone - Laminated to mottled blue/grey anhydritic dolostone - Massive

Anhydritic Dolostone - Interbedded/interlaminated bluish-grey and light grey anhydrite and brown dolostone, massive bedded to mottled in places

Dolostone - Medium grey/brown - Fine-grained - Abundant black laminae - Petroliferious, hydrocarbons seeping from core at 386.9 - Trace vugs - Massive - Completely healed add to core axis angle column sub-mm-thick, steeply dipping fracture from 384.7-385.5

Dolostone - Brown, trace anhydrite nodules, slightly petroliferous: hydrocarbons seeping from core, 387.2-389.0 - Vuggy (decreasing vugginess with depth), sucrosic, trace anhydrite nodules and shale laminae/beds at depth - Fractured

Salina Formation - A1 Unit - Evaporite

- Mottled to thinly bedded light grey/blue anhydrite, anhydritic dolostone and brown dolostone

Salina Formation - A0 Unit - Dark brown to black, fine-grained, thinly laminated, bituminous dolostone

Guelph Formation

- Brown, very fine to medium-grained, vuggy dolostone

-187.0

-188.0

-189.0

-190.0

-191.0

-192.0

-193.0

-194.0

-195.0

-196.0

-197.0

-198.0

-199.0

-200.0

-201.0

DGR3-376.05-AR

DGR3-379.89-PW-UO

DGR3-380.05-GM-PL

DGR3-380.68-PT

DGR3-380.88-PW-UB

DGR3-381.40-DF-UNB

DGR3-381.54-NG-UO

DGR3-381.71-AR

DGR3-382.29-MN-SGS

DGR3-382.50-GM-PS

DGR3-383.85-AR

DGR3-385.58-AR

DGR3-385.82-PT

DGR3-386.04-DF-NWMO

DGR3-386.26-GM-PS

DGR3-387.31-HAT

DGR3-387.91-AR

DGR3-388.17-NG-UB

DGR3-388.43-GM-PS

DGR3-388.90-GM-PL

379.80

384.20

386.78

Page 27

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

389

390

391

392

393

394

395

396

397

398

399

400

401

402

403

390.31

393.36

CR

-12

9

396.43

CR

-13

0

399.48

CR

-13

1

402.53

CR

-13

2

Dolostone - Grey/brown, bituminous dark brown irregular laminae, fossiliferous, slightly vuggy, trace calcite veins and infilled fossils, 390.3 - 391.8

- Dolostone changes to more grey, very fine-grained, massive, hard, trace stylolites and irregular grey/dark black laminae below 391.8 - Blocky

- Gradational contact, light grey, very fine-grained, hard, some stylolites and dark grey laminae - Massive

Dolostone - Light grey, very fine-grained, hard, some stylolites and dark grey laminae, trace pyrite flecks and calcite filled vug - Solid

Dolostone - Light grey - Very fine-grained - Massive bedded - Hard - Few stylolites - Solid

Dolostone - Light grey - Very fine-grained - Massive bedded - Very hard - Trace stylolites - Some dark grey irregular/wavy horizontal bituminous laminae - Dark grey/white cirular "specs" 1-mm in diameter - Solid

Dolostone - Light grey - Very fine-grained - Massive bedded - Very hard - Few stylolites - Some dark grey irregular/wavy horizontal bituminous laminae

Solid

Goat Island Formation

- Light to dark grey/brown, very fine-grained dolostone

-202.0

-203.0

-204.0

-205.0

-206.0

-207.0

-208.0

-209.0

-210.0

-211.0

-212.0

-213.0

-214.0

-215.0

-216.0

DGR3-390.38-GM-PL

DGR3-391.34-PW-UB

DGR3-391.62-NG-UB

DGR3-394.42-AR

DGR3-398.05-PT

DGR3-399.06-DF-UNB

DGR3-399.31-PW-UO

DGR3-401.02-GM-PL

DGR3-401.88-GM-PS

DGR3-402.13-MSC

DGR3-402.60-HAT

392.20

Page 28

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

404

405

406

407

408

409

410

411

412

413

414

415

416

417

418

405.58

CR

-13

3

408.63

CR

-13

4

411.68

CR

-13

5

414.73

CR

-13

6

417.78

CR

-13

7

- Solid

Dolostone - Light grey - Very fine-grained - Massive bedded - Very hard - Trace stylolites - Some dark grey irregular/wavy horizontal laminae - Sub-mm-thick calcite filled (tatally healed) Steeply dipping fracture from 407.0-408.6 - Solid

Dolostone - Light grey - Very fine-grained - Massive bedded - Hard - Trace stylolites - Some dark grey irregular/wavy horizontal laminae - Solid

Dolomitic Limestone - Light grey to brown, very fine-grained, massive bedded, hard, trace stylolites, some dark grey irregular/wavy horizontal laminae, slightly pitted surface - Solid

Dolomitic Limestone - Light grey - Fine-grained to very fine-grained - Tan/grey mottled/diffuse argillaceous laminae - Slightly pitted to vuggy, infilled with pyrite and calcite - Blocky

Dolostone - Gradational contact

Mottled light grey to tan/grey

Gasport Formation

- Blue/white/grey, fine to coarse-grained, dolomitic limestone

Lions Head Formation

- Light grey to grey/brown, fine to very fine-grained dolostone

-217.0

-218.0

-219.0

-220.0

-221.0

-222.0

-223.0

-224.0

-225.0

-226.0

-227.0

-228.0

-229.0

-230.0

-231.0

DGR3-404.06-GM-CAN

DGR3-405.18-AR

DGR3-405.41-NG-UB

DGR3-407.00-GM-PS

DGR3-408.19-DF-UNB

DGR3-408.41-PT

DGR3-410.98-AR

DGR3-411.29-GM-PL

DGR3-411.37-GM-PL

DGR3-414.55-GM-PS

DGR3-416.70-MN-SGS

DGR3-417.33-AR

DGR3-417.60-PW-UO

DGR3-418.35-AR

410.50

417.00

Page 29

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

419

420

421

422

423

424

425

426

427

428

429

430

431

432

433

420.83

CR

-13

8

423.88

CR

-13

9

426.93

CR

-14

0

429.98

CR

-14

1

433.03

CR

-14

2

- Mottled light grey to tan/grey, - Fine-grained to very fine-grained - Trace shale/siltstone clasts and laminae - Blocky

Dolostone - Mottled light grey to tan/grey,fine-grained to very fine-grained, trace shale/siltstone clasts and laminae and stylolites, 0.5 cm-thick medium to coarse-grained bed at 421.1, 420.8-421.1, green shale clasts 421.1-422.8 - Massive

Shale - Sharp contact, green with dark greenish-red beds, massive bedded, commonly breaks along shale partings - Massive

Shale - Green and red massive bedded shale - Grey dolomitic limestone with bituminous laminations, 423.8-424.0 - Solid

Shale - Red/maroon with irregular green shale mottling/bands - Massive bedded - Medium soft - Some slickensided fracture surfaces - Infilled mud-cracks? - Massive

Shale - Red/maroon with irregular green shale mottling/bands - Massive bedded - Medium soft - Some slickensided fracture surfaces - Infilled mud-cracks? - Massive

Shale

Fossil Hill Formation

- Light to medium brownish grey, coarse-grained dolostone with styolites - Massive

Cabot Head Formation - Green and red shale grading to interbedded fossiliferous grey carbonate and shale

-232.0

-233.0

-234.0

-235.0

-236.0

-237.0

-238.0

-239.0

-240.0

-241.0

-242.0

-243.0

-244.0

-245.0

DGR3-422.33-AR

DGR3-422.50-GM-PL

DGR3-422.65-GM-PS

DGR3-425.12-PW-UO

DGR3-426.21-GM-PS

DGR3-426.47-AR

DGR3-429.20-AR

DGR3-429.40-GM-PL

DGR3-432.10-GM-SL

DGR3-432.28-MN-SGS

DGR3-432.57-PT

DGR3-432.79-PW-UO

421.50

422.80

Page 30

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

434

435

436

437

438

439

440

441

442

443

444

445

446

447

436.08

CR

-14

3

439.13

CR

-14

4

442.18

CR

-14

5

445.23

CR

-14

6C

R-1

47

Shale - Red/maroon with irregular green shale mottling/bands but becoming interbedded with depth - Massive bedded - Medium soft - Some slickensided fracture surfaces - Infilled mud-cracks? - Massive

Shale - Diffusely bedded red and green - Trace cm-thick grey coarse-grained llimstone beds composed of elongate white grains (relic fossils?) typically with sharp contacts (wackestone to packstone) - Solid

Interbedded Shale and Carbonate Beds - Diffusely bedded red and green - Harder than CR-144 - cm to tens of cm-thick grey very fine-grained and fossiliferous (brachiopods) limestone beds - Calcareous dolostone beds with trace amount of green mud and typically with sharp contacts (wackestone to packstone) - Massive

Interbedded Shale and Carbonate Beds - Interbedded grey calcareous dolostone and green shale - Calcareous dolostone beds are cm- to tens of cm-thick, contain calcite clasts and fossils (brachiopods) up to 1 cm, and contain variable amounts of green shale 442.1-443.0 - Blocky

Interbedded Shale and Carbonate Beds - Predominantly mottled grey, fossiliferous calcareous dolostone with variable amounts of green mud (wackestone) with green shale interbeds - Dolostone is grey/blue, fine to medium grained, mottled, and contains calcite fossils after 447.2 - Massive

Manitoulin Formation

-246.0

-247.0

-248.0

-249.0

-250.0

-251.0

-252.0

-253.0

-254.0

-255.0

-256.0

-257.0

-258.0

-259.0

-260.0

DGR3-434.25-GM-SW

DGR3-435.62-PW-UB

DGR3-435.84-DF-UNB

DGR3-438.32-AR

DGR3-438.92-NG-UB

DGR3-440.41-GM-PL

DGR3-441.72-AR

DGR3-444.81-NG-UO

DGR3-445.08-PW-UO

DGR3-445.39-AR

438.80

447.50

Page 31

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

448

449

450

451

452

453

454

455

456

457

458

459

460

461

462

448.28

451.33

CR

-14

8

454.38

CR

-14

9

457.43

CR

-15

0

460.48

CR

-15

1C

R-1

52

Argillaceous Dolostone - Mottled fine to medium grained grey/green argillaceous dolostone, trace interbeds of grey dolostone and green shale - Some chert nodules - Massive - Slightly fossiliferous (brachiopods) - Increase in shale content with depth

Interbedded Shale and Dolostone - Mottled light grey to greenish/grey fine to medium-grained argillaceous dolostone with some interbeds/ laminae of green shale (decrease in abundance with depth) and grey dolostone - Slightly fossiliferous - Trace light grey/tan thin chert beds - Blocky

Cherty Dolostone - Grey/blue grading downwards to grey/tan, medium to coarse-grained grading downwards to fine to medium-grained, fossiliferous, stylolites, abundant irregular black laminae, trace cm-thick grey/green shale laminae, 454.3-457.0 - Blocky

Shale - Green/grey, massive bedded, calcareous, halite infilled sub-vertical fracture at 457.0 - Solid - Medium soft

Shale - Interbedded red/maroon and grey/green calcareous shale - Halite infilled sub-vertical fracture at 458.6 - Medium soft - Solid

Shale - Interbedded red/maroon and grey/green calcareous shale - One cm-thick grey fine-grained dolostone bed at 462.4 - Medium soft - Solid

- Grey,very fine to medium-grained, fossiliferous, mottled argillaceous to non-argillaceous dolostone with grey/green shale interbeds and chert layers/nodules - Mottled grey/greenish/grey argillaceous dolostone

Queenston Formation

- Red to maroon, massive bedded, calcareous to non-calcareous shale with subordinate interbeds of green shale, and grey/brown carbonates, and siltstone

-261.0

-262.0

-263.0

-264.0

-265.0

-266.0

-267.0

-268.0

-269.0

-270.0

-271.0

-272.0

-273.0

-274.0

-275.0

DGR3-448.12-GM-PS

DGR3-448.96-GM-PL

DGR3-449.45-NG-UB

DGR3-450.69-AR

DGR3-450.96-GM-PS

DGR3-452.76-PT

DGR3-453.41-PW-UB

DGR3-453.95-PW-UO

DGR3-454.24-MN-SGS

DGR3-455.71-AR

DGR3-457.06-MN-SGS

DGR3-458.61-MN-SGS

DGR3-459.41-GM-SL

DGR3-459.64-AR

DGR3-459.81-GM-PL

DGR3-459.88-GM-PL

DGR3-461.76-GM-PS

DGR3-462.01-PW-UO

451.08

454.38

457.00

Page 32

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

463

464

465

466

467

468

469

470

471

472

473

474

475

476

477

463.53

466.58

CR

-15

3

469.63

CR

-15

4

472.68

CR

-15

5

475.73

CR

-15

6C

R-1

5

Shale - Massive bedded red/maroon calcareous shale with some interbeds of grey/green massive bedded shale and trace interbeds of grey, medium-grained dolostone - Medium soft - Solid

Shale - Massive bedded red/maroon calcareous shale with some interbeds of grey/green massive bedded calcareous shale - Medium soft - Solid

Shale - Red/maroon massive bedded shale with some diffuse grey/green shale interbeds - Trace slickensided fracture surfaces - Medium soft - Solid

Shale - Red/maroon massive bedded shale with some diffuse grey/green, relatively harder dolomitic shale interbeds - cm-thick halite infilled fractures at 473.8 and 474.9 - Blocky - Medium soft

Shale - Red/maroon massive bedded shale with some diffuse grey/green shale interbeds and mottles - Solid - Medium soft

-276.0

-277.0

-278.0

-279.0

-280.0

-281.0

-282.0

-283.0

-284.0

-285.0

-286.0

-287.0

-288.0

-289.0

DGR3-462.70-MN-SGS

DGR3-463.08-NG-UO

DGR3-463.69-AR

DGR3-467.53-GM-CAN

DGR3-468.02-DF-UNB

DGR3-468.58-AR

DGR3-468.76-PW-UB

DGR3-469.50-GM-PL

DGR3-471.73-GM-CAN

DGR3-472.56-DF-UNB

DGR3-475.04-AR

Page 33

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

478

479

480

481

482

483

484

485

486

487

488

489

490

491

492

478.78

57

481.83

CR

-15

8

484.88

CR

-15

9

487.93

CR

-16

0

490.98

CR

-16

1

Shale - Red/maroon bedded massive shale with trace diffuse grey/green shale interbeds and mottles - Trace cm's-thick grey/brown fine-grained siltstone/dolostone beds - Trace zones containing pink/orange anhydrite nodules - Horizontal halite infilled fracture at 480.6 - Medum soft - Massive

Shale - Red/maroon massive bedded shale with diffuse grey/green shale interbeds and mottles - Trace cm's-thick grey, very fine-grained siltstone/dolostone beds - Trace zones containing orange/pink anhydrite nodules - Horizontal fracture at 483.3 (halite infilling) - Medium soft - Solid

Shale - Red/maroon massive bedded shale with diffuse grey/green shale interbeds and mottles - Trace zones containing orange/pink anhydrite nodules - Medium soft - Massive

Shale - Red/maroon massive bedded shale with diffuse grey/green shale interbeds and mottles - Trace zones containing orange/pink anhydrite nodules - Medium soft - Massive

Shale - Red/maroon massive bedded shale with diffuse grey/green shale interbeds and mottles - Trace zones containing orange/pink anhydrite nodules - Infilled mud-cracks (desiccation) cracks around 493.8 - Medium soft

Bl k t i

-290.0

-291.0

-292.0

-293.0

-294.0

-295.0

-296.0

-297.0

-298.0

-299.0

-300.0

-301.0

-302.0

-303.0

-304.0

DGR3-477.90-PT

DGR3-478.13-PW-UO

DGR3-479.69-GM-PL

DGR3-479.90-AR

DGR3-484.15-NG-UO

DGR3-484.58-PW-UB

DGR3-485.82-GM-PS

DGR3-486.06-GM-CAN

DGR3-486.84-AR

DGR3-487.11-GM-CAN

DGR3-488.02-GM-SL

DGR3-490.27-GM-PL

DGR3-490.45-AR

DGR3-490.68-GM-CAN

DGR3-491.88-GM-SW

Page 34

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

492

493

494

495

496

497

498

499

500

501

502

503

504

505

506

494.03

CR

-16

2

497.08

CR

-16

3

500.13

CR

-16

4

503.18

CR

-16

5

506.23

CR

-16

6

- Blocky to massive

Shale - Diffusely interbedded massive red/maroon and green shale - Zone at 494.1 containing orange/pink anhydrite nodules - Massive - Medium soft

Interbedded Shale and Limestone - Gradual transition at 494.8 to green shale with interbeds cm to 13 cm-thick of grey to dark grey, fossiliferous (brachiopods), very hard, carbonate - Infilled mud-cracks at 495.5 (desiccation cracks) - Halite infilled fractures at 494.8 and 495.0 - Core starting to 'disk' into 5-10 cm-thick pieces - Massive - Medium soft (shale) to very hard (carbonate beds)

Interbedded Shale and Limestone - Green shale with cm to 10 cm-thick interbeds of grey to dark grey, fossiliferous (brachiopods), very hard carbonate - Transition back to interbedded red/maroon and green shale with no carbonate interbeds at 498.2 - Medium soft (shale) - Solid

Interbedded Shale and Limestone - Diffusely interbedded massive maroon and green shale - Transition at 500.6 to green shale interbedded with grey/dark grey fossiliferous (brachiopods), very hard carbonate - Transition at 502.5 back to diffusely interbedded massive maroon and green shale - Core making popping noises during logging, indicative of disking - Medium soft (shale) - Solid

Interbedded Shale and Limestone - Interbedded grey/blue dolostone and grey/green shale (dominantly carbonate beds) - Dolostone is medium-grained, hard, and up to 18 cm-thick - Shale is massive bedded, medium soft - Both shale and dolostone are fossiliferous (bivalves) - Some core disking into 5-10 cm-thick pieces - Massive

Interbedded Shale and Limestone - Interbedded grey/blue dolostone and grey/green shale (dominantly carbonate beds)

-305.0

-306.0

-307.0

-308.0

-309.0

-310.0

-311.0

-312.0

-313.0

-314.0

-315.0

-316.0

-317.0

-318.0

-319.0

DGR3-492.61-GM-CAN

DGR3-496.04-AR

DGR3-496.54-PT

DGR3-496.75-PW-UO

DGR3-496.93-MN-SGS

DGR3-499.52-GM-PL

DGR3-499.98-AR

DGR3-500.31-NG-UO

DGR3-502.55-PW-UB

DGR3-504.30-DF-UNB

DGR3-505.23-AR

DGR3-505.72-GM-CAN

DGR3-506.64-DF-UNB

494.93

Page 35

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

507

508

509

510

511

512

513

514

515

516

517

518

519

520

521

509.28

CR

-16

7

512.33

CR

-16

8

515.38

CR

-16

9

518.43

CR

-17

0

521.48

CR

-17

1

) - Dolostone is medium-grained to very fine-grained, hard, and up to 20 cm-thick - Shale is massive bedded, medium soft - Both shale and dolostone are fossiliferous (bivalves) - Some core disking into 5-10 cm-thick pieces, popping noises heard during logging - Massive

Interbedded Shale and Limestone - Interbedded grey/blue dolostone and grey/green shale (dominantly carbonate beds) - Dolostone is medium-grained to very fine-grained, hard, and up to 20 cm-thick - Shale is massive bedded, medium soft - Both shale and dolostone are slightly fossiliferous - Some core disking into 5-10 cm-thick pieces; popping noises heard during logging - Horizontal calcite infilled fracture at 511.5 - Massive to blocky

Interbedded Shale and Limestone - Green shale interbedded with medium-grained to very fine-grained, hard carbonate interbeds - Slightly fossiliferous - Popping noises heard during core logging - Medium soft (shale) - Solid

Interbedded Shale and Limestone - Green shale with carbonate clasts interbedded with medium-grained to very fine-grained, hard carbonate interbeds - Slightly fossiliferous - Popping noises heard during core logging - Medium soft (shale) - Solid

Interbedded Shale and Limestone - Green shale with carbonate clasts interbedded with medium-grained to very fine-grained, hard carbonate interbeds (70-80% carbonate beds) - Slightly fossiliferous - Transition at 520.6 to interbedded massive bedded red and green shale with no carbonate interbeds (same as upper Queenston Formation) - Halite infilled horizontal fracture at 520.3 - Medium soft (shale) - Solid

-320.0

-321.0

-322.0

-323.0

-324.0

-325.0

-326.0

-327.0

-328.0

-329.0

-330.0

-331.0

-332.0

-333.0

-334.0

DGR3-508.21-GM-PL

DGR3-510.93-AR

DGR3-513.72-PT

DGR3-514.59-GM-CAN

DGR3-516.06-AR

DGR3-517.30-PW-UO

DGR3-517.97-GM-CAN

DGR3-518.25-MN-SGS

DGR3-519.65-AR

DGR3-520.39-GM-PL

DGR3-521.05-MSC

520.53

Page 36

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

522

523

524

525

526

527

528

529

530

531

532

533

534

535

536

524.53

CR

-17

2

527.58

CR

-17

3

530.63

CR

-17

4

533.68

CR

-17

5C

R-1

76

Shale - Red/maroon massive bedded shale with diffuse grey/green shale interbeds and mottles - Trace zones containing orange/pink anhydrite nodules, including globular 7 cm-thick bed at 523.5 - Medium soft - Massive

Shale - Red/maroon massive bedded shale with diffuse grey/green shale interbeds and mottles - Trace zones containing orange/pink anhydrite nodules, including globular 5 cm-thick bed at 524.6 - Medium soft - Massive

Shale - Red/maroon massive bedded shale with diffuse grey/green shale interbeds and mottles - Trace grey cm-thick limestone beds, trace thin shale laminae, below 529.0 - Core brittle - Medium soft - Massive

Shale - Red/maroon massive bedded shale with diffuse grey/green shale interbeds and mottles, 530.6-531.2 - Medium soft

Interbedded Shale and Limestone/Siltstone - Green shale interbedded with fossiliferous cm to 10 cm-thick limestone beds - Solid - Medium soft (shale) and hard (siltstone)

Interbedded Shale and Limestone/Siltstone - Blue/grey shale interbedded with light grey, 5-10 cm-thick fossiliferous (crinoids, brachiopods, shell fragments, trace fossils) - Solid - Medium soft (shale) and hard (siltstone)

Georgian Bay Formation

- Dark greenish/grey shale, interbedded (decreasing abundance with depth) with grey fossiliferous limestone and siltstone

-335.0

-336.0

-337.0

-338.0

-339.0

-340.0

-341.0

-342.0

-343.0

-344.0

-345.0

-346.0

-347.0

-348.0

DGR3-521.53-NG-UO

DGR3-521.92-HAT

DGR3-523.30-AR

DGR3-525.86-DF-UNB

DGR3-527.11-NG-UB

DGR3-528.19-AR

DGR3-528.51-GM-PL

DGR3-529.85-GM-PL

DGR3-531.65-PW-UB

DGR3-532.44-AR

DGR3-534.15-GM-SL

DGR3-534.94-AR

DGR3-535.16-GM-PS

531.40

Page 37

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

537

538

539

540

541

542

543

544

545

546

547

548

549

550

536.73

539.78C

R-1

77

542.83

CR

-17

8

545.88

CR

-17

9

548.93

CR

-18

0C

R-1

81

Interbedded Shale and Limestone/Siltstone - Green/grey shale interbedded with light grey, 5-10 cm-thick fossiliferous (crinoids, brachiopods, shell fragments, trace fossils), limestone beds and calcareous siltstone beds - Medium soft (shale) and hard (limestone/siltstone) - Core breaks easily along bedding planes - Massive

Interbedded Shale and Limestone/Siltstone - Green/grey shale interbedded with light grey, 5-10 cm-thick fossiliferous (crinoids, brachiopods, shell fragments, trace fossils), limestone beds (increasing in abundance with depth) and calcareous siltstone beds - Medium soft (shale) and hard (limestone/siltstone) - Core breaks easily along bedding planes - Massive to blocky

Interbedded Shale and Limestone/Siltstone - Green/grey shale interbedded with light grey, 1-5 cm-thick fossiliferous limestone beds and grey siltstone beds - Few pink anhydrite nodules - Partially healed (halite) 1 mm-thick vertical fracture at 542.1 - Medium soft (shale) and hard (limestone/siltstone) - Solid

Interbedded Shale and Limestone/Siltstone - Green/grey shale interbedded with light grey, 1-5 cm-thick fossiliferous limestone beds and grey siltstone beds - Sub-vertical 1 mm-thick halite (?) infilled fracture at 546.1 - Medium soft (shale) and hard (limestone/siltstone) - Solid

Interbedded Shale and Limestone/Siltstone - Green/grey shale with 1-10 cm-thick interbeds of light grey locally fossiliferous limestone and grey siltstone - Core spontaneously fractured along bedding planes during logging (disking) into 5-10 cm-thick pieces - Medium soft (shale) and hard (limestone/siltstone) - Massive

-349.0

-350.0

-351.0

-352.0

-353.0

-354.0

-355.0

-356.0

-357.0

-358.0

-359.0

-360.0

-361.0

-362.0

-363.0

DGR3-538.68-MN-SGS

DGR3-539.21-GM-CAN

DGR3-539.46-PW-UO

DGR3-540.99-AR

DGR3-541.53-GM-PL

DGR3-541.61-NG-UO

DGR3-544.60-AR

DGR3-546.06-PW-UB

DGR3-546.92-GM-CAN

DGR3-547.79-PT

DGR3-549.83-GM-PL

DGR3-550.49-AR

Page 38

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

551

552

553

554

555

556

557

558

559

560

561

562

563

564

565

551.98

555.03

CR

-18

2

558.08

CR

-18

3

561.13

CR

-18

4

564.18

CR

-18

5C

R

Interbedded Shale and Limestone/Siltstone - Green/grey shale with 1-15 cm-thick interbeds of light grey fossiliferous limestone and grey siltstone - Pyrite and halite mineralization on fracture surfaces - Massive - Medium soft (shale) and hard (limestone/siltstone)

Interbedded Shale and Limestone/Siltstone - Green/grey shale with 1-10 cm-thick interbeds of light grey slightly fossiliferous (brachiopods) limestone and grey siltstone - Core spontaneously fractured along bedding planes during logging; popping noises heard during logging (disking) (into 5-10 cm-thick pieces) - Medium soft (shale) and hard (limestone/siltstone) - Massive

Interbedded Shale and Limestone/Siltstone - Green/grey shale with 1-10 cm-thick interbeds of light grey slightly fossiliferous limestone and grey siltstone - Halite mineralization along fracture surface at 561.1 - Massive - Medium soft (shale) and hard (limestone/siltstone)

Shale - Green/blue shale with trace interbeds of light grey, slightly fossiliferous (brachiopods), cm's-thick limestone and some interbeds of cm's-thick grey siltstone - Pyrite mineralization on core surface - Core breaks easily when handled (disking) into 5-10 cm-thick pieces - Massive

Shale - Green/blue soft shale with trace interbeds of light grey, slightly fossiliferous (brachiopods), cm's-thick limestone and some interbeds of cm's-thick grey siltstone - Core breaks easily when handled (disking)into 5-10cm-thick pieces - Massive - Medium soft (shale) and hard (limestone/siltstone)

-364.0

-365.0

-366.0

-367.0

-368.0

-369.0

-370.0

-371.0

-372.0

-373.0

-374.0

-375.0

-376.0

-377.0

-378.0

DGR3-551.00-GM-PL

DGR3-552.59-AR

DGR3-553.31-GM-CAN

DGR3-554.00-GM-PL

DGR3-557.05-GM-PL

DGR3-557.45-AR

DGR3-558.24-MN-SGS

DGR3-559.95-PW-UO

DGR3-562.36-NG-UO

DGR3-562.60-GM-CAN

DGR3-563.49-DF-UNB

DGR3-564.64-GM-CAN

DGR3-565.40-MSC

561.13

Page 39

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

566

567

568

569

570

571

572

573

574

575

576

577

578

579

580

567.23

R-1

86

570.28

CR

-18

7

573.33

CR

-18

8

576.38

CR

-18

9

579.43

CR

-19

0

Shale - Green/blue soft shale with trace interbeds of light grey, slightly fossiliferous (brachiopods), cm's-thick limestone and some interbeds of cm's-thick grey siltstone - Core breaks easily when handled (disking) into 5-10 cm-thick pieces - Massive - Medium soft (shale) and hard (limestone/siltstone)

Shale - Green/blue soft shale with trace interbeds of light grey, fossiliferous (brachiopods), cm's-thick limestone and some interbeds of cm's-thick grey siltstone - Pyrite mineralization on core surface at 571.4 - Pink anhydrite nodules at 573.1 - Core breaks easily when handled and "disks" into 5-10 cm-thick pieces - Massive - Medium soft (shale) and hard (limestone/siltstone)

Shale - Green/blue soft shale with some interbeds 3-10 cm-thick of light grey, fossiliferous (brachiopods, crinoids) limestone and grey siltstone - Pyrite mineralization on core surface in few places and a few fossils are pink coloured - Massive - Medium soft (shale) and hard (limestone/siltstone)

Shale - Green/blue shale with some interbeds 2-5 cm-thick of light grey, fossiliferous (crinoids, brachiopods, shell fragments) limestone, and grey siltstone - Core very brittle, breaks easily - Medium soft (shale) and hard (limestone/siltstone) - Blocky

Shale - Green/blue shale with some cm-thick interbeds of light grey, fossiliferous (crinoids, brachiopods, shell fragments) limestone and grey siltstone - Trace pyrite in limestone beds

-379.0

-380.0

-381.0

-382.0

-383.0

-384.0

-385.0

-386.0

-387.0

-388.0

-389.0

-390.0

-391.0

-392.0

DGR3-565.92-PT

DGR3-568.16-GM-PL

DGR3-568.26-GM-PL

DGR3-569.37-AR

DGR3-571.20-AR

DGR3-571.43-DF-UNB

DGR3-574.93-NG-UB

DGR3-575.92-GM-CAN

DGR3-576.79-GM-PL

DGR3-578.51-GM-SW

DGR3-578.85-AR

DGR3-578.89-AR

Page 40

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

581

582

583

584

585

586

587

588

589

590

591

592

593

594

595

582.48

CR

-19

1

585.53

CR

-19

2

588.58

CR

-19

3

591.63

CR

-19

4

594.68

CR

-19

5

- Core very brittle, breaks easily (disking) into 5-10 cm-thick pieces - Medium soft (shale) and hard (limestone/siltstone)

Shale - Green/blue shale with trace cm-thick interbeds of light grey, fossiliferous limestone - Core is very brittle (disking) into 5-10 cm-thick pieces - Medium soft (shale) and hard (limestone/siltstone) - Massive

Shale - Green/blue shale with blue tinge with some 1-7 cm-thick interbeds of light grey to grey, fossiliferous limestone - Core breaks into disks approximately 5 cm-thick (disking) into 5-10 cm-thick pieces - Medium soft (shale) and hard (limestone) - Blocky

Shale - Greenish/grey with some 1-5 cm-thick interbeds of light grey to grey, fossiliferous limestone - Core breaks into disks approximately 5-10 cm-thick as it dries, popping noises heard during core logging (disking) - Solid - Medium soft (shale) and hard (limestone)

Shale - Greenish/grey with trace interbeds of light grey to grey, fossiliferous limestone - Core breaks into disks approximately 5-10 cm-thick (disking) - Medium soft (shale) and hard (limestone) - Solid

Shale- Greenish/grey with trace interbeds 2-5 cm-thick of light grey to grey

-393.0

-394.0

-395.0

-396.0

-397.0

-398.0

-399.0

-400.0

-401.0

-402.0

-403.0

-404.0

-405.0

-406.0

-407.0

DGR3-580.70-NG-UO

DGR3-581.28-PW-UO

DGR3-581.47-PW-UB

DGR3-584.74-AR

DGR3-585.68-GM-PS

DGR3-585.89-PT

DGR3-585.93-MN-SGS

DGR3-586.85-NG-UB

DGR3-588.11-AR

DGR3-588.97-GM-PL

DGR3-589.21-AR

DGR3-589.63-GM-CAN

DGR3-590.19-GM-PS

DGR3-591.98-AR

DGR3-592.30-AR

DGR3-592.84-GM-SL

DGR3-593.04-GM-CAN

DGR3-593.71-GM-CAN

DGR3-594.20-GM-PS

DGR3 595 00 GM PLPage 41

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

595

596

597

598

599

600

601

602

603

604

605

606

607

608

609

597.73

CR

-19

6

600.78

CR

-19

7

603.83

CR

-19

8

606.88

CR

-19

9C

R-2

00

Greenish/grey with trace interbeds 2 5 cm thick of light grey to grey, fossiliferous limestone near bottom of core - Core breaks into disks approximately 2-10 cm-thick - Medium soft (shale) and hard (limestone) - Massive

Shale - Greenish/grey with trace interbeds 1-10 cm-thick of light grey to grey, fossiliferous limestone - Medium soft (shale) and hard (limestone) - Massive

Shale - Greenish/grey with trace interbeds 1-5 cm-thick of light grey to grey, fossiliferous limestone and siltstone - Medium soft (shale) and hard (limestone) - Massive

Shale - Greenish/grey, massive bedded, with trace interbeds <1-5 cm-thick of grey siltstone - Moderately soft (shale) and hard (siltstone) - Petroliferous odour throughout - Core breaks easily into disks of 5-10 cm-thick - Massive

Shale - Greenish/blue, massive bedded, with trace interbeds of grey siltstone - Grades from medium soft to hard with depth - Petroliferous odour - Partially infilled (unknown pink euhedral mineral) vertical fracture at 607.2 - Infilled (unknown white, soft anhedral mineral, gypsum?) nodule at 608.2 - Blocky

Shale

-408.0

-409.0

-410.0

-411.0

-412.0

-413.0

-414.0

-415.0

-416.0

-417.0

-418.0

-419.0

-420.0

-421.0

-422.0

DGR3-595.00-GM-PL

DGR3-595.34-GM-CAN

DGR3-596.62-GM-PS

DGR3-598.97-GM-PL

DGR3-599.60-AR

DGR3-599.79-GM-PS

DGR3-599.95-GM-PS

DGR3-601.06-AR

DGR3-601.78-GM-PS

DGR3-602.80-NG-UO

DGR3-603.90-MN-SGS

DGR3-604.99-PW-UO

DGR3-605.23-PT

DGR3-607.76-MN-SGS

DGR3-608.42-DF-UNB

DGR3-608.97-AR

DGR3-609.67-GM-PLPage 42

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

610

611

612

613

614

615

616

617

618

619

620

621

622

623

624

609.93

612.98

CR

-20

1

615.74

CR

-20

2

618.85

CR

-20

3

619.08

CR

-20

4

622.13

CR

-20

5C

R-2

06

Shale - Green/blue/grey shale with interbeds 1-12 cm-thick of grey, with dark grey laminae in places, siltstone - Trace fossiliferous limestone interbeds - Petrolifereous odour - Blocky - Medium soft to hard

Shale - Blue/grey, massive, trace 1-3 cm-thick siltstone interbeds - Medium soft - Petroliferous odour - Partially infilled (soft white mineral) sub-vertical fracture at 614.0 - Solid

Shale - Grey shale with blue tinge with trace 1-5 cm-thick grey siltstone interbeds and trace dark grey fossiliferous limestone interbeds, petroliferous odour - Core is medium soft and prone to disking into 5-10 cm-thick pieces, especially in shale beds - Massive

Shale - Grey shale with blue tinge with trace 1-5 cm-thick grey siltstone and trace dark grey fossiliferous limestone interbeds, petroliferous odour - Medium soft and prone to disking into 5-10 cm-thick pieces, especially in shale beds

Shale - Greenish/grey shale with trace grey fossiliferous limestone and grey siltstone interbeds - Medium soft

Shale - Greenish/grey soft shale with some 1-5 cm-thick dark grey fossiliferous (crinoids) limestone and grey siltstone interbeds - Halite mineralization on core at 619.7 - Popping noises heard during logging and core breaks spontaneously (disking) into 2-10 cm-thick pieces - Massive

Shale - Greenish/grey soft shale with some 1-5 cm-thick dark grey fossiliferous (crinoids) limestone and grey siltstone interbeds - Blocky

Blue Mountain Formation

- Green/blue to blue/grey to grey with depth, fossiliferous shale with petroliferous and sulphurous odour interbedded with siltstone and fossiliferous limestone in upper part of formation

-423.0

-424.0

-425.0

-426.0

-427.0

-428.0

-429.0

-430.0

-431.0

-432.0

-433.0

-434.0

-435.0

-436.0

-437.0

DGR3 609.67 GM PL

DGR3-610.41-NG-UO

DGR3-612.42-GM-PS

DGR3-613.78-GM-CAN

DGR3-614.21-GM-SL

DGR3-614.66-AR

DGR3-617.00-AR

DGR3-617.48-GM-PL

DGR3-617.96-GM-CAN

DGR3-619.74-AR

DGR3-620.41-GM-CAN

DGR3-621.47-NG-UO

DGR3-621.63-PW-UB

DGR3-623.14-HAT

DGR3-623.46-AR

620.10

Page 43

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

625

626

627

628

629

630

631

632

633

634

635

636

637

638

639

625.18

628.23

CR

-20

7

631.28

CR

-20

8

634.33

CR

-20

9

637.38

CR

-21

0C

R-2

11

Shale - Grey soft shale - Core breaks into disks of 2-10 cm-thcik pieces, 625.1-628.0 - Trace 1-3 cm-thick grey siltstone and fossiliferous interbeds, slight petroliferous/sulphurous odour - Massive

Shale - Grey soft, massive bedded shale, with some 1-3 cm-thick grey siltstone and fossiliferous (crinoids) interbeds - Slight petroliferous/sulphurous odour - Core breaks due to disking into 2-10 cm -thick pieces - Massive

Shale - Green/blue soft, massive bedded shale, with trace cm-thick grey siltstone and fossiliferous (brachiopods) limestone interbeds - Massive

Shale - Green/blue soft, massive bedded shale, slightly fossiliferous (brachiopods, crinoids), with some sub cm-thick grey siltstone interbeds - Slight petroliferous odour - Blocky

Shale - Green/blue soft shale, with trace grey siltstone interbeds - Petroliferous odour - Abundant sub-vertical calcite infilled hairline fractures - 0.5 cm-thick pyrite lens/bed at 639.5 - Blocky

-438.0

-439.0

-440.0

-441.0

-442.0

-443.0

-444.0

-445.0

-446.0

-447.0

-448.0

-449.0

-450.0

-451.0

DGR3-625.60-AR

DGR3-626.20-GM-PL

DGR3-627.85-NG-UB

DGR3-628.54-MN-SGS

DGR3-629.11-PT

DGR3-629.38-PW-UO

DGR3-630.17-NG-UO

DGR3-630.62-DF-UNB

DGR3-631.63-AR

DGR3-632.12-GM-CAN

DGR3-639.10-GM-SLPage 44

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

640

641

642

643

644

645

646

647

648

649

650

651

652

653

640.43

643.48

CR

-21

2

646.53

CR

-21

3

649.58

CR

-21

4

652.63

CR

-21

5

Shale - Green/blue soft, fossiliferous (brachiopods, crinoids) shale, with some light grey laminated siltstone interbeds - Core breaks easily (disking) - Faint sulphurous odour - Pyrite-replaced fossils - Massive

Shale - Interbedded green/blue and grey/blue soft shale - Fossiliferous (crinoids, brachiopods) - Sulphurous and petroliferous odour - Trace pyrite mineralization on fracture surface, calcite infilled fracture surface at 645.5 - Massive

Shale - Blue/grey to dark green/blue - Moderately soft - Petroliferous odour - Moderately to abundantly fossiliferous, some replaced by pyrite (crinoids, brachiopods) - Calcite infilled fracture at 646.6 - Massive

Shale - Dark green-gray - Soft - Petroliferous odour - Moderately to abundantly fossiliferous and commonly replaced by pyrite (crinoids, brachiopods) - Massive

Shale - Dark grey - Medium soft - Slight petroliferous odour - Core breaks into disks 2-10 cm-thick (disking) - Massive

-452.0

-453.0

-454.0

-455.0

-456.0

-457.0

-458.0

-459.0

-460.0

-461.0

-462.0

-463.0

-464.0

-465.0

-466.0

DGR3 639.10 GM SL

DGR3-640.20-HAT

DGR3-640.23-GM-PL

DGR3-640.89-AR

DGR3-641.00-PW-UO

DGR3-641.23-DF-UNB

DGR3-642.36-GM-SW

DGR3-642.89-NG-UO

DGR3-643.39-MSC

DGR3-643.48-NG-UB

DGR3-644.19-GM-CAN

DGR3-645.27-AR

DGR3-645.95-AR

DGR3-646.29-PW-UB

DGR3-647.39-GM-CAN

DGR3-648.78-GM-CAN

DGR3-649.09-AR

DGR3-649.30-GM-PL

DGR3-649.74-AR

DGR3-651.08-NG-UO

DGR3-651.99-PW-UO

DGR3-652.21-MSC

DGR3-652.63-AR

Page 45

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

654

655

656

657

658

659

660

661

662

663

664

665

666

667

668

655.68

CR

-21

6

658.73

CR

-21

7

661.78

CR

-21

8

664.83

CR

-21

9

667.88

CR

-22

0

Shale - Dark grey - Medium soft - Slight petroliferous odour - Core breaks into disks 2-10 cm-thick (disking) - Solid

Shale - Grey to dark grey - Medim soft - Slight petroliferous odour - Core breaks into disks 2-10 cm-thick (disking), 658.7-660.1 - Solid

Shale - Dark grey - Medium soft - Disking into 2-10 cm-thick pieces - Massive

Shale - Grey to dark grey, massive bedded, petroliferous odour, trace siltstone laminae, core breaks into disks 2-10 cm-thick (disking) - Massive to blocky - Medium soft

Interbedded Shale and Argillaceous Limestone - Gradational contact; medium grey, mottled appearance, fine to medium-grained, moderately fossiliferous, hard, argillaceous 664.3-664.8

Interbedded Shale and Argillaceous Limestone - Dark grey to black organic-righ medium soft calcareous shale - Light to medium brownish grey, fine to medium-grained, fossiliferous, hard to very hard, locally argillaceous limestone - Solid

Interbedded Shale and Argillaceous Limestone - Dark grey to black calcareous shale interbedded with grey, very fine-grained with few coarse-grained beds, very hard, petroliferous odour, bioturbated in places, argillaceous limestone

Blue Mountain Formation - Lower Member

- Grey to dark grey shale with petroliferous odour and trace siltstone laminae

Cobourg Formation - Collingwood Member

- Dark grey to black calcareous shale interbedded with grey, fine to medium-grained, fossiliferous, argillaceous and locally petroliferous limestone

-467.0

-468.0

-469.0

-470.0

-471.0

-472.0

-473.0

-474.0

-475.0

-476.0

-477.0

-478.0

-479.0

-480.0

-481.0

DGR3-656.77-GM-PL

DGR3-656.92-MN-SGS

DGR3-657.90-AR

DGR3-659.24-GM-PL

DGR3-661.03-PT

DGR3-661.39-GM-PL

DGR3-662.03-PW-UB

DGR3-662.21-PW-UO

DGR3-662.57-GM-CAN

DGR3-662.81-MN-SGS

DGR3-663.11-GM-SL

DGR3-663.31-GM-CAN

DGR3-665.04-DF-UNB

DGR3-665.29-PW-UB

DGR3-665.45-GM-AB

DGR3-665.68-GM-CAN

DGR3-665.86-MN-SGS

DGR3-666.35-PW-UO

DGR3-666.53-HAT

DGR3-666.75-GM-CAN

DGR3-666.96-GM-CAN

DGR3-667.24-GM-CAN

DGR3-667.47-PW-UO

DGR3-667.98-GM-CAN

DGR3-668.25-GM-CAN

DGR3-668.52-MSC

660.15

664.30

Page 46

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

669

670

671

672

673

674

675

676

677

678

679

680

681

682

683

670.93

CR

-22

1

673.23

CR

-22

2

673.98

CR

-22

3

677.03

CR

-22

4

680.08

CR

-22

5

683.13

CR

-22

6

p g - Fossiliferous (brachiopods, crinoids, shell fragments) - Nodule of soft white mineral (gypsum?) - Massive

Argillaceous Limestone - Grey, very fine-grained (trace coarse-grained beds) argillaceous limestone, very hard, fossiliferous (brachiopods, crinoids, shell fragments) - Moderately petroliferous zone from 670.9-671.1 (oil oozing out from vertical fracture) - Trace shale beds in upper part - Massive

Argillaceous Limestone - Grey - Very fine-grained, very hard - Fossiliferous - Slightly petroliferous zone at 673.63 - Argillaceous - Semi-nodular to nodular texture - Massive

Argillaceous Limestone - Mottled light grey - Very fine-grained - Very hard - Slightly fossiliferous - Slickensided fracture surface at 676.5 - Argillaceous - Semi-nodular to nodular texture - Massive

Argillaceous Limestone - Mottled light grey - Very fine-grained - Very hard - Moderately fossiliferous - Slight petroliferous odour - Argillaceous - Semi-nodular to nodular texture - Solid

Argillaceous Limestone - Mottled light grey - Medium-grained to very fine-grained - Fossiliferous zones - Slight petroliferous odour - Argillaceous - Semi-nodular to nodular texture - Massive

Argillaceous Limestone

Cobourg Formation - Lower Member

- Mottled light to dark grey, vey fine to coarse-grained, very hard, fossiliferous, argillaceous limestone

-482.0

-483.0

-484.0

-485.0

-486.0

-487.0

-488.0

-489.0

-490.0

-491.0

-492.0

-493.0

-494.0

-495.0

DGR3-668.73-GM-AB

DGR3-668.95-PW-UB

DGR3-669.98-GM-CAN

DGR3-670.01-GM-CAN

DGR3-671.10-AR

DGR3-671.33-GM-AB

DGR3-671.51-GM-CAN

DGR3-671.69-GM-PL

DGR3-671.82-PW-UO

DGR3-672.03-GM-CAN

DGR3-672.42-DF-UNB

DGR3-672.82-MN-SGS

DGR3-673.00-PW-UB

DGR3-673.14-PT

DGR3-673.62-GM-CAN

DGR3-673.81-GM-AB

DGR3-674.11-GM-CAN

DGR3-674.34-GM-CAN

DGR3-674.87-MN-SGS

DGR3-675.06-GM-CAN

DGR3-675.22-GM-AB

DGR3-675.46-DF-UNB

DGR3-675.69-PW-UO

DGR3-675.84-GM-SL

DGR3-675.86-NG-UO

DGR3-676.21-PW-UB

DGR3-676.42-GM-CAN

DGR3-676.67-GM-CAN

DGR3-677.14-GM-CAN

DGR3-677.34-GM-CAN

DGR3-677.50-GM-PL

DGR3-677.64-GM-PL

DGR3-677.82-GM-CAN

DGR3-678.03-GM-CAN

DGR3-678.22-GM-AB

DGR3-678.35-AR

DGR3-678.70-GM-CAN

DGR3-678.92-PW-UB

DGR3-679.12-AR

DGR3-679.52-GM-CAN

DGR3-679.80-NG-UB

DGR3-680.21-GM-CAN

DGR3-680.46-PW-UO

DGR3-680.62-GM-PL

DGR3-680.89-GM-CAN

DGR3-681.10-GM-CAN

DGR3-681.30-GM-CAN

DGR3-681.56-MN-SGS

DGR3-681.76-GM-CAN

DGR3-681.99-DF-UNB

DGR3-682.14-GM-AB

DGR3-682.42-GM-CAN

DGR3-682.64-PT

DGR3-682.84-AR

DGR3 683 29 GM CAN

670.93

673.00

Page 47

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

684

685

686

687

688

689

690

691

692

693

694

695

696

697

698

686.18

CR

-22

7

689.23

CR

-22

8

692.28

CR

-22

9

695.33

CR

-23

0C

R-2

31

Argillaceous Limestone - Mottled light grey - Medium-grained to very fine-grained - Fossiliferous zones - Slight petroliferous odour - Argillaceous - Semi-nodular to nodular texture - Solid

Argillaceous Limestone - Mottled light grey - Very fine-grained - Very hard - Fossiliferous zones - Slight petroliferous odour - Argillaceous - Semi-nodular to nodular texture - Massive

Argillaceous Limestone - Fine-grained to very fine-grained - Dark grey irregular laminae - Very hard - Mottled light grey - Argillaceous - Semi-nodular to nodular texture - Massive

Argillaceous Limestone - Mottled light grey/blue to brownish/grey - Very fine-grained, trace coarse-grained beds - Abundant green-brown irregular laminae - Fossiliferous (crinoids) - Very hard - Argillaceous - Semi-nodular to nodular texture - Massive

Argillaceous Limestone - Mottled grey to light grey - Medium to coarse-grained - Abundant (more than CR 230) grey to olive-brown shale irregular laminae - Very hard - Fossiliferous (crinoids, brachiopods, shell fragments) - Argillaceous - Semi-nodular to nodular texture - Solid

-496.0

-497.0

-498.0

-499.0

-500.0

-501.0

-502.0

-503.0

-504.0

-505.0

-506.0

-507.0

-508.0

-509.0

-510.0

DGR3-683.29-GM-CAN

DGR3-683.48-GM-CAN

DGR3-683.67-GM-CAN

DGR3-683.87-GM-CAN

DGR3-684.23-MN-SGS

DGR3-684.36-DF-UNB

DGR3-684.70-AR

DGR3-685.04-PW-UO

DGR3-685.19-GM-AB

DGR3-685.33-NG-UO

DGR3-685.52-PW-UB

DGR3-686.29-GM-CAN

DGR3-686.51-GM-CAN

DGR3-686.68-GM-CAN

DGR3-687.10-PW-UO

DGR3-687.32-PT

DGR3-687.65-GM-PL

DGR3-687.74-MN-SGS

DGR3-687.84-GM-AB

DGR3-688.13-GM-CAN

DGR3-688.43-DF-UNB

DGR3-688.62-GM-CAN

DGR3-688.80-GM-CAN

DGR3-689.02-AR

DGR3-689.35-GM-CAN

DGR3-690.12-PW-UB

DGR3-690.36-GM-CAN

DGR3-690.58-GM-CAN

DGR3-690.80-GM-CAN

DGR3-690.98-GM-AB

DGR3-691.15-DF-UNB

DGR3-691.32-MN-SGS

DGR3-691.70-PW-UO

DGR3-691.90-NG-UO

DGR3-692.58-GM-CAN

DGR3-692.82-PW-UB

DGR3-693.29-GM-PS

DGR3-693.44-GM-AB

DGR3-693.82-AR

DGR3-695.53-GM-AB

DGR3-696.76-GM-CAN

DGR3-697.78-GM-PL

DGR3 697 94 PW UBPage 48

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

698

699

700

701

702

703

704

705

706

707

708

709

710

711

712

698.38

701.43

CR

-23

2

704.48

CR

-23

3

707.53

CR

-23

4

710.58

CR

-23

5C

R-2

36

Argillaceous Limestone - Grey; medium to coarse-grained with dark grey calcareous irregular shale interbeds - Very hard - Argillaceous - Semi-nodular to nodular texture - Massive

Argillaceous Limestone - Light to medium grey limestone with abundant greyish/black shale interbeds - Limestone is medium to coarse-grained, hard and argillaceous - Coarse-grained beds are bioclastic - Solid

Argillaceous Limestone - Light to medium grey limestone with abundant greyish/black shale interbeds - Limestone is medium to coarse-grained, hard and argillaceous - Shale interbeds are 1-2 cm-thick - Petroliferous odour, petroliferous shale interbeds at 705.8 - Massive

Argillaceous Limestone - Grey limestone interbedded with abundant greyish/black shale beds/laminae - Limestone is fine to medium-grained, argillaceous, locally coarse-grained and bioclastic - Shale interbeds are ; 1 mm to 2 cm-thick, core breaks along shale beds/laminae - Massive

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with greyish/black shale beds/laminae - Limestone is fine to medium-grained, argillaceous, locally coarse-grained and bioclastic - Shale interbeds are abundant; 1 mm to 5 cm-thick, core breaks along shale beds/laminae - Massive to blocky

Sherman Fall Formation

Grey, medium to coarse-grained to fine-grained with depth, fossiliferous, argillaceous limestone interbedded with grey/green shale, interbeds increase in abundance with depth

-511.0

-512.0

-513.0

-514.0

-515.0

-516.0

-517.0

-518.0

-519.0

-520.0

-521.0

-522.0

-523.0

-524.0

-525.0

DGR3-697.94-PW-UB

DGR3-698.20-AR

DGR3-698.97-AR

DGR3-699.12-HAT

DGR3-699.62-MN-SGS

DGR3-699.99-GM-CAN

DGR3-700.21-GM-CAN

DGR3-700.42-NG-UO

DGR3-702.54-PW-UO

DGR3-703.84-DF-UNB

DGR3-705.45-AR

DGR3-710.38-PW-UB

DGR3-711.46-NG-UO

700.80

710.58

Page 49

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

713

714

715

716

717

718

719

720

721

722

723

724

725

726

727

713.63

716.68

CR

-23

7

719.73

CR

-23

8

722.33

CR

-23

9

722.78

CR

-24

0

725.83

CR

-24

1C

R-2

4

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with greyish/black shale beds/laminae - Limestone is fine to medium-grained, argillaceous, locally coarse-grained and bioclastic - Shale interbeds are 1 mm to 2 cm-thick - Some beds have mottled appearance - Solid

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with greyish/black shale beds/laminae - Limestone is fine to medium-grained, argillaceous, locally coarse-grained and bioclastic (up to 10 cm-thick beds) - Shale interbeds are 1 mm- to 10 cm-thick - Some beds have mottled appearance - Core commonly breaks into disks along shale beds - Massive

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with abundant shale beds - Limestone is fine to medium-grained, argillaceous, locally coarse-grained and bioclastic (brachiopods) - Shale interbeds increase in abundace with depth and are more abundant than limestone at depth - Core commonly breaks along shale beds - Blocky

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with dark grey/green shale beds - Limestone is fine to medium-grained, locally coarse-grained and bioclastic, argillaceous core has mottled appearance in places

Interbedded Argillaceous Limestone and Shale - Light to medium grey limestone interbedded with dark grey/green shale beds - Limestone is fine to medium-grained, locally coarse-grained and bioclastic - Core has mottled appearance in places - Massive

Interbedded Argillaceous Limestone and Shale - Light to medium grey limestone interbedded with dark grey/green shale beds - Limestone is fine to medium-grained, argillaceous, locally coarse-grained and bioclastic (brachiopods, crescent/oval/circular carbonate grains) with rare mm-wide calcite infilled voids - Shale beds are irregular, compose 20-40% of core - Core has mottled appearance in places - Massive

-526.0

-527.0

-528.0

-529.0

-530.0

-531.0

-532.0

-533.0

-534.0

-535.0

-536.0

-537.0

-538.0

-539.0

-540.0

DGR3-715.85-PT

DGR3-716.36-GM-CAN

DGR3-718.83-AR

DGR3-719.11-GM-PL

DGR3-723.61-NG-UO

DGR3-723.88-PW-UO

DGR3-724.37-AR

DGR3-725.18-DF-UNB

DGR3-725.57-PW-UB

Page 50

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

728

729

730

731

732

733

734

735

736

737

738

739

740

741

742

728.88

42

731.93

CR

-24

3

734.98

CR

-24

4

738.03

CR

-24

5

741.08

CR

-24

6

Interbedded Argillaceous Limestone and Shale - Light to medium grey argillaceous limestone interbedded with dark grey/green shale beds - Massive

Interbedded Argillaceous Limestone and Shale - Limestone is fine to medium-grained, very hard and argillaceous, locally coarse-grained and bioclastic (brachiopods) - Shale beds are dark grey and irregular - Core has mottled appearance in places - Massive

Interbedded Argillaceous Limestone and Shale - Light grey limestone interbedded with dark grey/green shale beds - Limestone is fine to medium-grained and argillaceous, locally coarse-grained and bioclastic (brachiopods, other shell fragements) with sucrosic texture, up to 3 mm-wide calcite crystals in voids near top of core, coarse-grained bioclastic intervals decline in abundance with depth - Shale beds are irregular - Core has mottled appearance in places - Massive

Interbedded Argillaceous Limestone and Shale - Light grey to grey limestone interbedded with dark grey/green shale beds - Limestone is fine to medium-grained, fossiliferous (brachiopods) and argillaceous, locally coarse-grained and bioclastic (brachiopods, other shell fragements) with sucrosic texture - Shale beds are irregular - Massive

Interbedded Argillaceous Limestone and Shale - Light grey to grey limestone interbedded with dark grey/green shale beds - Limestone is fine to medium-grained and argillaceous, locally coarse-grained and bioclastic - Shale beds are irregular - Massive

Interbedded Argillaceous Limestone and Shale - Light grey to grey limestone interbedded with dark grey/green shale beds - Limestone is fine to medium-grained and argillaceous, locally coarse-grained and bioclastic - Shale beds are irregular and are 0.5-3 cm-thick

C h ttl d i l

Kirkfield Formation

- Interbedded grey, fine to medium-grained, argillaceous, fossiliferous limestone interbedded and dark grey/green shale

-541.0

-542.0

-543.0

-544.0

-545.0

-546.0

-547.0

-548.0

-549.0

-550.0

-551.0

-552.0

-553.0

-554.0

DGR3-728.38-AR

DGR3-731.02-GM-CAN

DGR3-731.56-GM-CAN

DGR3-734.75-AR

DGR3-737.00-NG-UO

DGR3-737.74-PW-UO

DGR3-738.09-GM-PL

DGR3-740.76-AR

DGR3-741.40-AR

729.75

Page 51

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

743

744

745

746

747

748

749

750

751

752

753

754

755

756

744.13

CR

-24

7

747.18

CR

-24

8

750.23

CR

-24

9

753.28

CR

-25

0

756.33

CR

-25

1

- Core has mottled appearance in places - Massive

Interbedded Argillaceous Limestone and Shale - Light grey to grey limestone interbedded with dark grey/green shale beds - Limestone is fine to medium-grained and argillaceous, locally coarse-grained and bioclastic - Shale beds are irregular - Core has mottled appearance in places, trace bioclastic beds - Blocky to massive

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with dark grey/green shale beds - Limestone is fine to medium-grained and argillaceous, trace bioclastic beds - Massive

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with dark grey/green shale beds - Limestone is fine to medium-grained, argillaceous, hard, trace bioclastic beds with succrosic texture - Blocky to massive

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with dark grey shale beds - Limestone is fine to medium-grained, very hard, fossilliferous - Shale beds are irregular - Petroliferous odour, moderately petroliferous zone at 755.5 - Blocky to massive

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with dark grey shale beds - Limestone is medium-grained, argillaceous, fossilliferous

-555.0

-556.0

-557.0

-558.0

-559.0

-560.0

-561.0

-562.0

-563.0

-564.0

-565.0

-566.0

-567.0

-568.0

-569.0

DGR3-744.27-PW-UB

DGR3-749.57-GM-PL

DGR3-749.77-AR

DGR3-751.79-MN-SGS

DGR3-751.95-NG-UO

DGR3-752.61-PW-UO

DGR3-755.38-PT

DGR3-756.00-AR

DGR3-756.32-GM-PL

Page 52

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

757

758

759

760

761

762

763

764

765

766

767

768

769

770

771

759.38

CR

-25

2

762.43

CR

-25

3

765.48

CR

-25

4

768.53

CR

-25

5

771.58

CR

-25

6

g , g ,(brachiopods) - Shale beds are irregular to planar, locally contain carbonate clasts, more abundant than previous core runs - Petroliferous odour, hydrocarbons seeping from core in few places, slightly petroliferous zone from 758.1-758.4 and around 759.0 - Massive to blocky

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with dark grey/black shale beds - Limestone is medium-grained, argillaceous, fossilliferous (brachiopods) - Shale beds are irregular; compose 50% of core, dark black platey carboniferous/bituminous (?) mineral up to 0.5 cm long in few places - Petroliferous odour, slightly petroliferous zone at 781.8 and 762.4 - Massive to blocky

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with dark grey/black shale beds - Limestone is medium-grained, argillaceous - Shale beds are irregular to planar - Petroliferous odour - Blocky

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with grey shale beds - Limestone is medium-grained, argillaceous, some beds are fossiliferous - Shale beds are irregular to planar - Petroliferous odour - Partly infilled fracture (calcite) at 766.4 - Massive to blocky

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with dark grey/green shale beds - Limestone is fine to medium-grained, argillaceous, some beds are fossiliferous - Shale beds are irregular to planar - Petroliferous odour - Massive to blocky

-570.0

-571.0

-572.0

-573.0

-574.0

-575.0

-576.0

-577.0

-578.0

-579.0

-580.0

-581.0

-582.0

-583.0

-584.0

DGR3-757.88-AR

DGR3-758.16-DF-UNB

DGR3-758.98-NG-UB

DGR3-761.56-PW-UB

DGR3-765.12-AR

DGR3-765.95-PW-UO

DGR3-766.81-AR

DGR3-767.94-GM-PL

DGR3-768.34-NG-UB

DGR3-771.04-GM-PS

DGR3-771.23-NG-UO

Page 53

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

772

773

774

775

776

777

778

779

780

781

782

783

784

785

786

774.63

CR

-25

7

777.68

CR

-25

8

780.73

CR

-25

9

783.78

CR

-26

0C

R-2

61

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with dark grey shale beds - Limestone is fine to medium-grained, argillaceous, some beds are fossiliferous - Shale beds are irregular to planar - Blocky

Interbedded Argillaceous Limestone and Shale - Grey limestone interbedded with dark grey shale beds - Limestone is fine to medium-grained, hard, argillaceous,some beds are fossiliferous - Shale beds are irregular to planar - Blocky

Limestone - Tan/grey, fine-grained, massive bedded, trace mud-filled burrows; gradual transition to grey, fine-grained limestone interbedded with dark grey, very fine-grained planar to irregular-bedded limestone, slightly petroliferous zone at 777.43- Massive

Limestone - Grey - Fine-grained grading with depth to very fine-grained - Locally fossiliferous (brachiopods) and some fossiliferous grainstone beds - Bituminous argillaceous laminae - Slighly petroliferous zone at 778.3 and 780.7 - Local accumulation of dark brown to black chert nodules - Massive

Marker Bed, - Volcanic ash layer from 781.0-781.2

Limestone - Grey - Very fine-grained - Mottled bituminous argillaceous irregular laminae - Trace stylolites - Fossiliferous - Slightly petroliferouszone at 283.53 - Trace calcite-filled vugs - Grey to tan, soft, fissile siliceous mud bed, - Massive

Limestone - Grey - Fine-grained - Mottled, Bituminous, argillaceous, , irregular laminae - Trace stylolites - Petroliferous zones at 784.13 - Trace mud/chert nodules and carbonate bioclasts - Brecciated texture between 785.2-785.3 - Blocky

Coboconk Formation

- Tan to grey, dominantly fine-grained with subordinate medium and coarse-grained beds, locally petroliferous limestone with bituminous shale

-585.0

-586.0

-587.0

-588.0

-589.0

-590.0

-591.0

-592.0

-593.0

-594.0

-595.0

-596.0

-597.0

-598.0

DGR3-771.83-AR

DGR3-774.34-NG-UB

DGR3-776.57-DF-UNB

DGR3-776.82-PT

DGR3-777.13-GM-PS

DGR3-777.33-PW-UB

DGR3-777.89-GM-PL

DGR3-780.59-AR

DGR3-782.39-MN-SGS

DGR3-782.97-AR

DGR3-783.20-PW-UO

775.60

780.95

781.11

Page 54

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

787

788

789

790

791

792

793

794

795

796

797

798

799

800

786.83

789.88C

R-2

62

792.93

CR

-26

3

795.98

CR

-26

4

799.03

CR

-26

5C

R-2

66

Limestone - Grey - Fine to medium-grained - Shale laminae - Petroliferous odour, slightly petroliferous at 787.4 - Trace calcite-filled vugs - Blocky

Marker Bed, - Tan, fine-grained dolostone, 790.5-790.6

Limestone - Grey, argillaceous, irregular shale interbeds, 789.8-790.0 - Dark grey, fine-grained, vuggy (partially filled with gypysum (?) limestone with petroliferous odour, lightly petroliferous zone from 790.1-790.6 - Blocky to fractured

Limestone -Grey - Fine grained - Dark grey and black planar to irregular/disturbed (bioturbated?) shale beds - Hard - Some stylolites - Slightly petroliferous zone at 794.1 - 0.5 cm-thick, horizontal fracture at 794.9 (Possible shale bed wash out) - Massive

Limestone - Light grey - Fine to medium-grained - Some dark grey irregular laminae - Mottled appearance in upper half of core - Slightly vuggy near bottom of core, vugs infilled with calcite - Grey, hard, porous (vugs and honeycomb texture), fossiliferous limestone bed (packstone) with gradational upper contatct and sharp lower contact from 798.2-798.4 - Moderately petroliferous zone around 796.2 and 796.8 - Massive

Limestone - Light grey to grey - Fine to medium-grained

Gull River Formation

- Light grey to grey to tan/brown with depth, very fine to medium-grained, locally bioturbated, fossiliferous and locally petroliferous limestone with brown and black shale laminae

-599.0

-600.0

-601.0

-602.0

-603.0

-604.0

-605.0

-606.0

-607.0

-608.0

-609.0

-610.0

-611.0

-612.0

-613.0

DGR3-789.10-AR

DGR3-789.62-NG-UB

DGR3-791.49-AR

DGR3-792.90-GM-PL

DGR3-795.49-NG-UO

DGR3-795.69-AR

DGR3-795.90-NG-UB

DGR3-797.29-AR

DGR3-799.02-GM-PL

DGR3-800.18-PW-UO

DGR3-800.42-DF-UNB

790.48

790.56

799.30

Page 55

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

801

802

803

804

805

806

807

808

809

810

811

812

813

814

815

802.08

805.13

CR

-26

7

808.18

CR

-26

8

811.23

CR

-26

9

814.28

CR

-27

0C

R

g - Hard - Abundant interlaminae of planar to irregular shale - Stylolites - Trace fossiliferous beds - Slightly vuggy near top of core; vugs partly infilled with calcite - Blocky

Limestone - Grey to dark grey - Fine-grained - Very hard - Some argillaceous/shale interbeds up to 3 cm-thick, irregular to planar bedded - Bituminous - Trace fossilliferous beds - Trace vug infilled with calcite - Blocky

Limestone - Grey to tan/brown with depth - Fine to very fine-grained with depth - Stylolites - Black, irregular shale laminae/beds - Fossiliferous (brachiopods) - Trace vug, infilled with calcite - Massive

Limestone - Tan/grey - Very fine-grained - Bituminous - Abundant bituminous argillaceous beds and stylolites - Fossiliferous - Petroliferous odour in shale bed at 808.6 - Calcite crystals up to 1 mm-long at 808.5 - Dark grey to black shale bed between 810.0-810.2 - Fractured to massive

Limestone - Grey - Bituminous - Some planar to irregular dark grey shale laminae - Trace calcite-filled burrows and bioclasts - Blue-grey, medium to coarse-grained, very hard limestone bed from 812.5-812.9 - Shale bed from 813.3-813.4 - Limestone becomes darker grey near base of core - Moderately petroliferous zone around 814.1 - Fractured to massive

Limestone - Medium grey - Locally arenaceous - Dark grey shale interbeds - Stylolites - Fossiliferous - Trace black mud clasts - Fractured to blocky

-614.0

-615.0

-616.0

-617.0

-618.0

-619.0

-620.0

-621.0

-622.0

-623.0

-624.0

-625.0

-626.0

-627.0

-628.0

DGR3-801.11-NG-UB

DGR3-803.14-AR

DGR3-807.43-PW-UB

DGR3-809.67-AR

DGR3-810.82-GM-PL

DGR3-810.98-NG-UO

DGR3-813.52-AR

DGR3-814.13-NG-UB

DGR3-814.42-PW-UO

DGR3-814.66-PT

DGR3-814.88-MN-SGS

Page 56

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

816

817

818

819

820

821

822

823

824

825

826

827

828

829

830

817.33

R-2

71

820.38

CR

-27

2

823.43

CR

-27

3

826.48

CR

-27

4

829.53

CR

-27

5

Limestone - Medium grey - Fine-grained - Dark grey shale interbeds - Stylolites - Trace fossiliferous beds - Blocky to massive

Limestone - Grey - Fine-grained, some beds are arenaceous - Dark grey shale interbeds - Hard - Stylolites - Trace fossiliferous beds - Massive

Limestone - Grey - Fine to medium-grained, some beds are arenaceous - Grey and black planar to irregular shale laminae interbeds - Trace mudstone clasts - Trace carbonate infilled vug - Fracture to massive - Slightly petroliferous zone at 825.2

Limestone - Tan to brown - Abundant stylolites - Entire core is moderately petroliferous - Trace mud clasts with stylolitic rinds, and calcite-filled nodules - Massive

Dolostone - Mottled tan and grey/brown , very fine to fine-grained, very hard, very thin irregular laminae, lightly petroliferous

Limestone - Tan to brown, grading to grey with depth - Hard - Locally contains abundant stylolites - Trace calcite nodule - Massive - Slightly petroliferous zone at 830.2

-629.0

-630.0

-631.0

-632.0

-633.0

-634.0

-635.0

-636.0

-637.0

-638.0

-639.0

-640.0

-641.0

-642.0

-643.0

DGR3-817.79-GM-PL

DGR3-818.45-AR

DGR3-819.64-GM-PS

DGR3-820.28-NG-UB

DGR3-822.99-AR

DGR3-823.95-NG-UO

DGR3-828.12-AR

DGR3-829.40-GM-PL

828.59

829.22

Page 57

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

831

832

833

834

835

836

837

838

839

840

841

842

843

844

845

832.58

CR

-27

6

835.63

CR

-27

7

838.68

CR

-27

8

841.73

CR

-27

9

844.78

CR

-28

0

S g t y pet o e ous o e at 830

Limestone - Tan/brown abruptly changing to medium grey at 833.2 - Fine to medium-grained - Bituminous shale interlaminae/beds increasing in abundance with depth - Slightly fossiliferous in grey limestone - Trace stylolites - Blocky to massive

Limestone - Light grey - Fine-grained - Brown irregular shale laminae - Increasingly mottled appearance with depth - Abundant stylolites from 838.2 to end of core - Blocky to fractured

Limestone - Light grey to tan, fine to medium-grained, bituminous shale irregular laminae throughout, mottled appearance in places, petroliferous odour - Grey/brown medium-grained dolostone with irregular bituminous laminae, more petroliferous, hydrocarbons oozing from core in places,839.5-840.5 - Slightly petroliferous zone at 839.68, petroliferous odour - Massive to blocky

Limestone - Light grey - Fine-grained - Grey/dark grey bituminous shale laminae mm- to 3 cm-thick - Mottled appearance in places - Massive to fractured

Limestone- Light grey, fine-grained, grey irregular shale laminae, slightly

643.0

-644.0

-645.0

-646.0

-647.0

-648.0

-649.0

-650.0

-651.0

-652.0

-653.0

-654.0

-655.0

-656.0

-657.0

DGR3-831.67-NG-UO

DGR3-831.87-DF-UNB

DGR3-832.25-PW-UO

DGR3-835.22-NG-UB

DGR3-835.50-AR

DGR3-838.29-GM-PL

DGR3-838.56-AR

DGR3-842.74-NG-UO

DGR3-843.92-PW-UB

DGR3-844.25-AR

DGR3-845.00-DF-UNB

Page 58

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

846

847

848

849

850

851

852

853

854

855

856

857

858

859

847.83

CR

-28

1

850.88

CR

-28

2

853.93

CR

-28

3

856.98

CR

-28

4C

R-2

85

Light grey, fine grained, grey irregular shale laminae, slightly mottled appearance, massive

Shale - Green/grey calcareous shale,

Limestone - Mottled light grey/green, fine-grained to very fine-grained, minor pitting on core surface, very hard

Shale, - Grey/green calcareous shale, massive

Limestone - Mottled light grey/green - Medium-grained to very fine-grained - Abundant dark grey irregular laminae - Massive

Limestone - Mottled light grey/green, medium-grained to very fine-grained, abundant dark grey irregular laminae

Interbedded Siltstone and Sandstone - Grey/light green/grey brown, very fine to medium-grained, moderately petroliferous zone at 851.5, 5 cm-thick green shale interbed near base of core - Massive to blocky

Interbedded Siltstone and Sandstone - Green, medium to coarse-grained, moderately hard to soft with pyrite flecks on mudstone clasts - Grey-green shale interbed with sharp upper and lower contacts with pyrite flecks from 854.9-855.1 - Massive

Dolostone - Sharp contact, light grey, hard, medium-grained, with grey sandstone inclusions - Fractured to blocky

Sandstone - Mottled grey to tan sandstone and dolostone - Trace beds of grey/green shale - Hard - Locally contains abundant pyrite mineralization and white soft nodules; locally glauconitic - Calcite infilled vertical fracture at 859.0 - Massive

Shadow Lake Formation

- Interbedded grey to light green/grey/brown pyritic and glauconitic siltsone and sandstone with subordinate grey/green sandy shale beds

Cambrian

- Mottled grey and tan, medium-grained, dolomitic, quartz sandstone with trace brown to light grey dolostone interbeds in upper section

-658.0

-659.0

-660.0

-661.0

-662.0

-663.0

-664.0

-665.0

-666.0

-667.0

-668.0

-669.0

-670.0

-671.0

-672.0

DGR3-848.05-AR

DGR3-850.74-NG-UB

DGR3-850.95-GM-PL

DGR3-851.14-GM-PS

DGR3-851.96-PW-UO

DGR3-852.18-PW-UB

DGR3-853.23-NG-UO

DGR3-853.53-MSC

DGR3-855.66-PW-UO

DGR3-855.87-NG-UB

DGR3-856.20-AR

DGR3-856.28-MN-SGS

DGR3-857.22-GM-PL

DGR3-858.16-AR

DGR3-858.65-NG-UO

845.50

846.70

847.16

847.30

851.00

855.50

856.98

Page 59

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Core A

xis Angle

0 ---------- 90

Sample ID

Elev. (mA

SL)

Stratigraphy

860

861

862

863

864

865

866

867

868

869

870

860.03

861.55

CR

-28

6

863.08

CR

-28

7

864.48

CR

-28

8

864.76

CR

-28

9

866.13

CR

-29

0

867.63

CR

-29

1

869.17

CR

-29

2

Sandstone - Mottled grey to tan, locally pyritic - Locally contains sub-angular shale/dolostone intraclasts and quartz infilled vug (few cm-diameter) - Glauconitic sandstone bed near base of core - Blocky

Sandstone - Mottled grey to tan - Some cm-thick glauconite-rich sandstone beds and laminae - 20-cm thick tan sandstone bed with sharp contacts at 862.1 - Fractured

Sandstone - Grey to tan grey, medium-grained, trace 3-10 cm-thick light tan/white sandstone interbeds, slightly pyritic, very hard, quartz and pyrite infilled vertical fractures - Fractured

Sandstone - Grey to tan grey, medium-grained, hard, slightly glauconitic and pyritic; 5 cm-thick white sandstone interbed near top of core, calcite and pyrite infilled fractures

Sandstone - Light grey to tan brown, hard, 1-2 cm-thick pinkish-orange, medium-grained sandstone beds in upper part of core, 2 cm-thick pyrite-rich bed, with white mineral, along horizontal fracture at 865.6; 7 cm-thick tan to white soft and brittle sandstone bed with sharp contacts at 866.0 - Fractured to blocky

Sandstone - Brown, medium-grained, laminated glauconitic sandstone layers 10-30 cm-thick interbedded with brownish-light grey, hard dolostone; contacts are sharp to gradational, dolostone locally contains infilled vugs (white mineral), some fractures are infilled with white mineral - Fractured

Sandstone - Grey to greenish/grey sandy dolomite transitioning to white to tan sandstone; glauconitic, some black horizontal, to irregular laminae with depth, mm-thick pink calcite infilled fracture at 877.0 - Blocky

-673.0

-674.0

-675.0

-676.0

-677.0

-678.0

-679.0

-680.0

-681.0

-682.0

DGR3-860.31-AR

DGR3-860.77-AR

DGR3-862.03-AR

DGR3-863.38-AR

DGR3-864.22-AR

DGR3-864.87-AR

DGR3-866.37-AR

DGR3-868.09-AR

DGR3-868.78-AR

END OF HOLE 869.17869.17

Checked by: ADW, KGR Doc. TR-08-13_DGR3_R0Prepared by: MAM

Page 60

APPENDIX D

DGR-4 Borehole Log

DGR-4 Borehole Log Legend

Core Logging Notation

1) Colour: (i.e. light/medium/dark grey, blue-grey, red-green, etc.)

Additional Adjectives Description

Banded Approximately parallel bands of varying colour

Streaked Randomly oriented streaks of colour

Blotched Large irregular patches of colour (>75mm diameter)

Mottled Irregular patches of colour

Speckled Very small patches of colour (<10 mm diameter)

Stained Local colour variations associated with other features (i.e. bedding joints, etc.)

2) Grain Size/Texture:

Classification Grain Size Measurement

Field Recognition Equivalent Soil Type

Very fine-grained <0.06 mm Individual grains cannot be seen with a hand lens

Clays and silts

Fine-grained 0.06 to 0.25 mm Just visible as individual grains under hand lens

Fine sand

Medium-grained 0.25 to 0.5 mm Grains clearly visible under

hand lens; just visible to naked eye

Medium sand

Coarse-grained 0.5 to 2.0 mm Grains clearly visible to the naked eye

Coarse sand

Very coarse gained >2.0 mm Gains measurable gravel

3) Rock Hardness


Very Soft Can be peeled with a knife

Soft Can be easily gouged or carved with a knife

Medium soft Can be readily scratched with a knife blade; scratch leaves heavy trace of dust and is readily visible after powder blown

away.

Hard Can be scratched with a knife with difficulty; scratch produces little powder and is often faintly visible

Very Hard Cannot be scratched with a knife or can barely be scratched with a knife

4) Bedding Thickness:

Classification Bedding Thickness

Massive Bedded >3 m or Uniform

Thickly Bedded 300 mm to 3 m

Medium Bedded 100 to 300 mm

Thinly Bedded 10 to 100 mm

Laminated <10 mm

5) Solution and Void Conditions (if notable)

Classification Condition

Solid No voids

Porous Voids <1.0 mm in diameter

Pitted Voids 1 to 6 mm in diameter

Vuggy Voids 6 mm to diameter of core

Cavity Voids greater than diameter of core

6) Quantification of Secondary Features: When describing additional features in the core, the following adjectives should be used which are related to the % volume or frequency of the feature.

Adjective %Volume / frequency

Slightly/trace 1-10%, 1-2 occurrences

Moderately/some 10-20%

Abundantly/ “___y” (ie. shaley) 20-35%

and >35%, half and half

7) Summary of Rock Quality Descriptions and Discontinuity Logging

RQD (%) Core Quality Description Natural Fracture Frequency (/m) Formation Fracture Description

0-25 Very Poor >10 Highly Fractured 25-50 Poor >1.0-10 Moderately Fractured 50-75 Fair 0.5-1.0 Sparsely Fractured 75-90 Good <0.5 Very Sparsely Fractured

90-100 Excellent 0 Unfractured

8) Bedding or Fracture Inclination (measured from horizontal)

Classification Attitude

Flat 0 to 5 degrees

Gently dipping 5 to 20 degrees

Moderately dipping 20 to 45 degrees

Steeply dipping 45 to 85 degrees

Very steeply dipping 85 to 90 degrees

9) Degree of Fracturing/Jointing (Structure)

Rock Mass Classification Discontinuity Spacing

Solid >3 m

Massive 1 to 3 m

Blocky/seamy 0.3 to 1 m

fractured 5 to 30 cm

Crushed / shattered < 5 cm

10) Roughness of Fracture (Structure)


Smooth Appears smooth and is essentially smooth to the touch.

Rough Bumps/roughness on the fracture surfaces are visible and can be distinctly felt.

Slickensided Clear evidence of previous shear displacement along the discontinuity.

Stepped Surface of discontinuity appears stepped with some ridges or angular “steps”.

Undulating Surface of discontinuity appears wavy, with no sharp steps.

Planar Surface of discontinuity appears flat.

11) Infilling of Fracture (Structure)


Clean No filling material

Stained Colouration of rock surface only, no recognizable filling material

Filled Fracture observed with filling material (describe filling material)

12) Reference Terms:

Layer : Distinct length of core that is distinguished from surrounding core by feature (colour, composition, etc.) other than bedding planes.

Irregular : Bedding plane surfaces are not planar but are convoluted/disturbed.

Planar : Bedding planes are flat.

Bituminous : Contains organic matter.

Vein : Fracture totally infilled with mineral different from surrounding rock.

Argillaceous : Rock has mud dispersed in the matrix but not as distinct laminae or beds (e.g. argillaceous limestone).

Shaley : Rock that has distinct shale laminae beds (e.g. shaley limestone).

Petroliferous Odour : Only hydrocarbon odour; no noted liquid hydrocarbons.

Petroliferous : Liquid hydrocarbons noted.

Hydrocarbon Adjectives

Strongly/heavily : intense hydrocarbon odour / core exuding significant volume of oil / core coated with oil.

Slight/lightly : Slight hydrocarbon odour / few drops of oil.

No modifier : Moderate odour / Moderate amount of hydrocarbon exuded

Rock Quality Designation (RQD, %) : RQD values determined for the 76 mm diameter core from DGR-1 and DGR-2 were determined as the sum of lengths of core greater than 15 cm length (i.e., twice the core diameter) excluding drilling-induced breaks, divided by length of hole drilled per core run.

RECORD OF BOREHOLE - DGR- 4

Site Location: Tiverton Ontario, Canada

Supervisor: Ken Raven

Reference Surface Elevation: 181.60 mASL

Borehole Specs.: Outside Borehole Diameter, 143mm, Core Diameter 75mm

MNR WL No.: 11812

Project : DGR Site Characterization

Coordinates:

Project Number: 08.200.40.20

Coordinates: NAD 83, UTM Zone 17N

Client: Ontario Power Generation Date Completed: 24-Oct-08

Date Started: 31-July-08

Drill Company: Davidson Drilling Limited, Wingham, Ontario, Canada

4908743.9 N, 453378.3 E Drill Rig: Versa Rotary Drill (model: V2000, 2006) Gardner Denver Drill (model: 15W)

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%R

.Q.D

.100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

-5

-4

-3

-2

-1

0

1

2

3

4

5

6

7

186.0

185.0

184.0

183.0

182.0

181.0

180.0

179.0

178.0

177.0

176.0

175.0

Borehole Summary

- All references to depth are mBGS - A 381mm diameter borehole was drilled using mud rotary techniques with a tri-cone drill bit through overburden sediments into bedrock at 8.6 - A 324mm diameter steel casing was cemented to 8.6 - A 295mm diameter borehole was drilled using mud rotary techniques with a tri-cone drill bit from 8.6 to 30.2 into competent bedrock - A 245mm diameter steel casing was cemented to 30.2 - Double-tube coring was completed from 30.2-188.7, the coring technique used in this borehole has an outside borehole diameter of 143mm and a core diameter of 75mm - A 222mm diameter borehole was rotary drilled with a tricone bit and reaming equipment to 188.7 - A 178mm diameter steel casing was cemented to a depth of 188.7 - Double tube coring was completed to a final depth of 857.0, approximately 12.9 below top of the Cambrian

Fill - Gravel fill

Till - Grey clay and silt with gravel

0.00

1.83

7.50

Page 1

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

174.0

173.0

172.0

171.0

170.0

169.0

168.0

167.0

166.0

165.0

164.0

163.0

162.0

161.0

160.0

Surface Conductor Casing [ 12 3/4 (inch) / 324 (mm)]

- Weathered brown/grey, rubbly/fractured dolostone

Lucas Formation - Brownish grey, fine-grained, hard, dolostone with bituminous stromatolitic laminae

8.60

Page 2

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

23

24

25

26

27

28

29

30

31

32

33

34

35

36

159.0

158.0

157.0

156.0

155.0

154.0

153.0

152.0

151.0

150.0

149.0

148.0

147.0

146.0

145.0

Surface Casing #1 [ 9 5/8 (inch) or 245 (mm)]

Dolostone - Brown/grey with lighter mottles and blebs - Massive with irregular dark bituminous stomatolitic laminae - Fine-grained - Fossiliferous (corals) - Abundantly vuggy/pitted with partial calcite infilling from 30.4-30.5, slightly pitted over the rest of core

Dolostone - Brown/grey - Massive with irregular dark bituminous stomatolitic laminae - Fine-grained - Fossiliferous (corals, amphipora) - Slightly vuggy/pitted with partial calcite infilling - Locally fractured from 33.9-34.2, 34.7-35.2, rare stylolites

Dolostone - Sharp contact at 36.0 - Light brown - Slightly fossiliferous (corals) - Very slight porous (vugs and pits) - Abundant rough, clean steeply dipping fractures

Dolostone - Tan to grey - Massive - Very fine-grained

30.10

33.15

CR

-00

1

36.20

CR

-00

2

DGR4-030.92-AR

DGR4-031.08-GM-PL

DGR4-033.52-MN-SGS

30.10

Page 3

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

144.0

143.0

142.0

141.0

140.0

139.0

138.0

137.0

136.0

135.0

134.0

133.0

132.0

131.0

130.0

Dolostone - Sharp contact at 37.6 - Grey with black bituminous matrix and laminae - Very fine-grained - Abundantly fossiliferous (amphipora, stromatoporoids, coral), boundstone - Very fine-grained - Fractured to shattered - Some rough, stained (black), very steeply dipping fractures

Dolostone - Brown - Stromatolitc laminations (i.e. interlaminated dark bituminous partings and lighter limestone laminae) - Bituminous - Fractured - Abundantly fossiliferous (stromatolites, amphipora), boundstoneDolostone - Gradational contact around 40.8 - Dark brown - Shattered - Bituminous - Moderately pitted and vuggyDolostone - Sharp contact at 41.7 - Brown - Fossiliferous (amphipora, stromatoporoids, coral), boundstone - Slightly vuggy with partial calcite infilling - Abundant pyrite infilling on fracture surface at 41.9 - Fractured - Very steeply dipping partly pyrite-filled fractured from 41.8-41.9 and 41.9-42.0

Dolostone - Brown - Bituminous - Fossiliferous (coral, amphipora, stromatoporoids) - Slightly pitted and vuggy - Fractured to blocky

Dolostone - Brown to brownish/black after 47.5 - Hard - Bituminous; locally and very bituminous with depth - Fossiliferous (coral, stromatoporoids, amphipora) - Slightly pitted - Partly healed (pyrite) vertical fractures, and pyrite mineralization at depth - Fractured, shattered after 47.5

Dolostone - Tan/brown to grey brown - Medium- to fine-grained - Hard - Bituminous and with localized black irregular laminae - Moderately fossiliferous (coral) - Slightly pitted and vuggy - Few sub-vertical fractures with either dark staining and pitting or white mineralization on fracture surfaces - Fractured

Dolostone - Tan/brown - Medium- to fine-grained - Slightly pitted - Two parallel open vertical fractures with crystals on fracture face

39.25

CR

-00

3

42.30

CR

-00

4

45.35

CR

-00

5

48.40

CR

-00

6

51.15

CR

-00

7

51.45

CR

-00

8

DGR4-044.45-AR

DGR4-044.69-GM-PL

DGR4-049.57-GM-PL

DGR4-050.27-AR

Amherstburg Formation

- Brown/grey, fine to medium-grained fossiliferous dolostone, cherty with depth

37.60

Page 4

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

129.0

128.0

127.0

126.0

125.0

124.0

123.0

122.0

121.0

120.0

119.0

118.0

117.0

116.0

Dolostone - Light grey/brown - Massive - Fine- to medium-grained - Hard - Moderately fossiliferous; crinoidal packstone bed near base - Slightly pitted and vuggy - Some sub-vertical to vertical, open to partially open, smooth to irregular fractures - Fractured to blocky

Dolostone - Grey/brown - Bituminous, including bituminous argillaceous laminae - Fossiliferous (trilobites, corals) - Trace chert nodules - Trace horizontal fractures with black staining on surfaces and few vertical fractures partly healed with calcite - Slightly pitted - Fractured

Cherty Dolostone - Tan - Fine to medium-grained - Hard - Bituminous, including bituminous argillaceous laminae - Fossiliferous (corals, trilobites) - Some chert nodules - Trace horizontal fractures with calcite and pyrite infilling - Fractured, shattered from 59.1-59.5, 60.3-60.6

Cherty Dolostone - Dark brown to black - Moderately pitted - BituminousCherty Dolostone - Sharp contact with above at 60.6 - Tan - Fine-grained - Slightly fossiliferous (corals) - Chert nodules and stylolites - Common horizontal fractures, some with calcite infilling, others with dark grey/black staining; vertical fracture with pyrite infilling near base of core - Fractured to shattered - Slightly pitted

Cherty Dolostone - Tan to brown/grey - Fine-grained - Local brown bituminous argillaceous laminae - Fossiliferous, more so after 65.2 (corals, brachipods, stromatolites) - Chert nodules - Abundant fractures; some with pyrite and calcite infilling - Shattered to 65.83, fractured to 66.7 - Slightly pitted

54.50

CR

-00

9

57.55

CR

-01

0

60.60

CR

-01

1

63.65

CR

-01

2C

R-0

13

DGR4-055.93-GM-PS

DGR4-060.70-GM-PL

DGR4-062.31-AR

57.55

Page 5

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

115.0

114.0

113.0

112.0

111.0

110.0

109.0

108.0

107.0

106.0

105.0

104.0

103.0

102.0

101.0

Cherty Dolostone - Tan/brown to grey - Fine-grained - Trace to locally abundant (with depth) stylolites - Abundantly fossiliferous (Tabulate corals) - Slightly pitted and vuggy - Abundant dominantly horizontal fractures, moderately smooth to rough and irregular, some with black staining, some partly to completely healed with pyrite and calcite - Fractured

Cherty Dolostone - Grey/brown - Fine-grained - Fossiliferous (corals, brachiopods) - Common chert nodules - Common horizontal fractures, few with pyrite or calcite infilling - Boundstone (amphipora) bed from 69.8-69.9 and 70.9-71.0 - Fractured to shattered - Slightly pitted

Cherty Dolostone - Tan to grey - Massive bedded with black bituminous argillaceous laminae - Stylolites - Fossiliferous (corals, brachiopods) - Slightly pitted and vuggy, partly infilled with calcite - Few horizontal and vertical fractures, partly to completely healed with calcite; few have pyrite infilling and black staining

Cherty Dolostone - Grey to tan - Locally contains abundant brown to black bituminous argillaceous laminae - Fine- to medium-grained - Hard - Fossiliferous (corals, brachiopods) - Slightly pitted and vuggy - Chert nodules - Trace calcite filled fractures - Fractured to blocky

Cherty Dolostone - Grey to tan - Massive - Fine-grained - Hard - Abundant local bituminous argillaceous laminae - Fossiliferous (corals) - Slightly vuggy and pitted, partially infilled with calcite - Some chert nodules - Trace fractures; vertical fracture filled with calcite from 79.3 to 79.6; horizontal fractures with surface staining or pyrite infilling

F t d t bl k

66.70

69.75

CR

-01

4

72.80

CR

-01

5

75.85

CR

-01

6

78.90

CR

-01

7C

R-0

18

DGR4-070.19-GM-PL

DGR4-070.84-AR

DGR4-073.55-GM-PL

DGR4 081 08 AR

Bois Blanc Formation - Brown/grey fine to medium-grained, fossiliferous, cherty dolostone with thin black laminae

76.20

Page 6

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

82

83

84

85

86

87

88

89

90

91

92

93

94

95

100.0

99.0

98.0

97.0

96.0

95.0

94.0

93.0

92.0

91.0

90.0

89.0

88.0

87.0

86.0


Cherty Dolostone - Grey to tan/brown - Locally contains bituminous argillaceous laminae - Fine-grained - Fossiliferous (corals, brachiopods) - Abundant chert nodules - Trace fractures filled with calcite or pyrite - Fractured

Cherty Dolostone - Mottled and interbedded grey and light grey - Bituminous argillaceous laminae throughout; locally abundant and forming dark brown zones - Fine- to medium-grained - Fossiliferous (crinoids, corals) - Slightly pitted and vuggy, some filled with calcite - Chert nodules - Abundant flat to gently dipping fractures, clean to filled with calcite and some localized black staining - Fractured

Cherty Dolostone - Grey to medium grey - Fine- to medium-grained - Bituminous, including bituminous argillaceous laminae that are locally concentrated and increasing in abundance with depth - Locally bioturbated - Slightly fossiliferous (brachiopods) - Chert nodules, increasing in abundance with depth - Common flat to very steeply dipping fractures, commonly filled with calcite - Fractured to blocky

Cherty Dolostone - Grey to brown/grey - Medium-grained - Bituminous, including bituminous argillaceous laminae that are locally concentrated - Bioturbated - Slightly fossiliferous - Chert nodules, particularly abundant in bioturbated zones - Some dominantly flat fractures that are partly to totally filled with calcite and/or pyrite - Fractured

Cherty Dolostone - Grey to tan/brown - Fine- to medium-grained - few zones of abundant bituminous argillaceous laminae - Very slightly fossiliferous (corals) - Some chert nodules - Slightly pitted to vuggy, few filled with calcite - Some dominantly flat fractures that are commonly filled with calcite and/or pyrite and and/or a bluish mineral - Fractured

81.95

85.00

CR

-01

9

88.05

CR

-02

0

91.10

CR

-02

1

94.15

CR

-02

2C

R-0

23

DGR4-081.08-AR

DGR4-090.26-GM-PL

DGR4-090.64-AR

Page 7

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

85.0

84.0

83.0

82.0

81.0

80.0

79.0

78.0

77.0

76.0

75.0

74.0

73.0

72.0

Cherty Dolostone - Grey - Very hard - Few zones of bituminous argillaceous laminae - Slightly fossiliferous, including a few bioclastic grainstone beds - Abundant chert nodules - Trace flat and very steeply dipping fractures that are filled with calcite - Fractured

Cherty Dolostone - Grey - Fine-grained - Very hard - Trace zones of bituminous/shale laminae - Trace zones of brecciated texture (mixed dolostone and chert nodules) - Abundant chert nodules - Trace very steeply dipping to gently dipping fractures, filled with calcite - Fractured

Cherty Dolostone - Grey - Trace bituminous argillaceous laminae - Brecciated texture in places (mixed dolostone and chert nodules) - Slightly fossiliferous (corals) - Abundant chert noduels - Slightly vuggy, few filled with calcite - Trace fractures; filled with calcite or pyrite - Fractured

Cherty Dolostone - Grey - Some bituminous argillaceous laminae - Slightly fossiliferous (coral) including a cm-thick bioclastic bed - Abundant chert nodules that are locally mixed with dolostone (produces brecciated appearance) - Trace vertical fractures; filled with calcite - Fractured

Cherty Dolostone - Grey to light grey - Very hard - Trace bituminous argillaceous laminate - Slightly fossiliferous (crinoids, corals, brachiopods) - Abundant chert nodules

97.20

3

100.25

CR

-02

4

103.30

CR

-02

5

106.35

CR

-02

6

109.40

CR

-02

7

DGR4-098.36-GM-PL

DGR4-102.75-AR

DGR4-103.94-GM-PS

DGR4-110.15-GM-PL

DGR4-110.32-PW-UO

Page 8

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

71.0

70.0

69.0

68.0

67.0

66.0

65.0

64.0

63.0

62.0

61.0

60.0

59.0

58.0

57.0

- Slightly vuggy, filled with calcite - Trace horizontal fractures; some filled with calcite and/or pyrite - Fractured

Cherty Dolostone - Grey to light grey - Light grey sections (chert-rich zones) are very hard - Trace bituminous argillaceous laminae - Slightly fossiliferous - Abundant chert nodules - Some dominantly flat fractures; commonly filled with calcite; open very steeply dipping fracture with pitted dark tan surface from 113.2-113.6 - Fractured to shattered

Cherty Dolostone - Tan/brown to grey - Fine-grained - Few bituminous laminae - Very hard - Brecciated texture in few places - Slightly fossiliferous (brachiopods) - Abundant chert nodules - Common hairline fractures, dominantly flat, all healed with calcite - Fractured

Cherty Dolostone - Grey - Fine-grained - Abundant bituminous argillaceous laminae; 4-cm thick shale bed - Brecciated texture in places - Fossiliferous (corals, brachiopods) - Abundant chert nodules - Trace fractures, flat, slightly irregular with dark grey/black staining - Fractured

Cherty Dolostone - Grey - Fine-grained - Bituminous argillaceous laminae increase in abundance with depth; shale zones over bottom of core run - Brecciated texture in places - Slightly vuggy with calcite infilling - Abundant chert nodules - Fractured

Cherty Dolostone - Grey - Fine-grained

112.45

CR

-02

8

115.50

CR

-02

9

118.55

CR

-03

0

121.60

CR

-03

1

124.65

CR

-03

2

DGR4-110.48-MN-SGS

DGR4-110.62-AR

DGR4-114.35-GM-CAN

DGR4-119.90-AR

DGR4-121.38-AR

DGR4-125.07-AR

Page 9

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

126

127

128

129

130

131

132

133

134

135

136

137

138

139

56.0

55.0

54.0

53.0

52.0

51.0

50.0

49.0

48.0

47.0

46.0

45.0

44.0

43.0

42.0

g - Bituminous, argillaceous, including shale beds - Chert nodules - Fractured

Dolostone - Sharp erosional contact at 126.0 - Tan, very fine-grained, very hard - Some flat healed fractures commonly with black or iron staining - Blocky to fractured

Dolostone - Tan-brown - Very fine-grained - Locally slightly porous (mouldic porosity) - Few dominantly horizontal fractures, commonly with black staining, rarely with calcite infilling

Dolostone - Tan/brown to grey - Fine-grained - Shattered

Dolostone - Tan - Massive - Very fine-grained - Trace grey argillaceous interbeds - Some horizontal fractures with iron staining - Fractured to shattered

Dolostone - Tan - Massive - Very fine-grained - Some argillaceous interbeds and zones including an argillaceous dolostone zone between 135.3-135.8 - Some dominant horizontal fractures with iron or black staining on surfaces, rarely calcite infilling - Fractured and locally shattered

Dolostone - Tan to light brown - Laminated - Very fine-grained - Very hard - Trace bituminous argillaceous beds - Very porous (abundantly pitted with partial calcite infilling) zone between 137.8-137.9 - Some dominant horizontal fractures with black staining and less commonly iron staining; two vertical fractures near base of core run, upper fracture filled with calcite, lower one is 1-2 cm thick and filled with blueish opaque mineral (anhydrite?) - Fractured to shattered

127.70

CR

-03

3

130.40

CR

-03

4

130.75

CR

-03

5

133.80

CR

-03

6

136.85

CR

-03

7

139.90

CR

-03

8

DGR4-131.16-AR

DGR4-131.60-GM-PL

DGR4-133.85-GM-PL

DGR4-136.50-AR

Bass Islands Formation - Light grey to brown, very fine to fine-grained sparsely fossiliferous dolostone

126.00

Page 10

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

41.0

40.0

39.0

38.0

37.0

36.0

35.0

34.0

33.0

32.0

31.0

30.0

29.0

28.0

27.0

Dolostone - Tan/brown, locally mottled - Abundant dark laminae - Very fine-grained - Very hard - Grey-blue argillaceous dolostone intervals from 140.3-140.4 and 140.7-141.2 - Some dominantly horizontal fractures commonly partly to totally healed and commonly with iron or black staining - Blocky

Dolostone - Tan/brown - Very fine-grained - Locally brecciated texture, and over bottom half - Some bituminous laminae - Some horizontal fractures, rarely with calcite infilling - Fractured

Dolostone - Tan to brown - Laminated - Some dark brown to black shale/bituminous laminae, common stylolites - Very fine-grained - Very hard - Locally brecciated texture consisting of dolostone clasts in dolostone mud matrix - Trace mouldic pores - Trace horizontal to vertical fractures commonly with black and/or iron staining and less commonly with calcite infilling - Trace chert nodules - Fractured, shattered from 146.5-147.0

Dolostone - Tan/brown grading to brown near base - Variably laminated with few bituminous laminae that increase in abundance near base of core run - Very fine-grained - Slightly pitted - Some horizontal and few vertical fractures, common with black staining - Shattered from 149.1-149.4, fractured to blocky

Dolostone - Tan to brown - Abundant black shale/bituminous laminae and stylolites - Very fine-grained - Very hard - Brecciated zone at top of run with cm-long vertical off-set - Trace healed vertical fractures with black staining - Variably laminated - Fractured to shattered

142.95

CR

-03

9

146.00

CR

-04

0

149.05

CR

-04

1

152.10

CR

-04

2C

R-0

43

DGR4-140.10-AR

DGR4-140.31-GM-PL

DGR4-140.79-GM-PS

DGR4-140.97-GM-PL

DGR4-148.47-AR

DGR4-151.44-AR

DGR4-151.68-GM-PL

DGR4-152.90-MN-SGS

DGR4-153.18-AR

DGR4-154.60-PW-UBPage 11

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

27.0

26.0

25.0

24.0

23.0

22.0

21.0

20.0

19.0

18.0

17.0

16.0

15.0

14.0

13.0

Dolostone - Tan to brown - Dark brown to black shale/bituminous laminae - Very fine-grained - Very hard - Zone of brecciated texture near base of core - Local pitting, 10 cm-thick zone of vugs infilled with calcite at 157.4 - Trace horizontal and vertical fractures filled with calcite - Variably laminated - Fractured to shattered

Dolostone - Tan to brown - Variably laminated with black shale bituminous laminae - Very fine-grained - Very hard - Brecciated texture consisting of brown angular dolostone clasts in tan matrix over bottom half of core run - Trace calcite-filled vugs in brecciated zone - Trace calcite-filled fractures - Shattered, fractured from 159.0-159.4

Dolostone - Tan very fine-grained dolostone to 161.9, variably laminated - Calcite filled vugs near top - Some partly healed dominantly horizontal fractures - Shattered to fractured

Brecciated dolostone - Brecciated texture consisting of angular light grey dolostone clasts in argillaceous dolostone matrix between

Dolostone - Tan very fine-grained, variably laminated - Shattered

Argillaceous dolostone, - Blue/grey, rubble

Dolostone - Grey brown with blue/grey argillaceous dolostone zone between 164.5-165.0 - Very fine-grained - Trace local black laminae; core easily breaks along laminae - Very hard - Trace horizontal fractures that are open to healed (calcite) - Iron staining on some fractures - Fractured, shattered from 161.5

Dolostone - Tan to brown - Variably laminated with few dark laminae and bituminous irregular laminae; easily breaks along laminae - Very fine-grained

155.15

158.20C

R-0

44

161.25

CR

-04

5

164.30

CR

-04

6

167.35

CR

-04

7C

R-0

48

DGR4 154.60 PW UB

DGR4-155.98-NG-UO

DGR4-156.90-AR

DGR4-157.25-GM-CAN

DGR4-164.41-AR

DGR4-164.60-GM-PL

DGR4-168.02-GM-PS

DGR4-169.12-AR

161.90

163.20

164.50

165.00

Page 12

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

170

171

172

173

174

175

176

177

178

179

180

181

182

183

184

12.0

11.0

10.0

9.0

8.0

7.0

6.0

5.0

4.0

3.0

2.0

1.0

0.0

-1.0

-2.0

Dolomitic Shale - Gradational contact, blue/grey, massive, moderately soft from 169.6-170.7, some horizontal fractures throughout commonly with black staining; trace sub-vertical filled (anhydrite/gypsum) fractures

Argillaceous Dolostone, - Grey/tan

Dolomitic Shale - Grey dolomitic shale interbedded with depth with grey/green argillaceous dolostone, some anhydrite and gypsum veins

Dolostone - Tan/brown - Few dark laminae - Fine-grained - Local pitting on core surface - Some flat to steeply dipping, sub-mm thick, discontinous irregular fractures with black staining or calcite infilling - Shattered

Dolostone - Brown - Fine-grained - Trace dark laminae - Slightly pitted and vuggy - Some horizontal fractures with anhydrite/gypsum infilling

Dolomitic Shale, - Grey/blue dolomitic shale

Dolomitic Shale - Gradual transition around 177.4 - Grey dolomitic shale with some flat to steeply dipping gypsum veins that increase in abundance and thickness with depth - Reddish orange anhydrite veins present at end of core run - Blocky - Soft

Dolomitic Shale - Blue/grey - Some reddish-orange anhydrite and translucent gypsum veins 0.5 - 2.0 cm-thick - Blocky - Soft

Marker Bed, - Tan/brown very fine-grained dolostone

Dolomitic Shale - Grey/blue/green - Soft - Abundant pink and orange anhydrite veins and nodules mixed with translucent to white gypsum veins - Trace pyrite mineralization on core surface and reddish-brown discolouration of rock from 183.25 to base of run - Blocky

170.40

173.45

CR

-04

9

176.50

CR

-05

0

179.55

CR

-05

1

182.60

CR

-05

2C

R-

DGR4-173.83-GM-PL

DGR4-178.70-AR

DGR4-180.80-GM-PL

DGR4-180.99-PW-UO

Salina Formation - G Unit - Brown dolostone and argillaceous dolostone interlayered with grey/blue to grey dolomitic shale with anhydrite and gypsum veins

Salina Formation - F Unit - Grey/blue dolomitic shale with gypsum and anhydrite veins, interlayered with tandolostone with depth

169.58

170.10

170.72

170.95

173.45

177.05

177.40

181.47

181.75

Page 13

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

185

186

187

188

189

190

191

192

193

194

195

196

197

198

-3.0

-4.0

-5.0

-6.0

-7.0

-8.0

-9.0

-10.0

-11.0

-12.0

-13.0

-14.0

-15.0

-16.0

-17.0

Intermediate BOP Casing #2 [ 7 (inch) / 178 (mm)]

Open Borehole [ 5 5/8 (inch) / 143 (mm)]

Dolomitic Shale - Grey/green with reddish-brown mottling - Soft - Common translucent to white cm-thick gypsum veins - Pink to orange anhydrite veins throughout - Blocky

Dolomitic Shale - Grey/blue with reddish-brown mottling that increases with depth - Soft to medium soft with depth - Translucent to white cm-thick and blue gypsum veins and nodules with reddish-orange anhydrite veins throughout core - White and dark blue gypsum/anhydrite nodules more abundant at bottom of core run - Blocky

Dolomitic Shale - Reddish-brown and grey-blue - Abundant mm- to cm's-thick white gypsum veins mixed with pink anhydrite veins and nodules - Blocky

Dolomitic Shale - Grey/blue with minor reddish-brown mottling - Medium soft - Common translucent to white mm- to cm's-thick gypsum veins with trace amounts of pink/orange anhydrite veins - Blocky

Dolomitic Shale - Grey/blue with minor reddish-brown mottling - Medium soft to soft - Brecciated zone near base - Some translucent to white mm- to 4 cm-thick gypsum veins with trace pink/orange anhydrite veins throughout

Bl k

185.65

05

3

188.70

CR

-05

4

189.00

NC

192.05

CR

-05

5

194.68

CR

-05

6

197.73

CR

-05

7

DGR4-185.81-AR

DGR4-189.16-AR

DGR4-190.57-NG-UO

DGR4-192.65-GM-PL

DGR4-192.74-GM-PL

DGR4-195.02-GM-SW

DGR4-197.53-AR

DGR4-197.87-GM-PS

DGR4-198.19-DF-UNB

188.70

Page 14

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

-18.0

-19.0

-20.0

-21.0

-22.0

-23.0

-24.0

-25.0

-26.0

-27.0

-28.0

-29.0

-30.0

-31.0

- Blocky

Dolomitic Shale - Grey/blue - Hard - Some translucent to white mm- to cm-thick gypsum veins with trace light pink/orange anhydrite veins throughout - Blocky

Dolostone - Tan dolostone grading to argillaceous dolostone

Dolomitic Shale - Grey/blue - Hard - Common translucent to white mm- to cm-thick gypsum veins with trace light pink/orange anhydrite veins throughout - Two clean sub-horizontal fractures at base - Blocky

Dolomitic Shale - Grey/green/red - Abundant gypsum/anhydrite veins

Anhydritic Dolostone - Tan to brown - Mottled to layered dolostone and anhydrite

Dolomitic Shale - Sharp contact at 209.2, grey/green, lag of dolostone clasts at base of shale zone

Anhydritic Dolostone - Sharp irregular contact at 209.5, tan to brown mottled dolosotne and white gypsum and anhydrite - Grades to dark brown laminated dolostone bedding at 75 degrees to core axis

Dolomitic Shale - Sharp contact at 210.7 - Grey/blue - Abundant white to pink anhydrite/gypsum veins and laminated to thin beds - Fractured

200.83

CR

-05

8

204.13

CR

-05

9

207.23

CR

-06

0

210.33

CR

-06

1

213.38

CR

-06

2

DGR4-204.25-MN-SGS

DGR4-205.84-GM-PL

DGR4-205.92-GM-PL

DGR4-206.09-AR

DGR4-207.28-GM-SW

DGR4-209.56-AR

201.67

202.39

208.40

209.20

209.50

210.70

Page 15

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

-32.0

-33.0

-34.0

-35.0

-36.0

-37.0

-38.0

-39.0

-40.0

-41.0

-42.0

-43.0

-44.0

-45.0

-46.0

Dolostone - Tan to brown, laminated,few stylolites, slightly pitted - Blocky

Dolomitic Shale - Gradational contact around 215.9, green/blue/grey, hard - Fractured

Dolostone - Tan to brown, fine-grained, very hard - Dark argillaceous bituminous laminae and thin beds; few 10 cm-thick zones of tan to grey/blue shale with gradational contacts - Slight petroliferous odour at bituminous laminae - Fractured

Dolomitic Shale - Gradational contact at 218.9 to blue/grey with white gypsum and anhydrite veins, blocky

Dolostone - Gradational contact at 219.6 - Tan to brown, fine-grained - Black laminae - Blocky to fractured

Dolomitic Shale - Gradational contact at 221.0, grey/blue/green - Mixture of white gypsum and anhydrite veins, few nodules at base of core - Few fractures; open to filled (gypsum)

Anhydritic Dolostone - Mottled white/grey anhydrite/gypsum and brown dolostone

Brecciated Dolostone - Grey/blue - Abundant pink anhydrite veins with laminated to thin, white to translucent gypsum beds - Brown, fine-grained locally brecciated dolostone zone between 223.5-224.0 - Massive

Brecciated Dolostone - Grey/blue - Medium soft - Abundant anhydrite/gypsum laminated to thin beds and veins, decrease in abundance with depth - Tan/brown fine-grained dolostone zone between 227.8- 227.9; 10 cm-thick zone of brecciated brown dolostone and green dolomitic shale near base of core - Trace fracture, healed - Massive to blocky

215.23

NC

216.43

CR

-06

3

219.48

CR

-06

4

222.53

CR

-06

5

225.58

CR

-06

6C

R-0

67

DGR4-215.41-AR

DGR4-216.00-GM-PL

DGR4-216.58-PT

DGR4-218.19-AR

DGR4-219.91-GM-PS

DGR4-220.30-AR

DGR4-220.68-GM-PL

DGR4-223.91-AR

Salina Formation - E Unit

- Brown, very fine-grained, breciated dolostone interbedded with grey/blue dolomitic shale and argillaceous dolostone with anhydrite and gypsum

215.23

215.93

216.43

218.90

219.60

221.00

222.83

223.54

Page 16

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

229

230

231

232

233

234

235

236

237

238

239

240

241

242

-47.0

-48.0

-49.0

-50.0

-51.0

-52.0

-53.0

-54.0

-55.0

-56.0

-57.0

-58.0

-59.0

-60.0

-61.0

Brecciated Dolostone - Grey/green to grey/blue - Soft to medium soft - Locally brecciated - Abundant anhydrite/gypsum veins and laminated to thin beds - Blocky

Dolostone - Tan/brown, fine-grained, laminated dolostone

Dolomitic Shale - Blue/grey interlayered with tan-brown thin to medium bedded dolostone - Very steeply dipping, completely healed fracture from 233.2-233.6, few mm offset - Fractured to blocky

Dolostone - Tan to grey dolostone, very fine-grained, hard and locally brecciated- Grey/green dolomitic shale between 235.3-235.8 interbedded with dolostone towards the base - Mottled grey/blue to tan anhydritic dolostone between 235.8-236.1 - Tan to dark brown dolostone between 236.1-237.9 - Bituminous laminae - Locally brecciated - 6 cm-thick shale bed at 236.6 - Blocky to massive

Dolostone and Dolomitic Shale - Interbedded dolostone and dolomitic shale - Dolostone to 238.2; dolomitic shale to 239.7; dolostone to 240.7; dolomitic shale to base of core - Dolostone is tan to brown - Some brecciation in lower dolostone bed - Slightly pitted - Anhydrite/gypsum veins and nodules in lower dolostone bed - Fractured to blocky

Dolomitic Shale - Grey/green - Some thin silty beds - Abundant anhydrite/gypsum veins and nodules - Trace horizontal fractures in dolomitic shale that are soft and appear weathered and are infillined with mud (from drilling?) - Massive

228.63

231.68C

R-0

68

234.73

CR

-06

9

237.83

CR

-07

0

240.88

CR

-07

1C

R-0

72

DGR4-228.41-AR

DGR4-229.32-PW-UB

DGR4-229.54-DF-UNB

DGR4-229.77-MN-SGS

DGR4-229.88-GM-PL

DGR4-234.32-AR

DGR4-234.56-GM-PS

DGR4-237.95-AR

DGR4-238.92-GM-PL

DGR4-239.07-GM-PL

DGR4-242.78-MN-SGS

231.29

231.88

234.20

238.16

240.27

Page 17

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

243

244

245

246

247

248

249

250

251

252

253

254

255

256

257

-62.0

-63.0

-64.0

-65.0

-66.0

-67.0

-68.0

-69.0

-70.0

-71.0

-72.0

-73.0

-74.0

-75.0

-76 0

Dolomitic Shale - Grey - Locally brecciated and small offsets - Gypsum and anhydrite, veins and nodules - Blocky

Anhydritic Dolostone - Gradational contact, mottled grey/blue anhydrite with interbeds of brecciated dolostone and shale

Dolomitic Shale - Grey/green - Soft - Locally extensively brecciated with tan to brown and grey dolostone clasts in dolomitic shale matrix - Local anhydrite/gypsum veins - Trace laminated to thin gypsum beds

Dolomitic Shale - Grey/green - Locally brecciated with dolostone clasts in dolomitic shale matrix - Anhydrite and gypsum veins and nodules - Diffuse red mottling in bottom 0.4 m

Dolomitic Shale - Green and red - Very slight mouldic porosity near base - Anhydrite/gypsum veins and nodules - Massive

Dolomitic Shale - Red and grey/blue - Very few brecciated zones - Anhydrite and gypsum veins and large pink anhydrite clasts - Blocky

243.93

246.98

CR

-07

3

250.03

CR

-07

4

253.08

CR

-07

5

256.13

CR

-07

6C

R-0

DGR4-243.44-PW-UO

DGR4-243.65-NG-UO

DGR4-244.44-AR

DGR4-244.61-AR

DGR4-245.46-GM-SW

DGR4-246.71-GM-PL

DGR4-246.95-GM-PL

DGR4-252.42-GM-PS

DGR4-252.92-AR

DGR4-253.69-GM-SL

DGR4-255.08-PT

Salina Formation - D Unit

- Light Grey/blue fine-grained anhydritic dolostone

Salina Formation - C Unit

- Grey/blue with trace to some anhydrite and gypsum nodules and veins

245.50

247.30

Page 18

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

258

259

260

261

262

263

264

265

266

267

268

269

270

271

272

76.0

-77.0

-78.0

-79.0

-80.0

-81.0

-82.0

-83.0

-84.0

-85.0

-86.0

-87.0

-88.0

-89.0

-90.0

Dolomitic Shale - Red and blue/grey - Moderately soft to soft - Abundant anhydrite and gypsum veins and nodules - Blocky

Brecciated Argillaceous Dolostone - Tan, fine-grained, brecciated argillaceous dolostone with abundant anhydrite and gypsum veins and nodules (~50%) (262.0-262.6)

Brecciated Dolomitic Shale - Grey/green, medium soft to soft brecciated dolomitic shale with abundant anhydrite and gypsum veins and nodules - Blocky

Brecciated Dolomitic Shale - Grey/green - Medium soft to soft brecciated dolomitic shale with abundant tan argillaceous dolostone and light grey/green dolomitic shale clasts - Abundant anhydrite and gypsum veins and nodules - Blocky

Brecciated Dolomitic Shale - Grey/green - Medium soft to soft brecciated dolomitic shale with abundant tan argillaceous dolostone and light grey/green dolomitic shale clasts - Abundant anhydrite and gypsum veins and nodules - Massive

Brecciated Dolomitic Shale - Grey/green - Medium soft to soft brecciated dolomitic shale with abundant tan argillaceous dolostone and light grey/green dolomitic shale clasts - Abundant anhydrite and gypsum veins and nodules - Massive

259.18

07

7

262.28

CR

-07

8

265.28

CR

-07

9

268.33

CR

-08

0

271.38

CR

-08

1

DGR4-258.95-NG-UO

DGR4-269.48-AR

DGR4-269.66-GM-PL

Salina Formation - B Unit

- Brecciated grey/green dolomitic shale with some to abundant tan argillaceous dolostone with light grey/green dolomitic shale clasts and some to abundant anhydrite and gypsum veins and nodules, bottom of unit is brown to tan dolostone.

262.00

262.58

Page 19

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

273

274

275

276

277

278

279

280

281

282

283

284

285

286

287

-91.0

-92.0

-93.0

-94.0

-95.0

-96.0

-97.0

-98.0

-99.0

-100.0

-101.0

-102.0

-103.0

-104.0

-105.0

Brecciated Dolomitic Shale - Grey/green - Medium soft to soft brecciated dolomitic shale with abundant tan argillaceous dolostone and light grey/green dolomitic shale clasts - Abundant anhydrite and gypsum veins and nodules - Blocky

Brecciated Dolomitic Shale - Grey/green - Medium soft to soft brecciated dolomitic shale with some tan argillaceous dolostone and light grey/green dolomitic shale clasts - Abundant anhydrite and gypsum veins and nodules - Clasts less common - Massive

Brecciated Dolomitic Shale - Grey/green - Medium soft to soft brecciated dolomitic shale with abundant tan argillaceous dolostone and light grey/green dolomitic shale clasts - Some anhydrite and gypsum veins - Massive


274.38

CR

-08

2

277.43

CR

-08

3

280.53

CR

-08

4

283.58

CR

-08

5

286.63

CR

-08

6

DGR4-274.43-AR

DGR4-274.94-GM-PL

DGR4-277.72-AR

DGR4-279.76-GM-SL

DGR4-282.93-PW-UB

DGR4-284.15-PW-UB

DGR4-284.91-GM-CAN

Page 20

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

288

289

290

291

292

293

294

295

296

297

298

299

300

301

-106.0

-107.0

-108.0

-109.0

-110.0

-111.0

-112.0

-113.0

-114.0

-115.0

-116.0

-117.0

-118.0

-119.0

-120.0


Dolostone - Sharp contact at 288.0 - Brown to tan - Trace dark brown to black argillaceous laminae - Trace rough to smooth horizontal fractures - Blocky

Dolostone - Tan to brown - Interlaminated with dark brown laminae - Trace anhydrite veins and nodules, halite infilling in fracture at top of run

Anhydritic Dolostone - Sharp contact at 290.8, mottled to interlaminated whitish-blue anhydrite and brown dolostone; massive with depth with increased anhydrite abundance

Dolostone - Sharp contact - Tan to grey/brown with depth - Very fine-grained and hard - Few black laminae - Moderately pitted over upper 0.4 m - Laminated - Trace to some flat anhydrite/gypsum veins with depth

Dolostone - Brown to light brown at depth - Massive bedded grading to laminated with depth - Very fine-grained to fine-grained - Abundant grey-black argillaceous bituminous laminae - Very slightly porous over upper 50 cm (pits and vugs) - Some gypsum viens, laminated to thin beds and nodules, trace halite cm-thick beds

Dolostone - Interlaminated/bedded greyish brown dolostone and greyish black shale and argillaceous dolostone - Very fine-grained - Trace gypsum veins and laminae to thin beds - Mottled white and brown anhydritic dolostone between 297.2-297.4

Argillaceous Dolostone and Dolomitic Shale - Interbedded grey and dark grey - Very fine-grained - Laminated to thinly bedded - Medium soft - Locally brecciated and massive bedded texture - Trace gypsum/anhydrite nodules; sulphurous odour - Blocky

289.68

CR

-08

7

292.73

CR

-08

8

295.78

CR

-08

9

298.83

CR

-09

0

301 88

CR

-09

1

DGR4-287.62-DF-UNB

DGR4-290.18-GM-PL

DGR4-291.54-AR

DGR4-296.97-PT

DGR4-297.89-GM-PL

DGR4-298.42-AR

DGR4-299.99-GM-PS

Salina Formation - B Unit - Evaporite

- Interbedded to mottled brown dolostone and grey anhydrite

Salina Formation - A2 Unit - Carbonate - Tan to grey, fine-grained, laminated to massive bedded dolostone, argillaceous dolostone,and dolomitic shale interlaminated/interbedded with bituminous laminae, gypsum and anhydrite

288.07

290.80

292.50

298.46

Page 21

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

302

303

304

305

306

307

308

309

310

311

312

313

314

315

316

-121.0

-122.0

-123.0

-124.0

-125.0

-126.0

-127.0

-128.0

-129.0

-130.0

-131.0

-132.0

-133.0

-134.0

Argillaceous Dolostone and Dolomitic Shale - Interlaminated dark and light grey - Very fine-grained; coarse-grained dolostone bed around 303.2 - Medium soft - Trace gypsum veins - Blocky to fractured

Dolomitic Shale - A2 Shale - Gradual transition around 303.3 - Grey - Massive bedded - Moderately hard - Trace gypsum

Dolomitic Shale - Dark grey dolomitic shale

Argillaceous Dolostone and Dolomitic Shale - Interbedded grey argillaceous dolostone and dark grey dolomitic shale - Dolostone is medium soft, shale is soft - Slightly fossiliferous - Strong petroliferous odour along core breaks - Fractured

Argillaceous Dolostone and Dolomitic Shale - Interbedded grey argillaceous dolostone and dark grey dolomitic shale - Argillaceous dolostone is medium soft, shale is soft - Slightly fossiliferous - Trace anhydrite nodule - Healed vertical fracture at 310.0 - Fractured

Dolostone - Tan/grey - Massive bedded or variably thinly bedded - Fine-grained and hard - Trace shale laminae - Trace gypsum and anhydrite veins

Anhydritic Dolostone - Gradual transition - Blue to light grey anhydritic dolostone interbedded with dark grey dolomitic shale and less commonly flat anhydrite veins - White to translucent gypsum veins - Blocky

Anhydritic Dolostone - Mottled to interbedded light grey anhydritic dolostone and grey dolomitic shale - Massive

Dolostone - Gradual transition at 315.1 - Tan grey - Very fine- to fine-grained - Trace dark brown argillaceous bituminous laminae - Petroliferous odour on freshly exposed surfaces- Fractured

301.88

304.93

CR

-09

2

307.98

CR

-09

3

311.03

CR

-09

4

314.08

CR

-09

5C

R-0

96

DGR4-302.73-AR

DGR4-304.05-PW-UO

DGR4-304.56-MN-SGS

DGR4-305.97-GM-CAN

DGR4-306.10-GM-PL

DGR4-307.31-AR

DGR4-311.15-AR

303.28

306.12

310.48

312.55

315.10

Page 22

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

317

318

319

320

321

322

323

324

325

326

327

328

329

330

331

-135.0

-136.0

-137.0

-138.0

-139.0

-140.0

-141.0

-142.0

-143.0

-144.0

-145.0

-146.0

-147.0

-148.0

-149.0

Fractured

Dolostone - Tan to tan/grey with depth - Fine-grained; medium-grained with thin tan fine-grained dolostone over bottom 50 cm - Trace shale laminae/stringers - Slightly porous in medium-grained interval - Trace anhydrite/gypsum veins - Petroliferous odour on fresh breaks - Trace halite infilled horizontal fractures - Fractured

Dolomitic Shale - Sharp contact grey/green, soft and massive

Anhydritic Dolostone - Gradual transition beginning around 320.9 - Mottled light grey to bluish grey anhydrite and brown dolostone - Massive bedded - Locally moderately pitted - Blocky

Anhydritic Dolostone - Mottled light grey to bluish grey anhydrite and brown dolostone - Massive bedded - Hard - Slightly pitted - Dolostone increases in abundance with depth

Dolostone - Laminated - Bituminous - Abundantly vuggy and pitted - Blocky - Blackish/Brown

Argillaceous Dolostone - Tan/grey - Fine-grained - Some irregular to planar shaley laminae - Slightly pitted over bottom 0.4m

Argillaceous Limestone - Grey, thinly bedded with interbeds/laminae of dark grey shale and bituminous shale - Very slightly porous (few vugs, partly filled with calcite), abundantly vuggy and pitted zone between 331.0-331.4 - Few cm-thick zones with healed (shale and pyrite in upper zone) hairline fractures - Blocky

317.13

320.18C

R-0

97

323.23

CR

-09

8

326.28

CR

-09

9

329.33

CR

-10

0C

R-1

01

DGR4-317.44-AR

DGR4-317.83-GM-PL

DGR4-317.85-GM-PL

DGR4-322.68-PW-UB

DGR4-323.00-DF-UNB

DGR4-323.32-AR

DGR4-323.75-AR

DGR4-324.13-GM-PL

DGR4-325.03-AR

Salina Formation - A2 Unit - Evaporite- Mottled light grey/blue anhydritic dolostone

Salina Formation - A1 Unit - Carbonate - Grey to tan/grey argillaceous dolostone interbedded/laminated with grey to black bituminous shale and trace to abundant anhydrite and gypsum

320.18

320.90

326.10

328.13

329.33

Page 23

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

332

333

334

335

336

337

338

339

340

341

342

343

344

345

-150.0

-151.0

-152.0

-153.0

-154.0

-155.0

-156.0

-157.0

-158.0

-159.0

-160.0

-161.0

-162.0

-163.0

-164.0

Argillaceous Limestone - Grey - Interbeds/laminae of black shale - 5 cm-thick slightly porous (vugs) packestone bed near top - Very fine-grained - Soft (shale) to medium soft (argillaceous limestone) - Trace anhydrite veins and nodules, as well as a 5 cm-thick bed of convuluted anhydrite and dolostone laminae in bottom half - Sub-vertical dark grey staining near top of core, 30 cm-long vertical healed (mud) hairline fracture at 334.5 - Slight sulphurous and petroliferous odour - Blocky

Argillaceous Dolostone - Grey - Interbedded with bituminous shale laminae - Very fine-grained calcareous dolostone - Some very thin healed fractures; trace mm- to cm-thick flat gypsum veins and small nodules; trace light grey medium-grained dolostone clasts - Blocky

Anhydritic Dolostone - Grey, anhydritic dolostone, mottled black, grey and white, coarse-grained, hard and interbeds of dark grey argillaceous dolostone

Argillaceous Dolostone - Interbedded with irregular black bituminous shale laminae - Fine-grained - Hard - Trace moderately vuggy zones with partial infilling with coarsely crystalline dolomite - Some to abundant anhydrite/gypsum veins that increase in abundance with depth and give core brecciated appearance - Trace mostly horizontal fractures partly infilled with dolomite - Blocky

Argillaceous Dolostone - Dark grey - Interbedded with abundant irregular bituminous shale laminae - Very fine-grained - Abundantly vuggy with partial infilling with very fine-grained dolomite from 343.1-343.7 - Abundant dolomite, calcite and anhydrite/gypsum veins that give brecciated appearance in places - Fractured

Argillaceous Dolostone - Brownish black to grey - Calcareous - Interbedded with common black bituminous shale laminae - Very fine-grained - Hard - Some mm- to cm-thick, flat, white, fibrous very thin anhydrite and gypsum veins

332.38

335.43

CR

-10

2

338.48

CR

-10

3

341.53

CR

-10

4

344.58

CR

-10

5C

DGR4-332.13-AR

DGR4-335.71-MN-SGS

DGR4-337.11-DF-UNB

DGR4-337.43-AR

DGR4-337.72-GM-PL

DGR4-337.78-GM-PL

DGR4-342.65-AR

335.43

338.50

338.90

Page 24

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

346

347

348

349

350

351

352

353

354

355

356

357

358

359

360

-165.0

-166.0

-167.0

-168.0

-169.0

-170.0

-171.0

-172.0

-173.0

-174.0

-175.0

-176.0

-177.0

-178.0

179 0

- Blocky

Argillaceous Dolostone - Grey brown - Interbedded/laminated with dark grey to black bituminous shale laminae - Trace gypsum/anhydrite veins - Massive

Argillaceous Dolostone - Brownish grey to dark grey with depth - Interbedded with dark grey to black bituminous shale laminae that increase in abundance near base of core - Fine-grained - Trace anhydrite/gypsum veins - Strong petroliferous odour - Massive

Dolostone - Dark brownish grey to dark grey - Interlaminated/bedded with abundant dark grey/black bituminous shale laminae - Trace anhydrite/gypsum veins - Strong petroliferous odour - Blocky

Argillaceous Dolostone - Dark brownish grey to dark grey - Interlaminated/bedded with abundant dark grey/black bituminous shale laminae - Trace anhydrite/gypsum veins - Strong petroliferous odour - Massive

Argillaceous Dolostone - Dark brownish grey to dark grey - Interlaminated/bedded with abundant dark grey/black bituminous shale laminae - Strong petroliferous odour - Massive

347.63

CR

-10

6

350.68

CR

-10

7

353.73

CR

-10

8

356.78

CR

-10

9

359.83

CR

-11

0

DGR4-347.29-GM-PL

DGR4-347.50-AR

DGR4-351.75-PW-UO

DGR4-352.00-GM-PS

DGR4-352.33-AR

DGR4-354.06-GM-PL

DGR4-355.73-AR

DGR4-357.85-PW-UO

Page 25

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

361

362

363

364

365

366

367

368

369

370

371

372

373

374

375

-179.0

-180.0

-181.0

-182.0

-183.0

-184.0

-185.0

-186.0

-187.0

-188.0

-189.0

-190.0

-191.0

-192.0

-193.0

Argillaceous Dolostone - Grey - Interbedded/laminated with brown to black bituminous shale laminae - Trace anhydrite/gypsum veins - Blocky

Argillaceous Dolostone - Grey to brown with depth - Interbedded/laminated with dark brown to black bituminous shale laminae - Heavily petroliferous around 367.0 - Massive

Anhydritic Dolostone - Massive to faintly laminated light grey/blue anhydritic dolostone - Fine to very fine-grained - Massive

Anhydritic Dolostone - Light grey/blue anhydrite and brown dolostone - Massive to faintly laminated - Fine-grained to very fine-grained - Massive

Dolostone - Gradual contact beginning at 371.8 - Interlaminated greyish-brown dolostone and light grey anhydritic dolostone

Dolostone - Interlaminated grey to brownish-grey dolostone and blackish-brown bituminous argillaceous dolostone - Massive bedded texture near base - Fine-grained becoming medium-grained with depth - Calcareous - Trace stylolites - Solid

362.88

CR

-11

1

365.93

CR

-11

2

368.98

CR

-11

3

372.03

CR

-11

4

375.08

CR

-11

5

DGR4-362.04-PT

DGR4-362.25-AR

DGR4-367.90-PW-UO

DGR4-368.09-PW-UB

DGR4-368.39-MN-SGS

DGR4-369.43-PW-UB

DGR4-370.47-AR

DGR4-372.82-GM-PL

Salina Formation - A1 Unit - Evaporite

- Mottled to thinly bedded light grey/blue anhydrite, anhydritic dolostone and brown dolostone

Salina Formation - A0 Unit - Dark brown to black, fine-grained, thinly laminated, bituminous dolostone

366.80

371.80

Page 26

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

376

377

378

379

380

381

382

383

384

385

386

387

388

389

390

-194.0

-195.0

-196.0

-197.0

-198.0

-199.0

-200.0

-201.0

-202.0

-203.0

-204.0

-205.0

-206.0

-207.0

-208.0

Dolostone - Brown and grey, vuggy and pitted and massive bedded - Brown dolostone is medium-grained and is in matrix of light grey very fine-grained dolostone - Calcareous and hard - Porous (abundant vugs and pits; commonly partly infilled with calcite/dolomite) but less so over bottom quarter of core run - Few mudstone clasts and irregular shale laminae over bottom 0.4m of run - Massive

Dolostone - Brownish-grey to grey after 0.2 m - Massive bedded with few interbeds/laminae of planar to irregular black shale; brecciated appearance between 378.6 - 379.2 due to abundant hairline fractures infilled with dolomite - Fine- and very-fine grained, locally sucrosic and hard - Slightly porous (vugs, some infilled with dolomite crystals); abundantly porous zone (vugs and pits) between 379.2- 379.6 - Blocky

Dolostone - Gradational contact at 380.5 - Grey to light and dark grey - Faintly irregularly bedded to massive bedded - Very fine-grained - Hard - Trace stylolites - Massive

Dolostone - Grey - Faint bedding - Fine-grained - Trace stylolites - Blocky

Dolostone - Grey with faint dark grey argillaceous laminae and few localized brown bituminous laminae - Fine-grained - Hard - Massive

Dolostone - Grey with faint dark grey argillaceous laminae and few localized brown bituminous laminae - Fine-grained - Hard - Massive

378.13

CR

-11

6

381.18

CR

-11

7

384.23

CR

-11

8

387.28

CR

-11

9C

R-1

20

DGR4-375.50-AR

DGR4-375.59-GM-PL

DGR4-383.03-GM-PS

DGR4-383.72-AR

DGR4-386.31-PW-UO

DGR4-386.49-MN-SGS

DGR4-387.42-DF-UNB

DGR4-388.47-AR

Guelph Formation

- Brown, very fine to medium-grained, vuggy dolostone

Goat Island Formation

- Light to dark grey/brown, very fine-grained dolostone

375.60

380.50

Page 27

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

390

391

392

393

394

395

396

397

398

399

400

401

402

403

404

-209.0

-210.0

-211.0

-212.0

-213.0

-214.0

-215.0

-216.0

-217.0

-218.0

-219.0

-220.0

-221.0

-222.0

-223.0

Dolostone - Grey with faint dark grey argillaceous laminae and trace localized brown bituminous laminae and blebs - Fine-grained - Hard - Massive

Dolostone - Grey with faint dark grey argillaceous laminae and trace localized brown bituminous laminae and blebs - Very fine-grained - Very hard - Trace stylolites - Massive

Dolostone - Grey with faint dark grey argillaceous laminae and trace localized brown bituminous laminae and blebs - Very fine-grained to fine-grained - Very hard - Trace stylolites - Massive

Dolomitic Limestone - Light to medium grey with dark grey wavy argillaceous laminae and brown irregular bituminous laminae and blebs - Slightly pitted core starting around 401.4 and increasing in abundance with depth - Trace stylolites - Massive

Dolomitic Limestone - Grey with diffuse brown patches over bottom half - Massive bedded with irregular black laminae/stylolites - Fine- to coarse-grained - Slightly pitted over bottom quarter (pits) - Blocky

390.33

393.38

CR

-12

1

396.43

CR

-12

2

399.48

CR

-12

3

402.53

CR

-12

4C

R-1

25

DGR4-393.49-GM-CAN

DGR4-393.70-AR

DGR4-398.41-GM-PL

DGR4-398.63-PT

DGR4-398.81-AR

DGR4-403.20-AR

Gasport Formation

- Blue/white/grey, fine to coarse-grained, dolomitic limestone

399.10

Page 28

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

405

406

407

408

409

410

411

412

413

414

415

416

417

418

419

-224.0

-225.0

-226.0

-227.0

-228.0

-229.0

-230.0

-231.0

-232.0

-233.0

-234.0

-235.0

-236.0

-237.0

Dolostone - Light grey to grey with diffuse grey and brownish grey beds and blebs - Fine-grained - cm-size round white mudstone clasts and trace stylolites after 407.1 - Massive

Dolostone - Light brownish-grey with faint grey diffuse laminae and bituminous blebs, fine-grained - Trace small angular white mm-size mudstone clasts - Massive

Shale - Green, reddish green and red shale - Massive bedded - Moderately soft - Grey carbonate zone with faint dark green to black shale laminae between 412.2 - 412.4 - Rough horizontal fracture at 413.3 infilled with halite crystals - Blocky

Shale - Red with trace green zones and blebs - Massive bedded - Moderately soft - Solid

Shale - Red with trace green zones and blebs - Massive bedded - Moderately soft - Solid

405.58

408.63

CR

-12

6

411.68

CR

-12

7

414.73

CR

-12

8

417.78

CR

-12

9C

R-1

30

DGR4-408.22-AR

DGR4-408.37-GM-PL

DGR4-408.50-GM-PL

DGR4-413.18-AR

DGR4-414.78-GM-PL

DGR4-414.88-GM-PL

DGR4-417.51-AR

DGR4-417.85-NG-UO

DGR4-418.95-PW-UO

Lions Head Formation

- Light grey to grey/brown, fine to very fine-grained dolostone

Fossil Hill Formation

- Light to medium brownish grey coarse-grained dolostone with styolites

Cabot Head Formation - Green and red shale grading to interbedded fossiliferous grey carbonate and shale

405.60

410.00

411.50

Page 29

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

420

421

422

423

424

425

426

427

428

429

430

431

432

433

434

-238.0

-239.0

-240.0

-241.0

-242.0

-243.0

-244.0

-245.0

-246.0

-247.0

-248.0

-249.0

-250.0

-251.0

-252.0

Shale - Red with trace green zones and blebs - Massive bedded - Moderately soft - Massive

Shale - Green to bluish/green with trace red zones and blebs - Massive bedded - Moderately soft - Trace cm-thick medium- to coarse-grained grey carbonate beds with shale clasts - Massive

Interbedded Shale and Carbonate Beds - Reddish-green shale grading shortly to bluish green shale - Interbeds of 3-5 cm-thick bioclastic grey limestone/dolostone with depth - Massive

Interbedded Shale and Carbonate beds - Reddish-green shale grading shortly to bluish green shale - Interbeds of 3-5 cm-thick bioclastic grey limestone/dolostone with depth

Interbedded Shale and Carbonate Beds - Interbedded green to reddish-green shale and grey limestone - Shale is massive bedded - Limestone/dolostone interbeds are cm- to 10's of cm-thick, fossilferous (crinoids), bioturbated, trace contain irregular green shale laminae, medium soft - Massive

Interbedded Shale and Carbonate Beds - Interbedded green shale and grey limestone - Shale is massive bedded - Limestone/dolostone interbeds are cm- to 10's cm-thick, fossilferous (bryozoans),locally bioturbated, trace contain irregular green shale laminae, increase in abundance with depth - Medium soft - Massive

420.83

423.88

CR

-13

1

426.93

CR

-13

2

429.73

CR

-13

3

429.98

CR

-13

4

433.03

CR

-13

5

DGR4-420.37-GM-SW

DGR4-421.70-NG-UO

DGR4-422.21-PW-UB

DGR4-422.43-DF-UNB

DGR4-425.09-NG-UO

DGR4-426.19-AR

DGR4-426.43-GM-PS

DGR4-428.16-GM-SL

DGR4-429.41-AR

DGR4-430.55-GM-PL

DGR4-430.63-GM-PL

427.26

Page 30

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

435

436

437

438

439

440

441

442

443

444

445

446

447

448

-253.0

-254.0

-255.0

-256.0

-257.0

-258.0

-259.0

-260.0

-261.0

-262.0

-263.0

-264.0

-265.0

-266.0

-267.0

Limestone - Fossiliferous (bryozoans) with trace grey dolostone interbeds (435.7-436.1)

Interbedded Shale and Limestone - Interbedded blue to grey shale light grey to grey fossiliferous limestone - Slightly fossiliferous (bryozoans)

Interbedded Shale and Dolostone - Mottled to interbedded bluish-greenish grey shale and bluish-grey argillaceous dolostone - Shale decreases to absent with depth - Dolostone is fine- to medium-grained and fossiliferous (bryozoans) - Few stylolites - Some chert nodules and layers - Blocky

Cherty Dolostone - Speckled grey and dark grey dolostone with abundant irregular dark grey argillaceous laminae; few green shale beds over bottom third of core - Fine- to coarse-grained - Trace chert nodules near base - Stylolitic to 443.6

Interbedded Shale and Dolostone - Interlaminated grey dolostone and green shale; dolostone declines in abundance to absent at 446.3 - Smooth horizontal fracture at 445.3 ; infilling appears to be washed out; smooth horizontal fracture at 445.8 with anhydrite infilling; sub-vertical fracture extends from 446.0 to 446.7 - Blocky

Shale - Diffuse contact at 446.3 (contact better seen on broken piece of core) - Red/maroon with green mottling - Massive bedded - Trace thin carbonate beds - Medium soft - Massive

ShaleRed/maroon with green blebs beds and diffuse zones

436.08

CR

-13

6

439.13

CR

-13

7

442.18

CR

-13

8

445.23

CR

-13

9

448.28

CR

-14

0

DGR4-434.80-AR

DGR4-436.20-GM-CAN

DGR4-439.28-AR

DGR4-439.66-GM-PL

DGR4-441.78-PT

DGR4-442.58-PW-UO

DGR4-442.74-MN-SGS

DGR4-445.42-AR

Manitoulin Formation

- Grey,very fine to medium-grained, fossiliferous, mottled argillaceous to non-argillaceous dolostone with grey/green shale interbeds and chert layers/nodules

Queenston Formation

- Red to maroon, massive bedded, calcareous to non-calcareous shale with subordinate interbeds of green shale, and grey/brown carbonates and siltstone

435.70

442.18

445.10

446.30

Page 31

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

449

450

451

452

453

454

455

456

457

458

459

460

461

462

463

-268.0

-269.0

-270.0

-271.0

-272.0

-273.0

-274.0

-275.0

-276.0

-277.0

-278.0

-279.0

-280.0

-281.0

282 0

- Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Trace carbonate beds - Medium soft - Solid

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Trace thin carbonate beds - Medium soft - Solid

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Trace thin carbonate beds - Medium soft - Massive

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive - Trace thin carbonate beds - Trace smooth flat fracture infilled with anhydrite - Medium soft - Massive

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Trace thin carbonate beds - Medium soft - Massive

451.33

CR

-14

1

454.38

CR

-14

2

457.43

CR

-14

3

460.48

CR

-14

4

463.53

CR

-14

5

DGR4-449.98-GM-PL

DGR4-450.86-NG-UO

DGR4-451.08-AR

DGR4-451.41-GM-SL

DGR4-453.11-AR

DGR4-453.33-GM-PS

DGR4-454.85-GM-CAN

DGR4-456.41-MN-SGS

DGR4-457.53-AR

DGR4-459.35-GM-PL

DGR4-460.78-AR

DGR4-460.99-GM-CAN

Page 32

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

464

465

466

467

468

469

470

471

472

473

474

475

476

477

478

-282.0

-283.0

-284.0

-285.0

-286.0

-287.0

-288.0

-289.0

-290.0

-291.0

-292.0

-293.0

-294.0

-295.0

-296.0

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Medium soft - Massive - Calcareous - Trace thin carbonate beds

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive - Medium soft - Pink anhydrite nodules in green shale zones - Massive

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Medium soft - Pink anhydrite nodules in green shale zones - Massive

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Medium soft - Localized pink anhydrite nodules - Massive

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Medium soft - Trace grey, fine-grained 1 cm-thick carbonate beds - Localized pink anhydrite nodules - Trace fractures; one with slickensides - Massive

466.58

CR

-14

6

469.63

CR

-14

7

472.68

CR

-14

8

475.73

CR

-14

9C

R-1

50

DGR4-465.87-AR

DGR4-467.98-GM-PL

DGR4-468.92-PT

DGR4-469.13-PW-UO

DGR4-469.29-MN-SGS

DGR4-472.46-AR

DGR4-472.78-PW-UB

DGR4-473.72-GM-PS

DGR4-477.43-GM-PL

DGR4-477.61-AR

DGR4-477.87-GM-CAN

Page 33

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

479

480

481

482

483

484

485

486

487

488

489

490

491

492

493

-297.0

-298.0

-299.0

-300.0

-301.0

-302.0

-303.0

-304.0

-305.0

-306.0

-307.0

-308.0

-309.0

-310.0

-311.0

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Medium soft - Localized pink anhydrite nodules - Trace horizontal smooth fractures; one with infilling of clear mineral that has been partially washed out - Massive

Shale - Red/maroon with bluish-green blebs, beds and diffuse zones grading to all bluish-green with depth - Massive bedded - Medium soft - Grey carbonate cm- to 5 cm-thick interbeds; constitute 50% between 483.5-487.1 - Localized pink anhydrite nodules - Solid

Interbedded Shale and Limestone - Shale is greyish/green grading to red with green blebs and diffuse zones - Massive bedded - Carbonate interbeds are grey, cm to 5 cm-thick fossiliferous (bryzoans) - Medium soft - One fracture at 485.0 with anhydrite infilling - massive

Interbedded Shale and Limestone - Shale is red/maroon with green blebs and beds grading to green and greenish/blue - Massive bedded - Medium soft - Carbonate interbeds are grey, cm to 5 cm-thick fossiliferous (bryzoans) - Massive

Interbedded Shale and Limestone - Red/maroon, massive bedded, medium soft, calcareous shale grading shortly to massive bedded green calcareous shale with carbonate interbeds - Massive

Interbedded Shale and Limestone - Carbonate interbeds are grey, medium- to coarse-grained, abundantly fossiliferous (brachiopods) - Carbonate beds with subordinate green shale interbeds compose bottom half of core

478.78

481.83C

R-1

51

484.88

CR

-15

2

487.93

CR

-15

3

490.98

CR

-15

4C

R-1

55

DGR4-479.25-GM-CAN

DGR4-481.50-MSC

DGR4-482.79-MN-SGS

DGR4-483.69-GM-SW

DGR4-484.50-GM-CAN

DGR4-484.97-GM-SL

DGR4-485.67-AR

DGR4-485.87-DF-UNB

DGR4-489.92-GM-PL

484.88

Page 34

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

493

494

495

496

497

498

499

500

501

502

503

504

505

506

507

-312.0

-313.0

-314.0

-315.0

-316.0

-317.0

-318.0

-319.0

-320.0

-321.0

-322.0

-323.0

-324.0

-325.0

-326.0

bottom half of core

Interbedded Shale and Limestone - Green calcareous shale and interbeds of grey, fine-grained, fossiliferous (brachiopods) limestone, hard - 70 cm-long mm-thick smooth vertical fracture with halite infilling extends from 496.0-496.7 - Massive

Interbedded Shale and Limestone - Greyish/green shale interbedded with light grey carbonate interbeds - Shale is massive bedded, calcareous, locally contains elongate (mm-long) limestone nodules - Blocky - Medium soft (shale) to hard (carbonate)

Interbedded Shale and Limestone - Greyish/green shale interbedded with light grey carbonate interbeds - Shale is massive bedded and calcareous - Carbonate interbeds are very fine-grained to coarse-grained and trace are fossiliferous - Blocky - Medium soft (shale) to hard (carbonate)

Interbedded Shale and Limestone - Grey/green shale, with trace red shale, interbedded with light grey carbonate interbeds - Shale is massive bedded and calcareous - Carbonate interbeds are very fine-grained to coarse-grained and trace are fossiliferous (brachiopods), and locally are abundant - 3 mm-thick halite bed partially washed out at 505.1 - Massive - Medium soft (shale) to hard (carbonate)

Interbedded Shale and Limestone - Light grey limestone interbedded with subordinate greyish/green shale that increases in abundance with depth to massive bedded red and green shale after 508.5 - Trace limestone interbeds are abundantly fossiliferous (bioclastic packestones) - Blocky - Medium soft (shale) to hard (limestone)

494.03

497.08

CR

-15

6

500.13

CR

-15

7

503.18

CR

-15

8

506.23

CR

-15

9C

R-1

DGR4-493.30-AR

DGR4-493.51-NG-UO

DGR4-493.88-GM-CAN

DGR4-497.44-AR

DGR4-497.57-GM-PL

DGR4-501.76-AR

DGR4-503.77-GM-PS

DGR4-505.22-AR

DGR4-506.67-GM-CAN

DGR4-507.32-GM-CAN

DGR4-507.65-GM-PL

Page 35

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

508

509

510

511

512

513

514

515

516

517

518

519

520

521

522

-327.0

-328.0

-329.0

-330.0

-331.0

-332.0

-333.0

-334.0

-335.0

-336.0

-337.0

-338.0

-339.0

-340.0

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Hard - Calcareous - Common pink anhydrite nodules - Dessication cracks on broken core surfaces - Solid

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Hard - Calcareous - Rare pink anhydrite nodules - Dessication cracks on broken core surfaces - Massive

Shale - Red/maroon with green blebs, beds and diffuse zones - Massive bedded - Hard - Calcareous - Grey bioclastic carbonate beds, increase in abundance with depth to abundant - Trace pink anhydrite nodules - Dessication cracks on broken core surfaces - Solid

Shale - Red/maroon with green blebs, beds and diffuse zones - Calcareous to non-calcareous - Trace grey limestone interbeds - Massive - Hard

Interbedded Shale and Limestone - Gradational contact at 519.3 - Greyish-green shale interbedded with grey limestone - Shale is massive bedded with local low-angle cross-lamination, medium soft - Limestone interbeds are cm's-thick, fossilferous and locally bioturbated, hard - Massive

509.28

16

0

512.33

CR

-16

1

515.38

CR

-16

2

518.43

CR

-16

3

521.48

CR

-16

4

DGR4-508.95-PW-UO

DGR4-510.88-MN-SGS

DGR4-513.75-AR

DGR4-514.92-MSC

DGR4-515.65-GM-PL

DGR4-516.63-AR

DGR4-516.89-DF-UNB

DGR4-520.12-AR

DGR4-520.42-PW-UB

DGR4-521.62-GM-PS

Georgian Bay Formation

- Dark greenish/grey shale, interbedded (decreasing abundance with depth) with grey fossiliferous limestone and siltstone beds

508.49

519.30

Page 36

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

523

524

525

526

527

528

529

530

531

532

533

534

535

536

537

-341.0

-342.0

-343.0

-344.0

-345.0

-346.0

-347.0

-348.0

-349.0

-350.0

-351.0

-352.0

-353.0

-354.0

-355.0

Interbedded Shale and Limestone - Grey shale interbedded with light grey limestone - Shale is thinly bedded, locally contains limestone clasts, medium soft - Limestone is thinly bedded, hard, fossiliferous (brachiopods) - Blocky

Interbedded Shale and Limestone/Siltstone - Greenish/grey shale interbedded with light grey limestone and grey siltstone - Shale is thinly bedded, calcareous, locally contains limestone clasts, medium soft - Limestone is thinly bedded, trace beds are coarse-grained, locally contain cross-stratification, fossiliferous (brachiopods, crinoids), locally bioturbated, and hard - Siltstone beds are thinly bedded, calcareous and are locally low-angle cross-laminated, and hard - Massive

Interbedded Shale and Limestone/Siltstone - Greenish/grey shale interbedded with light grey limestone and greenish-grey siltstone - Shale is thinly bedded and calcareous, medium soft - Limestone is thinly bedded, medium-grained; fossiliferous and hard, locally bioturbated, 0.15 m-thick coarse-grained bed with large shale clast at 529.8 - Massive

Interbedded Shale and Limestone/Siltstone - Greenish/grey shale interbedded with light grey limestone and grey siltstone - Shale is thinly bedded, medium soft - Limestone is thinly bedded, coarse-grained, fossiliferous, bioturbated, and hard - Massive

Interbedded Shale and Limestone/Siltstone - Greenish/grey shale interbedded with light grey limestone and grey siltstone - Shale is thinly bedded, medium soft - Limestone is thinly bedded, coarse-grained, sparsely fossiliferous (brachiopods), and hard - Thinly bedded siltstone is locally hummocky cross-stratified - Bedding contacts are planar to irregular - Trace pyrite flecks around 536.1, anhydrite nodule at base of core - Massive

Interbedded Shale and Limestone/Siltstone - Green shale interbedded with subordinate greenish/grey siltstone

524.53

CR

-16

5

527.58

CR

-16

6

530.63

CR

-16

7

533.68

CR

-16

8

536.73

CR

-16

9

DGR4-524.69-AR

DGR4-525.78-GM-CAN

DGR4-527.56-GM-PL

DGR4-531.19-AR

DGR4-532.45-GM-SL

DGR4-532.98-NG-UO

DGR4-533.95-AR

DGR4-534.50-GM-PL

DGR4-535.71-GM-CAN

DGR4-536.03-GM-CAN

Page 37

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

538

539

540

541

542

543

544

545

546

547

548

549

550

551

-356.0

-357.0

-358.0

-359.0

-360.0

-361.0

-362.0

-363.0

-364.0

-365.0

-366.0

-367.0

-368.0

-369.0

-370.0

and grey limestone - Thinly bedded - Limestone is fine- to medium-grained, trace beds are abundantly fossiliferous (brachiopods) - 0.5 mm-thick halite infilled fracture at 538.1 (horizontal) - Medium soft shale and hard limestone and siltstone - Solid

Interbedded Shale and Limestone/Siltstone - Green shale interbedded with subordinate greenish/grey siltstone and grey limestone - Thinly bedded - Limestone is fine- to medium-grained; trace beds are abundantly fossiliferous (brachiopods) - Medium soft shale and hard limestone/siltstone - Massive

Interbedded Shale and Limestone/Siltstone - Green medium soft shale interbedded with subordinate greenish/grey siltstone and grey limestone - Thin to medium bedded - Limestone is fine to medium-grained, trace beds are abundantly fossiliferous (brachiopods, crinoids, amphipora?) and hard - Core breaks (disks) into 2-10 cm-thick pieces - Massive

Interbedded Shale and Limestone/Siltstone - Dark green shale - Only 0.6 m recovered

Interbedded Shale and Limestone/Siltstone - Green medium soft shale interbedded with subordinate greenish-grey siltstone and grey limestone - All are thin to medium bedded - Limestone is fine- to medium-grained, trace beds are abundantly fossiliferous (brachiopods, crinoids, amphipora?) and hard - Core disks into 2-10 cm-thick pieces - Massive

539.78

CR

-17

0

542.83

CR

-17

1

545.88

CR

-17

2

548.93

CR

-17

3

551 98

CR

-17

4

DGR4-538.65-PT

DGR4-539.39-MN-SGS

DGR4-541.12-AR

DGR4-542.45-GM-CAN

DGR4-544.25-GM-PS

DGR4-545.80-GM-CAN

DGR4-549.21-PW-UO

DGR4-549.37-AR

DGR4-550.32-PW-UO

DGR4-550.54-PW-UO

DGR4-550.75-PW-UO

DGR4-550.95-PW-UO

DGR4-551.55-GM-PL

551 98Page 38

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

552

553

554

555

556

557

558

559

560

561

562

563

564

565

566

-371.0

-372.0

-373.0

-374.0

-375.0

-376.0

-377.0

-378.0

-379.0

-380.0

-381.0

-382.0

-383.0

-384.0

385 0

Shale - Green medium soft shale with trace interbeds of hard greenish-grey siltstone and grey limestone - All are thin to medium bedded - Limestone is fine- to medium-grained; few beds are abundantly fossiliferous (brachiopods, crinoids, amphipora?) - Core disks into 2-10 cm-thick pieces - Massive

Shale - Green medium soft shale with trace interbeds of hard greenish-grey siltstone and grey limestone - Shale is thin to medium bedded; limestone and siltstone are thin bedded - Limestone is fine- to medium-grained and fossiliferous (brachiopods, crinoids, amphipora?) - Core disks into 2-10 cm-thick pieces, but less so over bottom of core - Massive

Shale - Green shale with trace interbeds of greenish-grey siltstone and grey limestone - Shale is thin to medium bedded medium soft; limestone and siltstone are thin bedded and hard - Limestone is dominantly fine- to medium-grained and less commonly coarse-grained; fossiliferous (brachiopods, crinoids, amphipora?) - Low-angle cross-lamination in trace siltstone beds - Trace anhydrite nodules - 0.5 mm-thick halite infilled vertical fracture from 559.4-559.6 - Some core disking into 2-10 cm-thick pieces - Massive

Shale - Greenish/grey shale with trace grey limestone and siltstone beds - Shale is thin to medium bedded medium soft; limestone and siltstone are thin bedded - Limestone is coarse-grained, fossiliferous, and is slightly porous (few cm-diameter vugs partly infilled with calcite) - Siltstone beds locally contain shale clasts and are locally hummocky cross-laminated - Trace anhydrite nodules and few pyrite flecks - Massive to blocky

Shale - Greenish/grey shale with trace grey limestone and siltstone beds - Shale is thin to medium bedded, medium soft, limestone and siltstone are thin bedded - Limestone is coarse-grained and fossiliferous - Siltstone beds are locally hummocky cross-laminated - Partly washed out halite infilled fracture at 564.8 - Core disks easily and abundantly into 2-10 cm-thick pieces - Massive

551.98

555.03

CR

-17

5

558.08

CR

-17

6

561.13

CR

-17

7

564.18

CR

-17

8C

R-1

79

DGR4-552.47-GM-CAN

DGR4-552.71-AR

DGR4-553.49-MN-SGS

DGR4-553.61-GM-PS

DGR4-555.60-MSC

DGR4-556.28-GM-PL

DGR4-556.93-AR

DGR4-559.70-DF-UNB

DGR4-561.29-AR

DGR4-561.89-GM-SW

DGR4-563.09-GM-PL

DGR4-563.40-GM-CAN

DGR4-566.37-AR

551.98

Page 39

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

567

568

569

570

571

572

573

574

575

576

577

578

579

580

581

-385.0

-386.0

-387.0

-388.0

-389.0

-390.0

-391.0

-392.0

-393.0

-394.0

-395.0

-396.0

-397.0

-398.0

-399.0

Shale - Greenish/grey shale with trace light grey limestone and grey siltstone beds - Shale is thin to medium bedded, medium soft, limestone and siltstone are thin bedded and hard - Limestone is coarse-grained, abundantly fossiliferous (trace beds are bioclastic grainstone beds), and is slightly porous (few cm-diameter vugs partly infilled with calcite) - Core disks easily and abundantly - Blocky

Shale - Greenish/grey shale with trace light grey limestone beds - Shale is thin to medium bedded, medium soft, limestone is thin bedded, coarse-grained and fossiliferous, hard - Very narrow clean fracture between 572.8-573.0 - Massive

Shale - Greenish/grey shale with trace light grey to grey siltstone and limestone beds - Shale is thin to medium bedded, medium soft - Limestone is thin bedded, coarse-grained, fossiliferous and hard - Siltstone is thin bedded and hard - Core disks easily and abundantly into 2-10 cm-thick pieces - Massive

Shale - Greenish/grey shale with trace light grey to grey siltstone and limestone beds - Shale is thin to medium bedded and medium soft - Limestone is thin bedded, coarse-grained, fossiliferous (brachiopods, crinoids) and hard - Siltstone is thin bedded and hard - Core disks easily and abundantly into 2-10 cm-thick pieces - Massive

Shale - Greenish/grey shale with trace light grey to grey siltstone and limestone beds - Shale is thin to medium bedded, medium soft - Limestone is thin bedded and fine-grained and hard - Siltstone is thin bedded and hard - Core disks easily and abundantly into 2-10 cm-thick pieces - Massive

567.23

570.28C

R-1

80

573.33

CR

-18

1

576.38

CR

-18

2

579.43

CR

-18

3C

R-1

84

DGR4-569.33-GM-PS

DGR4-570.96-AR

DGR4-571.23-AR

DGR4-572.78-NG-UO

DGR4-573.89-MSC

DGR4-575.14-PT

DGR4-576.74-GM-PL

DGR4-577.58-AR

DGR4-578.47-GM-CAN

DGR4-580.04-AR

Page 40

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

582

583

584

585

586

587

588

589

590

591

592

593

594

595

596

-400.0

-401.0

-402.0

-403.0

-404.0

-405.0

-406.0

-407.0

-408.0

-409.0

-410.0

-411.0

-412.0

-413.0

-414.0

Shale - Greenish/grey shale with trace light grey to grey siltstone and limestone beds - Shale is thin to medium bedded and medium soft - Limestone is thin bedded and fine-grained, and hard - Siltstone is thin bedded and hard - Massive

Shale - Greenish/grey shale with trace light grey to grey siltstone and limestone beds - Shale is thin to medium bedded and medium soft - Limestone is thin bedded, fine-grained and hard - Siltstone is thin bedded and hard - Core disking not as prevalent as previous runs

Shale - Grey shale with trace light grey siltstone interbeds - Shale is thin to medium bedded, medium soft - Siltstone is thin bedded and hard - Slightly fossilferious (bivalves) - 0.5 mm-thick halite infilled horizontal fracture at 588.6 - Massive

Shale - Grey medim soft shale with trace cm-thick hard siltstone interbeds - Slightly fossiliferous (bivalves) - Blocky

Shale - Grey medium soft shale with trace cm-thick hard siltstone interbeds with calcite bioclasts in trace beds - Massive

582.48

585.53

CR

-18

5

588.58

CR

-18

6

591.63

CR

-18

7

594.68

CR

-18

8C

DGR4-582.60-GM-PL

DGR4-582.65-GM-CAN

DGR4-583.27-GM-CAN

DGR4-584.26-GM-CAN

DGR4-586.92-AR

DGR4-588.02-GM-PL

DGR4-589.74-AR

DGR4-592.38-GM-SL

DGR4-592.70-AR

DGR4-595.38-PW-UO

DGR4-595.58-MN-SGS

DGR4-595.90-DF-UNB

Page 41

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

596

597

598

599

600

601

602

603

604

605

606

607

608

609

610

-415.0

-416.0

-417.0

-418.0

-419.0

-420.0

-421.0

-422.0

-423.0

-424.0

-425.0

-426.0

-427.0

-428.0

-429.0

Shale - Grey medium soft shale with trace thin interbeds of light grey hard siltstone - Trace shale beds with limestone clasts - Blocky to fractured

Shale - Grey medium soft shale with thin light grey hard siltstone interbeds - Calcite nodules in shale bed near top (infilled burrows?)

Shale - Grey, medium soft - Massive with trace thin hard siltstone interlaminae - 1 mm-thick halite infilled fracture at 602.2 - Slight petroliferous odour on fracture surfaces over bottom part of run - Moderate core disking into 2-10 cm-thick pieces - fractured to blocky

Shale - Grey - Massive bedded with trace siltstone laminae - Fossils/infilled burrows at base of run - Moderate core disking into 2-10 cm-thick pieces - Massive

Shale - Grey, medium soft - Trace light grey hard siltstone interbeds - Moderate core disking into 2-10 cm-thick pieces - Massive

Shale - Grey, medium soft - Trace thin interbeds of fossiliferous (crinoids), hard, limestone and siltstone - Massive

Shale - Gradational contact at 608.0 - Grey - Trace thin interbeds of fossiliferous limestone and siltstone - Core disking into 2-10 cm-thick pieces - Soft - Blocky

Shale - Grey - Some thin interbeds of fossiliferous limestone and siltstone

C di ki 2 10 thi k i

597.73

CR

-18

9

600.18

CR

-19

0

600.78

CR

-19

1

603.83

CR

-19

2

605.33

CR

-19

3

606.88

CR

-19

4

609.93

CR

-19

5

DGR4-596.25-GM-PL

DGR4-596.73-MSC

DGR4-600.35-NG-UO

DGR4-600.60-GM-CAN

DGR4-601.22-AR

DGR4-603.96-GM-CAN

DGR4-604.58-GM-PS

DGR4-604.92-AR

DGR4-605.49-GM-CAN

DGR4-605.76-GM-PL

DGR4-606.28-MN-SGS

DGR4-607.61-GM-CAN

DGR4-609.61-PW-UB

DGR4-610.48-PW-UB

Blue Mountain Formation

- Green/blue to blue/grey to grey with depth, fossiliferous shale interbedded with siltstone and fossiliferous limestone in upper part of formation

608.00

Page 42

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

611

612

613

614

615

616

617

618

619

620

621

622

623

624

625

-430.0

-431.0

-432.0

-433.0

-434.0

-435.0

-436.0

-437.0

-438.0

-439.0

-440.0

-441.0

-442.0

-443.0

- Core disking 2-10 cm-thick pieces - Soft - Massive

Shale - Grey - Trace thin interbeds of fossiliferous limestone and siltstone - Core disking 2-10 cm-thick pieces - Soft - Massive

Shale - Dark grey - Trace thin interbeds of light grey, fossiliferous (crinoidal grainstone beds) limestone and trace thin interbeds of grey siltstone that are locally hummocky cross-stratified - Soft - Massive

Shale - Grey - Trace thin interbeds of light-grey calcareous siltstone - Soft - Massive

Shale - Dark grey - Massive bedded - Slightly fossiliferous - Core disking 2-10 cm-thick pieces - Soft - Solid

612.98

CR

-19

6

616.03

CR

-19

7

619.08

CR

-19

8

622.13

CR

-19

9

625.18

CR

-20

0

DGR4-611.04-GM-SL

DGR4-614.00-GM-PL

DGR4-615.34-AR

DGR4-618.80-AR

DGR4-619.95-DF-UNB

DGR4-620.19-MSC

DGR4-623.31-AR

DGR4-624.40-GM-CAN

DGR4-625.37-PW-UO

Page 43

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

626

627

628

629

630

631

632

633

634

635

636

637

638

639

640

-444.0

-445.0

-446.0

-447.0

-448.0

-449.0

-450.0

-451.0

-452.0

-453.0

-454.0

-455.0

-456.0

-457.0

-458.0

Shale - Dark grey shale with trace light grey silty shale beds - Core disking more than previous run into 2-10 cm-thick pieces - Soft - Massive

Shale - Dark grey shale with trace light grey silty shale beds - Core disking easily and abundantly, including convex breaks into 2-10 cm-thick pieces - Soft - Massive - Core surface rough, pitted

Shale - Dark grey shale with trace light grey silty shale beds - Medium soft, soft after 632.9 - Core disking easily and abundantly, including convex breaks into 2-10 cm-thick pieces - Massive - Core surface rough, pitted

Shale - Dark grey shale with trace light grey silty shale beds - Core surface rough, pitted - Soft - Massive

Shale - Dark grey - Slightly fossilferous - Light grey metallic fleck at 637.0 - Core disking into 2-10 cm-thick pieces - Blocky

Shale - Dark grey - Slightly fossilferous - Core surface rough, pitted - Solid

628.23

CR

-20

1

631.28

CR

-20

2

633.61

CR

-20

3

636.66

CR

-20

4

637.38

CR

-20

5C

R-2

06

DGR4-625.62-AR

DGR4-626.66-GM-PL

DGR4-627.38-MN-SGS

DGR4-632.39-GM-SW

DGR4-632.65-GM-CAN

DGR4-633.32-MSC

DGR4-634.77-GM-SL

DGR4-636.16-AR

DGR4-637.03-AR

DGR4-637.24-GM-PL

DGR4-638.49-MN-SGS

DGR4-639.73-GM-PL

DGR4-639.90-DF-UNB

Page 44

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

641

642

643

644

645

646

647

648

649

650

651

652

653

654

-459.0

-460.0

-461.0

-462.0

-463.0

-464.0

-465.0

-466.0

-467.0

-468.0

-469.0

-470.0

-471.0

-472.0

-473.0

Shale - Dark grey - Slightly fossilferous - Core surface rough, pitted - Soft - Massive

Shale - Dark grey - Slightly fossilferous - Core surface rough, pitted - Soft - Massive

Shale - Dark grey with trace grey/green bedding changing to dark grey/brown at 649.1 - Slightly fossiliferous - Soft - Massive

Shale - Gradational contact at 649.1 - Dark grey/brown shale - Medium soft - Blocky to massive

Shale - Dark green/grey, slightly fossiliferous - Massive, shattered between 649.9 - 650.0 - Surface of core pitted - Medium soft

Shale - Dark grey - Halite infilled vertical fracture from 653.0 - 653.1 - Medium soft - Massive

Interbedded Shale and Argillaceous Limestone - Sharp contact at 653.1, grey, hard, fossiliferous argillaceous limestone (wackestone) bed to 653.66 - Dark brown calcareous, fossiliferous (trilobites) shale with thin i t b d f f ilif li t

640.43

643.48

CR

-20

7

646.53

CR

-20

8

649.58

CR

-20

9

652.46

CR

-21

0C

R-2

11

DGR4-640.25-MSC

DGR4-642.11-GM-PL

DGR4-642.80-AR

DGR4-643.03-NG-UO

DGR4-643.15-PW-UO

DGR4-645.88-GM-CAN

DGR4-647.20-GM-PL

DGR4-647.40-PW-UB

DGR4-652.79-AR

DGR4-654.30-PW-UO

DGR4-654.53-PW-UB

DGR4-654.81-GM-PL

Blue Mountain Formation - Lower Member

- Grey to dark grey shale with petroliferous odour and trace siltstone laminae

Cobourg Formation - Collingwood Member

- Dark grey to black calcareous shale interbedded with grey fossiliferous and argillaceous limestone

649.10

653.10

Page 45

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

655

656

657

658

659

660

661

662

663

664

665

666

667

668

669

-474.0

-475.0

-476.0

-477.0

-478.0

-479.0

-480.0

-481.0

-482.0

-483.0

-484.0

-485.0

-486.0

-487.0

interbeds of grey fossiliferous limestone - Blocky

Interbedded Shale and Argillaceous Limestone - Grey/brown, hard, fossiliferous, argillaceous

Interbedded Shale and Argillaceous Limestone - Thin to medium bedded dark brown calcareous shale interbedded with thin bedded to massive bedded, light grey/green, fossiliferous, argillaceous limestone - Massive

Interbedded Shale and Argillaceous Limestone - Thin to medium bedded, dark brown, calcareous shale interbedded with thin to medium bedded, locally mottled light grey/green and tan, fossiliferous, very slightly porous (rare vug), argillaceous limestone

Argillaceous Limestone - Mottled light grey to grey, massive bedded, very hard, very fine-grained argillaceous limestone - Massive

Argillaceous Limestone - Mottled light to dark grey - Semi-nodular to nodular texture - Argillaceous - Fine to medium-grained - Very hard - Slightly fossiliferous - Massive

Argillaceous Limestone - Mottled light to dark grey - Semi-nodular to nodular texture - Argillaceous - Fine to medium-grained - Very hard - Slightly fossiliferous - Trace chert nodules - Massive

Argillaceous Limestone - Mottled light to dark grey - Semi-nodular to nodular texture - Argillaceous - Fine to medium-grained - Very hard - Slightly fossiliferous - Trace chert nodules - Massive to blocky

655.51

655.68

CR

-21

2

658.73

CR

-21

3

661.78

CR

-21

4

664.83

CR

-21

5

667.88

CR

-21

6C

R-2

17

DGR4 654.81 GM PL

DGR4-655.14-MN-SGS

DGR4-655.48-MSC

DGR4-655.83-AR

DGR4-656.13-GM-CAN

DGR4-656.57-GM-SL

DGR4-656.60-GM-CAN

DGR4-658.20-GM-CAN

DGR4-658.40-GM-CAN

DGR4-659.98-GM-CAN

DGR4-661.24-DF-UNB

DGR4-661.43-GM-AB

DGR4-662.53-GM-CAN

DGR4-662.63-AR

DGR4-663.03-PW-UO

DGR4-663.25-PW-UO

DGR4-663.48-GM-CAN

DGR4-663.70-GM-CAN

DGR4-663.90-GM-CAN

DGR4-664.05-GM-PL

DGR4-664.15-GM-AB

DGR4-664.26-MN-SGS

DGR4-664.46-GM-CAN

DGR4-665.41-PW-UB

DGR4-665.81-GM-CAN

DGR4-666.03-GM-CAN

DGR4-667.11-GM-CAN

DGR4-667.31-GM-CAN

DGR4-667.47-GM-AB

DGR4-667.60-PW-UB

DGR4-667.94-MN-SGS

DGR4-668.10-PW-UB

DGR4-668.43-GM-SL

DGR4-668.56-GM-AB

DGR4-668.73-GM-CAN

DGR4-668.89-PT

DGR4-669.18-PW-UO

DGR4-669.50-AR

Cobourg Formation - Lower Member

- Mottled light to dark grey, vey fine to coarse-grained, very hard, fossiliferous, argillaceous limestone

659.40

661.50

Page 46

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

670

671

672

673

674

675

676

677

678

679

680

681

682

683

684

-488.0

-489.0

-490.0

-491.0

-492.0

-493.0

-494.0

-495.0

-496.0

-497.0

-498.0

-499.0

-500.0

-501.0

-502.0

Argillaceous Limestone - Mottled light to dark grey - Semi-nodular to nodular texture - Argillaceous - Fine to medium-grained, few cm-thick coarse-grained beds - Very hard - Slightly fossiliferous - Trace chert nodules - Massive

Argillaceous Limestone - Mottled light to dark grey - Semi-nodular to nodular texture - Argillaceous - Fine to medium-grained - Very hard - Massive



Argillaceous Limestone - Mottled light to dark grey - Semi-nodular to nodular texture - Argillaceous - Fine to medium-grained; trace cm-thick coarse-grained beds - Very hard - Slightly fossiliferous - Massive

670.93

673.98

CR

-21

8

677.03

CR

-21

9

680.08

CR

-22

0

683.13

CR

-22

1

DGR4-669.90-GM-CAN

DGR4-670.22-GM-CAN

DGR4-670.43-NG-UO

DGR4-670.60-GM-PL

DGR4-670.76-PW-UB

DGR4-671.02-PW-UO

DGR4-671.24-DF-UNB

DGR4-671.43-GM-CAN

DGR4-671.83-GM-AB

DGR4-671.94-MN-SGS

DGR4-672.43-GM-CAN

DGR4-672.63-GM-CAN

DGR4-672.85-PW-UB

DGR4-673.07-GM-CAN

DGR4-673.28-GM-CAN

DGR4-673.72-GM-AB

DGR4-674.16-GM-CAN

DGR4-674.47-GM-CAN

DGR4-674.67-GM-CAN

DGR4-674.79-GM-PL

DGR4-674.83-GM-PL

DGR4-674.87-GM-PL

DGR4-674.91-GM-PL

DGR4-674.96-GM-PL

DGR4-675.01-GM-PL

DGR4-675.06-GM-PL

DGR4-675.11-GM-PL

DGR4-675.16-GM-PL

DGR4-675.21-GM-PL

DGR4-675.34-GM-CAN

DGR4-675.54-GM-CAN

DGR4-675.74-GM-CAN

DGR4-675.88-GM-PL

DGR4-675.93-GM-PL

DGR4-675.98-GM-PL

DGR4-676.08-GM-PL

DGR4-676.16-GM-PL

DGR4-676.21-GM-PL

DGR4-676.26-GM-PL

DGR4-676.31-GM-PL

DGR4-676.36-GM-PL

DGR4-676.48-GM-CAN

DGR4-676.63-GM-PL

DGR4-676.73-GM-CAN

DGR4-677.14-GM-CAN

DGR4-677.32-GM-AB

DGR4-677.48-MN-SGS

DGR4-677.69-GM-CAN

DGR4-678.87-GM-CAN

DGR4-679.10-GM-CAN

DGR4-679.32-GM-CAN

DGR4-679.53-GM-CAN

DGR4-679.70-PT

DGR4-679.83-GM-PL

DGR4-679.95-PW-UB

DGR4-680.32-GM-CAN

DGR4-680.68-GM-CAN

DGR4-681.32-DF-UNB

DGR4-681.70-PW-UB

DGR4-681.90-PW-UO

DGR4-682.22-AR

DGR4-682.41-MN-SGS

DGR4-682.58-GM-CAN

DGR4-682.92-GM-AB

DGR4-683.07-NG-UO

DGR4-683.44-GM-CAN

DGR4 683 72 GM CANPage 47

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

685

686

687

688

689

690

691

692

693

694

695

696

697

698

699

-503.0

-504.0

-505.0

-506.0

-507.0

-508.0

-509.0

-510.0

-511.0

-512.0

-513.0

-514.0

-515.0

-516.0

-517.0

Argillaceous Limestone - Light to dark grey - Mottled semi-nodular to nodular and argillaceous - Fine to medium-grained - Very hard - Trace horizontal fractures - Massive

Argillaceous Limestone - Light grey to grey and argillaceous - Thin to medium-bedded - Fine to coarse-grained, bioclastic - Abundant dark grey/green irregular shale laminae and beds - Massive

Argillaceous Limestone - Light grey to grey and argillaceous - Thin to medium-bedded - Fine- to coarse-grained; bioclastic - Abundant dark grey/green irregular shale laminae and beds - Massive - Trace white mm-size nodules near top

Argillaceous Limestone - Light grey to grey and argillaceous - Thin to medium-bedded - Fine- to coarse-grained; bioclastic - Some dark grey/green irregular shale laminae and beds - Solid

Interbedded Argillaceous Limestone and Shale - Light grey to grey and argillaceous - Thin to medium-bedded

686.18

CR

-22

2

689.23

CR

-22

3

692.28

CR

-22

4

695.33

CR

-22

5

698.38

CR

-22

6

DGR4-683.72-GM-CAN

DGR4-683.97-GM-CAN

DGR4-684.66-GM-CAN

DGR4-684.86-GM-AB

DGR4-685.14-PW-UB

DGR4-685.30-MSC

DGR4-685.44-AR

DGR4-685.68-PW-UB

DGR4-685.88-PT

DGR4-689.33-AR

DGR4-694.35-GM-PS

DGR4-697.41-AR

DGR4-698.54-MN-SGS

Sherman Fall Formation

Grey, medium to coarse-grained to fine-grained with depth, fossiliferous, argillaceous limestone interbedded with grey/green shale; shale interbeds increase in abundance with depth

689.00

698.38

Page 48

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

699

700

701

702

703

704

705

706

707

708

709

710

711

712

713

-518.0

-519.0

-520.0

-521.0

-522.0

-523.0

-524.0

-525.0

-526.0

-527.0

-528.0

-529.0

-530.0

-531.0

-532.0

- Fine- to coarse-grained; bioclastic - Dark grey/green irregular shale laminae and beds - Trace mm-size white nodules throughout - Sub-horizontal fracture infilled with white mineral at 698.6 - Massive

Interbedded Argillaceous Limestone and Shale - Light grey to grey and argillaceous - Thin to medium-bedded - Fine to coarse-grained, bioclastic - Dark grey/green irregular shale laminae and beds - Massive

Interbedded Argillaceous Limestone and Shale - Light grey to grey and argillaceous - Thin to medium-bedded - Fine- to coarse-grained; bioclastic - Dark grey/green irregular shale laminae and beds - Massive

Interbedded Argillaceous Limestone and Shale - Light grey to grey and argillaceous - Thin to medium-bedded - Fine- to coarse-grained; bioclastic - Dark grey/green irregular shale laminae and beds - Massive

Interbedded Argillaceous Limestone and Shale - Light grey to grey and argillaceous - Thin to medium-bedded - Fine- to coarse-grained; bioclastic (brachiopods) - Dark grey/green irregular shale laminae and beds - Massive

701.43

CR

-22

7

704.48

CR

-22

8

707.53

CR

-22

9

710.58

CR

-23

0

713.63

CR

-23

1

DGR4-701.32-GM-PL

DGR4-702.86-GM-CAN

DGR4-703.15-GM-CAN

DGR4-704.12-PW-UO

DGR4-706.10-GM-PS

DGR4-707.28-AR

DGR4-707.86-PT

DGR4-708.70-GM-CAN

DGR4-711.25-PW-UO

DGR4-711.90-GM-PL

DGR4-712.46-AR

Page 49

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

714

715

716

717

718

719

720

721

722

723

724

725

726

727

728

-533.0

-534.0

-535.0

-536.0

-537.0

-538.0

-539.0

-540.0

-541.0

-542.0

-543.0

-544.0

-545.0

-546.0

Interbedded Argillaceous Limestone and Shale - Light to medium grey - Thin to medium-bedded - Fine- to coarse-grained; bioclastic (brachiopods) - Irregular dark grey shale, laminae and beds - Trace calcite nodules - Calcite-infilled horizontal fracture at 715.0

Interbedded Argillaceous Limestone and Shale - Light grey to grey and argillaceous - Thin to medium-bedded - Fine to coarse-grained; bioclastic - Dark grey/green irregular shale laminae and beds - Trace calcite nodules - Blocky to massive

Interbedded Argillaceous Limestone and Shale - Gradational contact around 717.3 - Argillaceous - Light grey to grey - Fine- to coarse-grained; bioclastic - Dark grey irregular shale laminae and beds - Blocky

Interbedded Argillaceous Limestone and Shale - Light grey to grey - Argillaceous - Thin to medium bedded - Fine to coarse-grained - Dark grey irregular shale laminae and beds, thicker beds (cm's-thick) common towards base - Trace calcite nodules - Blocky

Interbedded Argillaceous Limestone and Shale - Light grey to grey - Thinly bedded - Argillaceous - Fine- to coarse-grained - Dark grey shale irregular shale laminae and beds - Trace calcite nodules - Blocky

Interbedded Argillaceous Limestone and Shale - Light grey to grey - Thinly bedded - Argillaceous - Fine- to coarse-grained - Dark grey/green irregular shale laminae and beds - Slightly fossiliferous - Few calcite nodules - Massive

716.68

CR

-23

2

719.73

CR

-23

3

722.78

CR

-23

4

725.83

CR

-23

5C

R-2

36

DGR4-715.07-MN-SGS

DGR4-716.15-PW-UO

DGR4-716.82-AR

DGR4-717.12-PW-UB

DGR4-719.15-DF-UNB

DGR4-720.15-GM-PL

DGR4-721.14-AR

DGR4-725.20-GM-CAN

DGR4-725.68-GM-CAN

DGR4-725.92-PW-UO

DGR4-726.82-GM-PS

DGR4-727.62-NG-UO

Kirkfield Formation

- Grey, fine to medium-grained, argillaceous, fossiliferous limestone interbedded and dark grey/green shale

717.30

Page 50

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

729

730

731

732

733

734

735

736

737

738

739

740

741

742

743

-547.0

-548.0

-549.0

-550.0

-551.0

-552.0

-553.0

-554.0

-555.0

-556.0

-557.0

-558.0

-559.0

-560.0

-561.0

Interbedded Argillaceous Limestone and Shale - Light grey to grey - Thinly bedded - Argillaceous - Fine to coarse-grained - Dark grey/green irregular shale laminae and beds - Slightly fossiliferous - Trace calcite nodules - Massive

Interbedded Argillaceous Limestone and Shale - Light grey to grey - Thinly bedded - Argillaceous - Dominantly fine-grained, trace coarse-grained beds - Dark grey/green irregular shale laminae and beds - Blocky

Interbedded Argillaceous Limestone and Shale - Grey - Thinly bedded - Argillaceous - Very fine to fine-grained, trace medium-grained beds and bioclastic beds - Dark grey/green shale laminae and beds - Massive

Interbedded Argillaceous Limestone and Shale - Light grey to grey - Thinly bedded - Argillaceous - Fine to medium-grained - Dark grey/green shale laminae and beds - Trace calcite nodules - Blocky

Interbedded Argillaceous Limestone and Shale - Light grey to grey - Thinly bedded - Argillaceous - Fine- to medium-grained - Dark grey shale laminae and beds - Trace calcite nodules in shale beds - Blocky

728.88

731.93C

R-2

37

734.98

CR

-23

8

738.03

CR

-23

9

741.08

CR

-24

0C

R-2

41

DGR4-728.62-MSC

DGR4-730.07-AR

DGR4-731.72-GM-PL

DGR4-733.12-AR

DGR4-737.08-GM-PL

DGR4-737.26-AR

DGR4-737.48-GM-PS

DGR4-740.63-PW-UO

DGR4-740.82-MN-SGS

DGR4-740.94-NG-UO

DGR4-743.01-AR

Page 51

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

744

745

746

747

748

749

750

751

752

753

754

755

756

757

-562.0

-563.0

-564.0

-565.0

-566.0

-567.0

-568.0

-569.0

-570.0

-571.0

-572.0

-573.0

-574.0

-575.0

-576.0

Interbedded Argillaceous Limestone and Shale - Light grey to grey - Thinly bedded - Argillaceous - Fine to medium-grained - Dark grey/green shale laminae and beds - Trace calcite nodules in shale beds - Blocky

Interbedded Argillaceous Limestone and Shale - Light grey to grey - Argillaceous - Thin to medium bedded - Fine to medium-grained - Dark grey/green shale laminae and beds up to 15 cm thick - Trace calcite nodules in shale beds - Blocky

Interbedded Argillaceous Limestone and Shale - Light grey to grey - Argillaceous - Thin to medium bedded - Fine to medium-grained - Hard - Dark grey/green shale laminae and beds up to 5 cm thick - Locally bioturbated - Slightly petroliferous zone at 751.4 - Fractured to blocky

Interbedded Argillaceous Limestone and Shale - Light grey - Thinly bedded - Argillaceous - Fine to medium-grained - Hard - Dark grey to black shale laminae and beds up to 5 cm thick - Slightly petroliferous zones at 754.6 and 755.1 - Blocky

Interbedded Argillaceous Limestone and Shale - Grey - Thin to medium bedded - Very fine- to coarse-grained; coarse-grained beds are fossiliferous (brachiopods, shell fragments); sparite in some coarse-grained beds - Dark grey to black calcareous shale laminae and beds up to 5 cm thick - Petroliferous odour in shale zones - Trace smooth horizontal fractures with slickensides

744.13

747.18

CR

-24

2

750.23

CR

-24

3

753.28

CR

-24

4

756.33

CR

-24

5C

R-2

DGR4-745.96-GM-PL

DGR4-746.53-PW-UO

DGR4-752.75-AR

DGR4-754.42-GM-PS

DGR4-755.18-AR

DGR4-757.28-GM-PL

Page 52

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

758

759

760

761

762

763

764

765

766

767

768

769

770

771

772

-577.0

-578.0

-579.0

-580.0

-581.0

-582.0

-583.0

-584.0

-585.0

-586.0

-587.0

-588.0

-589.0

-590.0


Interbedded Argillaceous Limestone and Shale - Light to dark grey - Thinly bedded - Fine to medium-grained - Dark grey to black shale laminae and beds up to 5 cm thick, become common with depth - Blocky

Interbedded Argillaceous Limestone and Shale - Light grey to grey - Thinly bedded to disturbed bedding - Fine-grained - Dark grey to black shale laminae - Blocky

Limestone - Tan to light grey - Fine-grained, grading to fine to medium-grained - Dark grey shale laminae and beds that are locally bioturbated and slightly fossiliferous (crinoids) - Petroliferous zone at 764.8 - Trace fractures infilled with calcite - Blocky

Limestone - Grey - Thin to medium bedded; bedding locally disturbed/destroyed (bioturbated) - Fine-grained - Locally fossilferous - Some dark grey to black bituminous shale laminae and beds - Petroliferous odour, slightly petroliferous zone at 766.5 - Trace calcite infilled vug - Blocky

Marker Bed - Volcanic ash layer

Limestone - Light grey to light tan - Thin to distrubed bedding (bioturbated) - Very fine- to fine-grained - Slightly fossiliferous - Some dark grey-brown shale beds and laminae - Slightly petroliferous zone at 770.2 - Blocky

759.38

24

6

762.43

CR

-24

7

765.48

CR

-24

8

768.53

CR

-24

9

771.58

CR

-25

0

DGR4-760.98-AR

DGR4-764.26-GM-PS

DGR4-765.17-AR

DGR4-765.36-GM-PL

DGR4-767.65-PT

DGR4-768.13-DF-UNB

DGR4-768.52-PW-UO

DGR4-770.98-AR

DGR4-772.19-PW-UO

DGR4-772.38-NG-UO

Coboconk Formation

- Tan to grey, dominantly fine-grained with subordinate medium and coarse-grained beds, locally petroliferous limestone with bituminous shale

763.00

768.98

769.09

Page 53

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

773

774

775

776

777

778

779

780

781

782

783

784

785

786

787

-591.0

-592.0

-593.0

-594.0

-595.0

-596.0

-597.0

-598.0

-599.0

-600.0

-601.0

-602.0

-603.0

-604.0

-605.0

Limestone - Grey - Fine-grained - Thin to disturbed (bioturbated) bedding - Trace tan-brown limestone clasts - Some irregular and discontinous dark grey shale laminae - Strong petroliferous odour - Locally trace vugs infilled with calcite - Fractured to massive

Limestone - Tan grey to grey - Very fine-grained to fine-grained - Thin to disturbed (bioturbated) bedding - Some irregular and discontinuous shale laminae - Some sub-mm calcite-infilled very steeply dipping veins - Strong petroliferous odour - Fractured to massive

Marker Bed - Tan to brown dolostone between 778.3-778.4

Limestone - Grey - Very fine-grained - Thin to disturbed (bioturbated) bedding - Hard - Irregular, discontinuous bituminous shale laminae and blebs; locally with limestone clasts; produces mottled appearance - Locally bioturbated - Moderately petroliferous zone around 778.5 - Blocky

Limestone - Dark grey - Very fine- to fine-grained - Thin to disturbed/destroyed (bioturbated) bedding - Abundant irregular and discontinuous shale laminae and blebs; locally produces mottled appearence where bioturbation has not destroyed bedding - Slight petroliferous odour - Massive

Limestone - Grey to dark grey with depth - Very fine to fine-grained - Thin to disturbed/destroyed (bioturbated) bedding - Hard - Slightly fossiliferous (brachipods) - Tan to dark brown limestone clasts with depth - Some irregular and discontinuous shale laminae and blebs, locally produces mottled appearence where bioturbation has not completely destroyed bedding - Trace stylolites - Blocky to massive - Sharp contact at 786.8

774.63

CR

-25

1

777.68

CR

-25

2

780.73

CR

-25

3

783.78

CR

-25

4

786.83

CR

-25

5

DGR4-772.51-MN-SGS

DGR4-776.84-GM-PL

DGR4-777.37-AR

DGR4-781.12-GM-PS

DGR4-783.93-AR

Gull River Formation

Light grey to grey to tan/brown with depth very fine to medium

778.29

778.35

786.80

Page 54

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

788

789

790

791

792

793

794

795

796

797

798

799

800

801

-606.0

-607.0

-608.0

-609.0

-610.0

-611.0

-612.0

-613.0

-614.0

-615.0

-616.0

-617.0

-618.0

-619.0

-620.0

Limestone - Light to dark grey - Fine-grained - Some dark grey shale laminae, trace to absent in coarse-grained, light grey limestone beds - Locally bioturbated and fossilliferous - Slight petroliferous odour, lightly petroliferous zone around 789.8 - Blocky to massive

Limestone - Light to dark grey, dark grey to black from 790.4-791.3 - Very fine to fine-grained, trace bioclastic beds - Some shale laminae and stylolites; abundant cm-thick shale beds in fine-grained limestone between 792.1 - 792.6 - Trace small (cm-diameter) calcite filled vugs and nodules - Blocky to massive

Limestone - Grey with few light grey intervals - Very fine- to fine-grained - Some to abundant dark grey irregular shale laminae and beds; less common in coarser-grained light limestone beds - Locally bioturbated (produces mottled appearence in light beds) - Trace calcite filled vug - Massive

Limestone - Light grey to grey - Very fine- to fine-grained with few fine- to medium-grained beds - Thinly to medium-bedded; bedding locally disturbed/destroyed due to bioturbation - Some dark grey shale beds and laminae - Locally slightly fossiliferous (brachipods); upper 50 cm is bioturbated, producing mottled appearance - Blocky

Limestone - Tan grey with sharp change to grey at 800.7 - Thinly to medium bedded with disturbed bedding in places due to bioturbation - Very fine- to medium-grained - Some dark grey shale beds and laminae - Locally slightly fossiliferous (brachiopods) - Blocky

789.88

CR

-25

6

792.93

CR

-25

7

795.98

CR

-25

8

799.03

CR

-25

9

802 08

CR

-26

0

DGR4-787.78-AR

DGR4-788.94-GM-PL

DGR4-792.29-PW-UO

DGR4-794.49-AR

DGR4-798.67-GM-PL

DGR4-800.32-AR

DGR4-801.10-PW-UO

DGR4-801.89-NG-UO

- Light grey to grey to tan/brown with depth, very fine to medium-grained, locally bioturbated, fossiliferous and locally petroliferous limestone with brown and black shale laminae

Page 55

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

802

803

804

805

806

807

808

809

810

811

812

813

814

815

816

-621.0

-622.0

-623.0

-624.0

-625.0

-626.0

-627.0

-628.0

-629.0

-630.0

-631.0

-632.0

-633.0

-634.0

-635.0

Limestone - Tan-grey and grey with light grey beds - Very fine-grained (tan limestone) to medium- to coarsely grained (light grey limestone) - Abundant black shale laminae, few cm-thick shale beds - Heavy petroliferous zone around 803.31 - Massive

Limestone - Mottled tan and grey - Very fine- to fine-grained with interbeds of very fine-grained to crystalline limestone - Abundant planar to irregular and discontinous light grey shale laminae - Locally bioturbated - Blocky

Limestone - Mottled grey and tan - Very fine- to fine-grained - Hard - Trace shale beds and irregular laminae that increase in abundance with depth - Slightly fossiliferous (brachipods) - Locally bioturbated - Blocky to massive

Limestone - Grey to tan grey with depth, very fine-grained limestone interbedded with dark grey-brown shale - Bioturbated mottled light tan-grey and brown -grey limestone from 812.4-813.6 - Light grey limestone interbedded with grey shale from 813.6 to bottom of run - Blocky

Limestone - Tan-grey - Very fine- to fine-grained - Trace shale laminae, stylolites, and cm-diameter dolostone nodules - Rare calcite infilled vugs - Very strong petroliferous odour - Slightly petroliferous zone at 815.4 - Blocky

802.08

805.13

CR

-26

1

808.18

CR

-26

2

811.23

CR

-26

3

814.28

CR

-26

4C

R-2

65

DGR4-802.76-AR

DGR4-806.22-GM-PS

DGR4-808.93-AR

DGR4-809.65-GM-PL

DGR4-814.05-AR

DGR4-816.24-PW-UO

Page 56

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

817

818

819

820

821

822

823

824

825

826

827

828

829

830

831

-636.0

-637.0

-638.0

-639.0

-640.0

-641.0

-642.0

-643.0

-644.0

-645.0

-646.0

-647.0

-648.0

-649.0

Dolostone - Mottled tan and brown/grey, very fine to fine-grained, very hard, moderately pitted and vuggy near top, very thin irregular shale laminae, lightly petroliferous at 817.6

Limestone - Grey to tan, slightly mottled - Very fine-grained - Hard - Abundant bituminous thin shale laminae and stylolites - Petroliferous odour slightly petroliferous zone at 818.7 - Trace horizontal fractures; few infilled with calcite - Blocky

Limestone - Grey to tan, very fine-grained limestone with greyish brown bituminous shale interbeds; few stylolites and locallized fossiliferous zones - Sharp transition at 821.7 to blue/grey very fine-grained, fossiliferous limestone transitioning to grey and bluish-grey limestone with dark grey shale beds that are bioturbated near bottom of run - Blocky to massive

Dolomitic Limestone - Mottled grey to tan/grey - Very fine-grained - Locally slightly fossiliferous (brachiopods) - Trace irregular bituminous shale laminae - Massive

Limestone - Tan-brown to grey, locally mottled - Very fine-grained - Very hard - Abundant thin irregular shale laminae and stylolites - Massive

Limestone - Tan to grey, locally mottled, very fine-grained, very hard, fossiliferous (brachiopods) limestone with abundant stylolites; few cm-diameter vug at 823.0 that has an outer rim of calcite and an inner rim of a non-evervescing clear mineral (barite or celestine?) - Gradual transition at 830.5 to grey limestone with shale interbeds - Massive

817.33

820.38C

R-2

66

823.43

CR

-26

7

826.48

CR

-26

8

829.53

CR

-26

9C

R-2

70

DGR4-817.30-MN-SGS

DGR4-819.24-AR

DGR4-819.41-GM-PL

DGR4-822.35-PW-UO

DGR4-822.57-DF-UNB

DGR4-825.39-AR

DGR4-825.78-GM-PS

817.03

817.63

823.43

826.48

Page 57

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

832

833

834

835

836

837

838

839

840

841

842

843

844

845

846

-650.0

-651.0

-652.0

-653.0

-654.0

-655.0

-656.0

-657.0

-658.0

-659.0

-660.0

-661.0

-662.0

-663.0

-664.0

Limestone - Grey to dark grey, very fine-grained, bituminous limestone with black shale interbeds - Sharp transtion at 833.5 to grey limestone - Sharp transition back to grey/green calcareous shale - Fractured to massive

Shale - Grey/green calcareous shale

Limestone - Mottled grey/green limestone

Shale - Grey/green calcareous shale

Dolomitic Limestone - Grey/green, very fine-grained, hard, irregular to nodular bedded dolomitic limestone

Limestone - Grey/green, very fine-grained, hard, irregular to nodular bedded limestone/dolostone - Sharp tansition at 836.4 to green calcaerous shale - Sharp transition at 836.7 to reddish-brown medium-grained limestone to brownish/green siltstone and sandstone; abundant thin bituminous laminae, transitions to grey-green fine to medium-grained sandstone with black platey mm-length mineral grains towards bottom of run - Petroliferous zone at 837.6 - Massive

Interbedded Siltstone and Sandstone - Sharp contact at 839.0 - Medium to thickly interbedded green, grey/green and grey silty, fine to medium grained sandstone and silty shale, pyritic - Lightly to heavily petroliferous zones at 839.1, 839.4 and 839.43 - Blocky

Interbedded Siltstone and Sanstone - Interbedded medium to coarse-grained grey/green sandstone and siltstone, light grey sandstone and grey dolostone - Glauconitic; pryitic - Poorly indurated (grains rub off with hand) - Grey dolostone clasts above Cambrian contact - Massive to blocky

Dolostone - Light grey, fine-grained, hard dolostone with few green glauconitic interbeds and cm-diameter vug rimmed with calcite and celestine (?) - Massive to blocky

Sandstone - Sharp transition at 845.4 to mottled light grey and grey,moderately pitted and vuggy dolomitic sandstone that transitions around 847.2 to interbedded tan/grey, very fine- to fine-grained dolostone

832.58

835.63

CR

-27

1

838.68

CR

-27

2

841.73

CR

-27

3

844.78

CR

-27

4C

DGR4-832.14-AR

DGR4-832.39-GM-PL

DGR4-835.20-AR

DGR4-837.13-AR

DGR4-837.94-GM-PL

DGR4-840.25-GM-PL

DGR4-841.06-PW-UB

DGR4-842.27-PW-UO

DGR4-842.68-NG-UO

DGR4-843.08-AR

DGR4-845.65-PW-UO

DGR4-845.79-MN-SGS

Shadow Lake Formation

- Interbedded grey to light green/grey/brown pyritic and glauconitic siltsone and sandstone with subordinate grey-green sandy shale beds

Cambrian - Mottled grey and tan, medium-grained, dolomitic quartz sandstone with trace brown to light grey dolostone interbeds in upper part

833.70

834.68

835.25

835.63

836.43

839.00

844.10

845.40

Page 58

Depth (m

BG

S)

1m:40m


Core R

un (mB

GS)

Stratigraphy

Core R

ecovery

100 0%

R.Q

.D.

100 0%

Nat. Frac. Freq.

0 5/m

Sample ID

Core A

xis Angle

0 ---------- 90

Elev. (mA

SL)

847

848

849

850

851

852

853

854

855

856

857

858

END OF HOLE 856.98

-665.0

-666.0

-667.0

-668.0

-669.0

-670.0

-671.0

-672.0

-673.0

-674.0

-675.0

-676.0

g y y g - Very porous (abundant vugs and pits; partly infilled/rimmed with celestine (?)) between 847.5-847.7 - Blocky to massive

Sandstone - Interbedded tan, light grey, grey, green, and greenish/grey silty sandstone to medium-grained sandstone - Glauconitic, pyritic (nodules and veins), moderately pitted and vuggy (partly infilled/rimmed with calcite and other clear mineral (barite, celestine ?)) - Fractured to blocky

Sandstone - Mottled tan/brown to grey brown with green glauconitic patches/beds, fine-grained, slightly pitted sandstone - Transition around 851.6 to grey, very fine- to fine-grained pyritic, sandy dolostone with glauconite patches/beds to dark grey sandstone with reddish/brown irregular very thin laminae - Transition around 853.2 to tan-brown, medium-grained, slightly vuggy sandstone with trace calcite infilled horizontal fractures - Fractured to blocky

Sandstone - Tan-brown to grey - Fine to medium-grained - Trace tan mudstone clasts - Some glauconitic patches and beds, particularly in medium to coarse-grained sandstone beds - Trace stylolites - Large vug (5 cm-diameter) completely infilled with concentric dolomite at 854.6 - Fractured to blocky

Sandstone - Tan/grey dolomitic sandstone with common green glauconitic laminae and grey thin irregular shale laminae - Sharp contact at 855.9 to reddish/brown with local accumulations of white grains, coarse-grained, reddish/brown sandstone with trace shale laminae - Fractures

847.83

CR

-27

5

850.88

CR

-27

6

853.93

CR

-27

7

854.93

CR

-27

8

856.98

CR

-27

9

DGR4-847.48-PW-UB

DGR4-849.11-MN-SGS

DGR4-849.23-GM-PS

DGR4-850.25-AR

DGR4-851.77-NG-UO

DGR4-852.77-PW-UO

DGR4-853.53-GM-PL

856.98

Checked by: ADW, KGR Doc. TR-08-13_DGR4_R0Prepared by: MAM

Page 59

APPENDIX E

Examples of Core Photography

Figure E.1 Sequential Core Run Photos

Figure E.2 Close-up Photographs of Core Features

Figure E.3 Photographs of Core Sub-Samples

Figure E.4 Photographs of Filled Core Boxes

Example of Six Sequential Core Run Photos – DGR-4, Core Run 119 (384.23 to 387.28 mBGS) Technical Report: TR-08-13 Drilling, Logging and Sampling of DGR-3 and DGR-4

Prepared by: NKP Reviewed by: APW Date: Nov. 27, 2008

FIGURE E.1 TR-08-13_Fig E.1 Core Run Photos.doc

DGR-3, CR021 DGR-3, CR091 DGR-3, CR269

DGR-4, CR034

DGR-4, CR197

DGR-4, CR272

Example of Close-up Photographs of Core Features Technical Report: TR-08-13 Drilling, Logging and Sampling of DGR-3 and DGR-4


FIGURE E.2 TR-08-13_Fig E.2 Core Close up Photos.doc

DGR-3, CR038 DGR-3, CR125 DGR-3, CR226

DGR-4, CR056 DGR-4, CR211

DGR-4, CR241

Example of Photographs of Core Sub-Samples Technical Report: TR-08-13 Drilling, Logging and Sampling of DGR-3 and DGR-4

Prepared by: NKP Reviewed by: APW Date: Dec 3, 2009

FIGURE E.3 TR-08-13_Fig E.3 Core SubSample Photos.doc

DGR-3, CR030 DGR-3, CR143

DGR-4, CR095

DGR-4, CR270

Example of Photographs of Filled Core Boxes Technical Report: TR-08-13 Drilling, Logging and Sampling of DGR-3 and DGR-4


FIGURE E.4 TR-08-13_Fig E.4 Core Box Photos.doc

APPENDIX F

Summary of Core Samples Collected from DGR-3 and DGR-4

Table F.1 Summary of Core Sample Collection by Depth for DGR-3

Table F.2 Summary of Core Sample Collection by Depth for DGR-4

Table F.1 Summary of Core Sample Collection by Depth for DGR‐3

Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐031.65 2 22‐Apr‐08 9 Lucas Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐032.20 2 22‐Apr‐08 12 Lucas SGS ‐ XRD & PetrographyDGR3‐034.53 3 25‐Jun‐08 6.5 Lucas Hatch ‐ Grab SampleDGR3‐039.03 5 24‐Apr‐08 26 Lucas ArchiveDGR3‐041.79 6 24‐Apr‐08 10 Lucas Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐045.76 8 25‐Apr‐08 13 Lucas ArchiveDGR3‐051.47 10 25‐Apr‐08 13 Lucas Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐052.89 11 26‐Apr‐08 15 Lucas ArchiveDGR3‐059.28 14 26‐Apr‐08 13 Amherstberg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐065.23 16 27‐Apr‐08 25 Amherstberg ArchiveDGR3‐068.43 17 27‐Apr‐08 11 Amherstberg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐073.96 19 25‐Jun‐08 15 Amherstberg Hatch ‐ Grab SampleDGR3‐075.50 19 28‐Apr‐08 19 Amherstberg ArchiveDGR3‐081.14 21 29‐Apr‐08 4 Amherstberg Point Load Testing ‐ AxialDGR3‐081.91 21 29‐Apr‐08 12 Amherstberg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐084.54 22 30‐Apr‐08 22 Amherstberg ArchiveDGR3‐090.97 25 10‐May‐08 13 Amherstberg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐096.12 27 11‐May‐08 17 Bois Blanc ArchiveDGR3‐096.27 27 11‐May‐08 13 Bois Blanc SGS ‐ XRD & PetrographyDGR3‐098.54 28 11‐May‐08 11 Bois Blanc Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐105.33 30 11‐May‐08 17 Bois Blanc ArchiveDGR3‐110.63 32 12‐May‐08 11 Bois Blanc Point Load Testing ‐ DiametralDGR3‐110.88 32 12‐May‐08 6 Bois Blanc Point Load Testing ‐ AxialDGR3‐114.09 33 12‐May‐08 17 Bois Blanc ArchiveDGR3‐114.27 33 12‐May‐08 17.1 Bois Blanc Canmet ‐ Uniaxial & AEMDGR3‐119.81 35 12‐May‐08 15 Bois Blanc Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐122.79 36 12‐May‐08 10 Bois Blanc U of O ‐ Noble gasesDGR3‐125.42 38 12‐May‐08 16 Bois Blanc ArchiveDGR3‐128.10 39 25‐Jun‐08 11 Bois Blanc Hatch ‐ Grab SampleDGR3‐129.19 39 12‐May‐08 4 Bois Blanc Point Load Testing ‐ AxialDGR3‐129.28 39 12‐May‐08 9 Bois Blanc Point Load Testing ‐ DiametralDGR3‐135.75 41 13‐May‐08 18 Bois Blanc P&S TestingDGR3‐136.71 41 13‐May‐08 20 Bois Blanc ArchiveDGR3‐137.19 42 13‐May‐08 10 Bois Blanc SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR3‐141.86 43 13‐May‐08 13 Bois Blanc Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐143.42 44 13‐May‐08 15 Bass Islands ArchiveDGR3‐146.43 45 13‐May‐08 10 Bass Islands SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR3‐147.11 45 13‐May‐08 19 Bass Islands P&S TestingDGR3‐151.24 46 13‐May‐08 9 Bass Islands Point Load Testing ‐ DiametralDGR3‐151.78 46 13‐May‐08 6 Bass Islands Point Load Testing ‐ AxialDGR3‐152.51 47 14‐May‐08 26 Bass Islands ArchiveDGR3‐159.46 49 14‐May‐08 11.09 Bass Islands Point Load Testing ‐ AxialDGR3‐161.67 50 14‐May‐08 11 Bass Islands U of O ‐ Pore WaterDGR3‐172.73 54 15‐May‐08 Bass Islands U of O ‐ Noble gasesDGR3‐180.05 57 15‐May‐08 26 Bass Islands ArchiveDGR3‐181.37 57 15‐May‐08 18.5 Bass Islands ArchiveDGR3‐187.44 59 16‐May‐08 28 Salina G Unit ArchiveDGR3‐187.72 59 16‐May‐08 20 Salina G Unit U of O ‐ Pore WaterDGR3‐187.92 59 16‐May‐08 19 Salina G Unit ArchiveDGR3‐188.36 59 16‐May‐08 25 Salina G Unit UNB ‐ X‐Ray DiffusionDGR3‐188.57 59 16‐May‐08 15 Salina G Unit SGS ‐ XRD & PetrographyDGR3‐189.96 60 16‐May‐08 32 Salina G Unit Archive

Prepared by: APWReviewed by: GDBTR‐08‐13 Summary of Core Samples_R0 1 of 14

Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐190.43 60 16‐May‐08 24 Salina G Unit P&S TestingDGR3‐191.11 60 16‐May‐08 30 Salina G Unit ArchiveDGR3‐191.43 60 16‐May‐08 6 Salina G Unit Point Load Testing ‐ AxialDGR3‐191.51 60 16‐May‐08 10 Salina G Unit Point Load Testing ‐ DiametralDGR3‐193.42 61 16‐May‐08 16 Salina G Unit ArchiveDGR3‐194.42 61 16‐May‐08 4 Salina G Unit Point Load Testing ‐ AxialDGR3‐194.50 61 16‐May‐08 12 Salina G Unit Point Load Testing ‐ DiametralDGR3‐195.07 62 21‐May‐08 11 Salina G Unit U of O ‐ Noble gasesDGR3‐195.42 62 16‐May‐08 18 Salina G Unit ArchiveDGR3‐196.12 62 16‐May‐08 14 Salina G Unit ArchiveDGR3‐198.48 63 20‐May‐08 22 Salina F Unit Point Load Testing ‐ DiametralDGR3‐198.72 63 20‐May‐08 22 Salina F Unit Unibern ‐ PorewaterDGR3‐198.96 63 20‐May‐08 25 Salina F Unit U of O ‐ Pore WaterDGR3‐199.83 63 25‐Jun‐08 15 Salina F Unit Hatch ‐ Grab SampleDGR3‐199.92 63 20‐May‐08 5 Salina F Unit Point Load Testing ‐ AxialDGR3‐200.07 63 20‐May‐08 24 Salina F Unit UNB ‐ X‐Ray DiffusionDGR3‐200.50 63 20‐May‐08 17 Salina F Unit Core Labs ‐ PetrophysicsDGR3‐201.37 64 20‐May‐08 27 Salina F Unit P&S TestingDGR3‐201.61 64 20‐May‐08 21 Salina F Unit ArchiveDGR3‐203.00 64 20‐May‐08 29 Salina F Unit ArchiveDGR3‐204.05 64 20‐May‐08 28 Salina F Unit UNB ‐ X‐Ray DiffusionDGR3‐204.24 65 20‐May‐08 32 Salina F Unit Core Labs ‐ PetrophysicsDGR3‐204.49 65 20‐May‐08 20 Salina F Unit Slake DurabilityDGR3‐207.67 66 20‐May‐08 30 Salina F Unit ArchiveDGR3‐207.94 66 20‐May‐08 20 Salina F Unit U of O ‐ Pore WaterDGR3‐208.41 66 20‐May‐08 20 Salina F Unit Unibern ‐ PorewaterDGR3‐208.93 66 20‐May‐08 30 Salina F Unit ArchiveDGR3‐211.44 68 1‐Jun‐08 5 Salina F Unit Point Load Testing ‐ AxialDGR3‐211.96 68 1‐Jun‐08 26 Salina F Unit ArchiveDGR3‐212.12 68 1‐Jun‐08 9 Salina F Unit Point Load Testing ‐ DiametralDGR3‐215.72 70 1‐Jun‐08 32 Salina F Unit ArchiveDGR3‐219.42 71 1‐Jun‐08 16 Salina F Unit SGS ‐ XRD & PetrographyDGR3‐220.40 72 1‐Jun‐08 11 Salina F Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐225.38 73 2‐Jun‐08 36 Salina F Unit ArchiveDGR3‐225.62 73 2‐Jun‐08 11 Salina F Unit U of O ‐ Noble gasesDGR3‐225.63 73 2‐Jun‐08 11 Salina F Unit U of O ‐ Noble gasesDGR3‐225.69 73 2‐Jun‐08 11 Salina F Unit U of O ‐ Noble gasesDGR3‐225.84 74 2‐Jun‐08 19.5 Salina F Unit Canmet ‐ Uniaxial & AEMDGR3‐227.01 74 2‐Jun‐08 30.5 Salina F Unit UWO ‐ Swell TestDGR3‐227.45 74 2‐Jun‐08 21 Salina F Unit U of O ‐ Pore WaterDGR3‐228.11 74 2‐Jun‐08 33.5 Salina F Unit Unibern ‐ Noble gases Unibern ‐ PorewaterDGR3‐229.13 75 2‐Jun‐08 17 Salina F Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐230.47 75 2‐Jun‐08 25.5 Salina F Unit Core Labs ‐ PetrophysicsDGR3‐231.05 75 2‐Jun‐08 30 Salina F Unit ArchiveDGR3‐232.30 76 2‐Jun‐08 30 Salina F Unit UWO ‐ Swell TestDGR3‐236.82 77 2‐Jun‐08 32 Salina F Unit ArchiveDGR3‐238.83 78 2‐Jun‐08 5 Salina F Unit Point Load Testing ‐ AxialDGR3‐238.92 78 2‐Jun‐08 11 Salina F Unit Point Load Testing ‐ DiametralDGR3‐239.58 78 2‐Jun‐08 18 Salina F Unit ArchiveDGR3‐240.75 78 2‐Jun‐08 23 Salina E Unit ArchiveDGR3‐242.23 79 2‐Jun‐08 21 Salina E Unit P&S TestingDGR3‐243.46 79 2‐Jun‐08 24 Salina E Unit ArchiveDGR3‐248.47 81 2‐Jun‐08 22 Salina E Unit U of O ‐ Pore WaterDGR3‐248.71 81 2‐Jun‐08 23 Salina E Unit Unibern ‐ Porewater


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐248.99 81 2‐Jun‐08 6 Salina E Unit Point Load Testing ‐ AxialDGR3‐249.81 81 2‐Jun‐08 11 Salina E Unit Point Load Testing ‐ DiametralDGR3‐250.98 82 2‐Jun‐08 12.5 Salina E Unit SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR3‐251.68 82 2‐Jun‐08 22 Salina E Unit Core Labs ‐ PetrophysicsDGR3‐252.50 82 2‐Jun‐08 22.5 Salina E Unit UNB ‐ X‐Ray DiffusionDGR3‐254.95 83 2‐Jun‐08 33 Salina E Unit ArchiveDGR3‐257.63 84 2‐Jun‐08 30 Salina E Unit ArchiveDGR3‐259.28 85 3‐Jun‐08 23 Salina E Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐262.16 85 3‐Jun‐08 32 Salina E Unit ArchiveDGR3‐264.97 86 3‐Jun‐08 21 Salina D Unit ArchiveDGR3‐267.79 87 3‐Jun‐08 19 Salina D Unit P&S TestingDGR3‐268.05 87 3‐Jun‐08 32 Salina C Unit ArchiveDGR3‐269.67 88 3‐Jun‐08 31.5 Salina C Unit UWO ‐ Swell TestDGR3‐270.06 88 3‐Jun‐08 23.5 Salina C Unit Unibern ‐ PorewaterDGR3‐270.29 88 3‐Jun‐08 20 Salina C Unit U of O ‐ Pore WaterDGR3‐270.49 88 3‐Jun‐08 22 Salina C Unit Core Labs ‐ PetrophysicsDGR3‐272.21 89 3‐Jun‐08 4 Salina C Unit Point Load Testing ‐ AxialDGR3‐272.45 89 3‐Jun‐08 10 Salina C Unit Point Load Testing ‐ DiametralDGR3‐273.58 89 3‐Jun‐08 34 Salina C Unit US Geological SurveyDGR3‐273.98 89 3‐Jun‐08 19.5 Salina C Unit UNB ‐ X‐Ray DiffusionDGR3‐274.08 93 25‐Jun‐08 13 Salina C Unit Hatch ‐ Grab SampleDGR3‐274.19 89 3‐Jun‐08 18 Salina C Unit Slake DurabilityDGR3‐274.38 89 3‐Jun‐08 23 Salina C Unit U of O ‐ Noble gasesDGR3‐276.13 90 3‐Jun‐08 30 Salina C Unit ArchiveDGR3‐277.56 91 3‐Jun‐08 20 Salina C Unit ArchiveDGR3‐279.57 91 3‐Jun‐08 28 Salina B Unit ArchiveDGR3‐279.79 91 3‐Jun‐08 12 Salina B Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐285.69 93 3‐Jun‐08 34 Salina B Unit ArchiveDGR3‐289.36 94 3‐Jun‐08 20 Salina B Unit Unibern ‐ PorewaterDGR3‐289.91 94 3‐Jun‐08 10 Salina B Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐291.57 95 3‐Jun‐08 22 Salina B Unit Core Labs ‐ PetrophysicsDGR3‐294.27 96 3‐Jun‐08 22 Salina B Unit P&S Testing ‐ Canmet Canmet ‐ Uniaxial & AEMDGR3‐295.61 96 3‐Jun‐08 31 Salina B Unit ArchiveDGR3‐297.88 97 3‐Jun‐08 20 Salina B Unit UNB ‐ X‐Ray DiffusionDGR3‐298.73 97 3‐Jun‐08 22 Salina B Unit U of O ‐ Pore WaterDGR3‐299.19 98 3‐Jun‐08 31.5 Salina B Unit ArchiveDGR3‐299.98 98 3‐Jun‐08 14 Salina B Unit Point Load Testing ‐ DiametralDGR3‐300.08 98 3‐Jun‐08 6 Salina B Unit Point Load Testing ‐ AxialDGR3‐302.03 99 3‐Jun‐08 13 Salina B Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐302.60 99 3‐Jun‐08 22 Salina B Unit P&S TestingDGR3‐303.21 99 3‐Jun‐08 32 B Unit Evaporite ArchiveDGR3‐308.05 101 3‐Jun‐08 18 Salina A2 Unit UNB ‐ X‐Ray DiffusionDGR3‐308.53 101 3‐Jun‐08 19.5 Salina A2 Unit Core Labs ‐ PetrophysicsDGR3‐308.83 101 3‐Jun‐08 34 Salina A2 Unit ArchiveDGR3‐310.54 101 3‐Jun‐08 16 Salina A2 Unit P&S TestingDGR3‐310.71 101 3‐Jun‐08 14.5 Salina A2 Unit SGS ‐ XRD & PetrographyDGR3‐311.79 102 4‐Jun‐08 21.5 Salina A2 Unit U of O ‐ Pore WaterDGR3‐312.53 102 4‐Jun‐08 22.5 Salina A2 Unit Unibern ‐ PorewaterDGR3‐313.04 102 4‐Jun‐08 8 Salina A2 Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐313.76 102 4‐Jun‐80 19.5 Salina A2 Unit U of O ‐ Noble gasesDGR3‐314.89 103 4‐Jun‐08 26 Salina A2 Unit US Geological SurveyDGR3‐318.87 104 4‐Jun‐08 19 Salina A2 Unit Canmet ‐ Uniaxial & AEMDGR3‐324.68 106 4‐Jun‐08 16 Salina A2 Unit U of O ‐ Noble gasesDGR3‐325.07 106 4‐Jun‐08 32 Salina A2 Unit Archive


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐325.70 106 4‐Jun‐08 10 Salina A2 Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐326.91 107 4‐Jun‐08 18 Salina A2 Unit P&S TestingDGR3‐328.35 107 4‐Jun‐08 18 Salina A2 Unit P&S TestingDGR3‐329.23 107 4‐Jun‐08 27 Salina A2 Unit U of O ‐ Noble gasesDGR3‐331.07 108 4‐Jun‐08 12 Salina A2 Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐331.60 108 4‐Jun‐08 22 Salina A2 Unit ArchiveDGR3‐334.44 109 4‐Jun‐08 21 A2 Evaporite UNB ‐ X‐Ray DiffusionDGR3‐334.81 109 4‐Jun‐08 20 A2 Evaporite Core Labs ‐ PetrophysicsDGR3‐335.00 109 4‐Jun‐08 20 A2 Evaporite U of O ‐ Pore WaterDGR3‐335.22 109 4‐Jun‐08 24 A2 Evaporite Unibern ‐ PorewaterDGR3‐336.59 110 4‐Jun‐08 22 A2 Evaporite P&S TestingDGR3‐336.76 110 4‐Jun‐08 12 A2 Evaporite Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐337.64 110 4‐Jun‐08 28 A2 Evaporite ArchiveDGR3‐338.39 110 4‐Jun‐08 13 A2 Evaporite U of O ‐ Noble gasesDGR3‐338.45 110 4‐Jun‐08 13 A2 Evaporite U of O ‐ Noble gasesDGR3‐339.43 111 4‐Jun‐08 34 A2 Evaporite ArchiveDGR3‐344.06 112 11‐Jun‐08 24 Salina A1 Unit Unibern ‐ PorewaterDGR3‐344.32 112 11‐Jun‐08 25 Salina A1 Unit ArchiveDGR3‐344.43 112 11‐Jun‐08 11 Salina A1 Unit U of O ‐ Noble gasesDGR3‐344.49 112 11‐Jun‐08 11 Salina A1 Unit U of O ‐ Noble gasesDGR3‐345.38 113 11‐Jun‐08 20 Salina A1 Unit Core Labs ‐ PetrophysicsDGR3‐345.60 113 11‐Jun‐08 8.5 Salina A1 Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐345.75 113 11‐Jun‐08 21 Salina A1 Unit UNB ‐ X‐Ray DiffusionDGR3‐346.68 113 11‐Jun‐08 15.5 Salina A1 Unit P&S TestingDGR3‐346.91 113 11‐Jun‐08 32 Salina A1 Unit ArchiveDGR3‐347.75 114 11‐Jun‐08 27 Salina A1 Unit ArchiveDGR3‐348.14 114 11‐Jun‐08 11.5 Salina A1 Unit SGS ‐ XRD & PetrographyDGR3‐348.31 114 11‐Jun‐08 22 Salina A1 Unit U of O ‐ Pore WaterDGR3‐353.42 115 11‐Jun‐08 10 Salina A1 Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐353.62 115 11‐Jun‐08 30 Salina A1 Unit ArchiveDGR3‐355.32 116 11‐Jun‐08 33 Salina A1 Unit ArchiveDGR3‐355.66 116 11‐Jun‐08 26 Salina A1 Unit Unibern ‐ Noble gasesDGR3‐358.87 118 11‐Jun‐08 27 Salina A1 Unit ArchiveDGR3‐361.41 119 11‐Jun‐08 30 Salina A1 Unit ArchiveDGR3‐362.69 119 11‐Jun‐08 18 Salina A1 Unit Unibern ‐ Noble gases Unibern ‐ PorewaterDGR3‐362.70 119 11‐Jun‐08 18 Salina A1 Unit U of O ‐ Noble gasesDGR3‐364.15 120 11‐Jun‐08 5 Salina A1 Unit Point Load Testing ‐ AxialDGR3‐364.31 120 11‐Jun‐08 29 Salina A1 Unit ArchiveDGR3‐365.62 120 11‐Jun‐08 19 Salina A1 Unit Point Load Testing ‐ DiametralDGR3‐371.55 122 11‐Jun‐08 21 Salina A1 Unit ArchiveDGR3‐373.64 123 12‐Jun‐08 21 Salina A1 Unit ArchiveDGR3‐376.05 124 12‐Jun‐08 18 Salina A1 Unit ArchiveDGR3‐379.89 125 12‐Jun‐08 24 A1 Evaporite U of O ‐ Pore WaterDGR3‐380.05 125 12‐Jun‐08 8.5 A1 Evaporite Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐380.68 125 12‐Jun‐08 20 A1 Evaporite Core Labs ‐ PetrophysicsDGR3‐380.88 125 12‐Jun‐08 20 A1 Evaporite Unibern ‐ PorewaterDGR3‐381.40 126 12‐Jun‐08 23 A1 Evaporite UNB ‐ X‐Ray DiffusionDGR3‐381.54 126 12‐Jun‐08 9 A1 Evaporite U of O ‐ Noble gasesDGR3‐381.71 126 12‐Jun‐08 24 A1 Evaporite ArchiveDGR3‐382.29 126 12‐Jun‐08 11 A1 Evaporite SGS ‐ XRD & PetrographyDGR3‐382.50 126 12‐Jun‐08 21 A1 Evaporite P&S TestingDGR3‐383.85 126 12‐Jun‐08 19.5 A1 Evaporite ArchiveDGR3‐385.58 127 12‐Jun‐08 31 Salina A0 Unit ArchiveDGR3‐385.82 127 12‐Jun‐08 19 Salina A0 Unit Core Labs ‐ Petrophysics


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐386.04 127 12‐Jun‐08 22 Salina A0 Unit UNB ‐ Diffusion (NWMO)DGR3‐386.26 127 12‐Jun‐08 18.5 Salina A0 Unit P&S TestingDGR3‐387.31 128 25‐Jun‐08 9 Guelph Hatch ‐ Grab SampleDGR3‐387.91 128 12‐Jun‐08 20 Guelph ArchiveDGR3‐388.17 128 12‐Jun‐08 30 Guelph Unibern ‐ Noble gasesDGR3‐388.43 128 12‐Jun‐08 17 Guelph P&S TestingDGR3‐388.90 128 12‐Jun‐08 11 Guelph Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐390.38 129 12‐Jun‐08 14 Guelph Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐391.34 129 12‐Jun‐08 24 Guelph Unibern ‐ PorewaterDGR3‐391.62 129 12‐Jun‐08 32 Guelph Unibern ‐ Noble gasesDGR3‐394.42 130 15‐Jun‐08 30 Goat Island ArchiveDGR3‐398.05 131 15‐Jun‐08 16 Goat Island Core Labs ‐ PetrophysicsDGR3‐399.06 131 15‐Jun‐08 26 Goat Island UNB ‐ X‐Ray DiffusionDGR3‐399.31 131 15‐Jun‐08 24 Goat Island U of O ‐ Pore WaterDGR3‐401.02 132 15‐Jun‐08 11 Goat Island Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐401.88 132 15‐Jun‐08 18.3 Goat Island P&S TestingDGR3‐402.13 132 15‐Jun‐08 23 Goat Island US Geological SurveyDGR3‐402.60 133 25‐Jun‐08 13 Goat Island Hatch ‐ Grab SampleDGR3‐404.06 133 15‐Jun‐08 18 Goat Island Canmet ‐ Uniaxial & AEMDGR3‐405.18 133 15‐Jun‐08 26 Goat Island ArchiveDGR3‐405.41 133 15‐Jun‐08 20 Goat Island Unibern ‐ Noble gasesDGR3‐407.00 134 15‐Jun‐08 19.4 Goat Island P&S TestingDGR3‐408.19 134 15‐Jun‐08 26 Goat Island UNB ‐ X‐Ray DiffusionDGR3‐408.41 134 15‐Jun‐08 18 Goat Island Core Labs ‐ PetrophysicsDGR3‐410.98 135 15‐Jun‐08 31 Gasport ArchiveDGR3‐411.29 135 15‐Jun‐08 5.5 Gasport Point Load Testing ‐ AxialDGR3‐411.37 135 15‐Jun‐08 10 Gasport Point Load Testing ‐ DiametralDGR3‐414.55 136 16‐Jun‐08 19 Gasport P&S TestingDGR3‐416.70 137 16‐Jun‐08 13 Gasport SGS ‐ XRD & PetrographyDGR3‐417.33 137 16‐Jun‐08 33 Lions Head ArchiveDGR3‐417.60 137 16‐Jun‐08 23 Lions Head U of O ‐ Pore WaterDGR3‐418.35 138 16‐Jun‐08 31 Lions Head ArchiveDGR3‐422.33 139 16‐Jun‐08 25 Fossil Hill ArchiveDGR3‐422.50 139 16‐Jun‐08 10 Fossil Hill Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐422.65 139 16‐Jun‐08 17.2 Fossil Hill P&S TestingDGR3‐425.12 140 16‐Jun‐08 8 Cabot Head U of O ‐ Pore WaterDGR3‐426.21 140 16‐Jun‐08 17.5 Cabot Head P&S TestingDGR3‐426.47 140 16‐Jun‐08 33 Cabot Head ArchiveDGR3‐429.20 141 16‐Jun‐08 27 Cabot Head ArchiveDGR3‐429.40 141 16‐Jun‐08 11 Cabot Head Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐432.10 142 16‐Jun‐08 20 Cabot Head Slake DurabilityDGR3‐432.28 142 16‐Jun‐08 11 Cabot Head SGS ‐ XRD & PetrographyDGR3‐432.57 142 16‐Jun‐08 20 Cabot Head Core Labs ‐ PetrophysicsDGR3‐432.79 142 16‐Jun‐08 26 Cabot Head U of O ‐ Pore WaterDGR3‐434.25 143 16‐Jun‐08 30 Cabot Head UWO ‐ Swell TestDGR3‐435.62 143 16‐Jun‐08 19 Cabot Head Unibern ‐ PorewaterDGR3‐435.84 143 16‐Jun‐08 24 Cabot Head UNB ‐ X‐Ray DiffusionDGR3‐438.32 144 16‐Jun‐08 22 Cabot Head ArchiveDGR3‐438.92 144 16‐Jun‐08 28 Cabot Head Unibern ‐ Noble gasesDGR3‐440.41 145 16‐Jun‐08 9 Cabot Head Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐441.72 145 16‐Jun‐08 24 Cabot Head ArchiveDGR3‐444.81 146 16‐Jun‐08 19 Cabot Head U of O ‐ Noble gasesDGR3‐445.08 146 16‐Jun‐08 24 Cabot Head U of O ‐ Pore WaterDGR3‐445.39 147 16‐Jun‐08 31 Cabot Head Archive


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐448.12 147 16‐Jun‐08 29 Manitoulin P&S TestingDGR3‐448.96 148 16‐Jun‐08 12.5 Manitoulin Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐449.45 148 16‐Jun‐08 29 Manitoulin Unibern ‐ Nobel Gas Unibern ‐ PorewaterDGR3‐450.69 148 16‐Jun‐08 32 Manitoulin US Geological SurveyDGR3‐450.96 148 16‐Jun‐08 19 Manitoulin P&S Testing ‐ Canmet Canmet ‐ Uniaxial & AEMDGR3‐452.76 149 16‐Jun‐08 19.5 Manitoulin Core Labs ‐ PetrophysicsDGR3‐453.41 149 16‐Jun‐08 23 Manitoulin Unibern ‐ PorewaterDGR3‐453.95 149 16‐Jun‐08 20.5 Manitoulin U of O ‐ Pore WaterDGR3‐454.24 149 16‐Jun‐08 15 Manitoulin SGS ‐ PetrographyDGR3‐455.71 150 17‐Jun‐08 29 Manitoulin ArchiveDGR3‐457.06 150 17‐Jun‐08 7 Queenston SGS ‐ Fracture MineralogyDGR3‐458.61 151 17‐Jun‐08 22 Queenston SGS ‐ Fracture MineralogyDGR3‐459.41 151 17‐Jun‐08 20 Queenston Slake DurabilityDGR3‐459.64 151 17‐Jun‐08 29 Queenston ArchiveDGR3‐459.81 151 17‐Jun‐08 4 Queenston Point Load Testing ‐ AxialDGR3‐459.88 151 17‐Jun‐08 10 Queenston Point Load Testing ‐ DiametralDGR3‐461.76 152 17‐Jun‐08 19 Queenston P&S TestingDGR3‐462.01 152 17‐Jun‐08 23 Queenston U of O ‐ Pore WaterDGR3‐462.70 152 17‐Jun‐08 12 Queenston SGS ‐ XRD & PetrographyDGR3‐463.08 152 17‐Jun‐08 23 Queenston U of O ‐ Noble gasesDGR3‐463.69 153 17‐Jun‐08 33 Queenston ArchiveDGR3‐467.53 154 17‐Jun‐08 19 Queenston Canmet ‐ BrazilianDGR3‐468.02 154 17‐Jun‐08 20 Queenston UNB ‐ X‐Ray DiffusionDGR3‐468.58 154 17‐Jun‐08 29 Queenston US Geological SurveyDGR3‐468.76 154 17‐Jun‐08 20 Queenston Unibern ‐ PorewaterDGR3‐469.50 154 17‐Jun‐08 10 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐471.73 155 17‐Jun‐08 18.5 Queenston Canmet ‐ Uniaxial & AEMDGR3‐472.56 155 17‐Jun‐08 24 Queenston UNB ‐ Through Diffusion (PSI)DGR3‐475.04 156 17‐Jun‐08 23 Queenston ArchiveDGR3‐477.90 157 17‐Jun‐08 23.5 Queenston Core Labs ‐ Petrophysics Core Labs ‐ Organic GeochemistryDGR3‐478.13 157 17‐Jun‐08 21.5 Queenston U of O ‐ Pore WaterDGR3‐479.69 158 17‐Jun‐08 13 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐479.90 158 17‐Jun‐08 28.5 Queenston ArchiveDGR3‐484.15 159 18‐Jun‐08 24.5 Queenston U of O ‐ Noble gasesDGR3‐484.58 159 18‐Jun‐08 19 Queenston Unibern ‐ PorewaterDGR3‐485.82 160 18‐Jun‐08 19 Queenston P&S TestingDGR3‐486.06 160 18‐Jun‐08 19.5 Queenston Canmet ‐ Uniaxial & AEMDGR3‐486.84 160 18‐Jun‐08 33 Queenston ArchiveDGR3‐487.11 160 18‐Jun‐08 19 Queenston Canmet ‐ CADDGR3‐488.02 161 18‐Jun‐08 18 Queenston Slake DurabilityDGR3‐490.27 161 18‐Jun‐08 11 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐490.45 161 18‐Jun‐08 26 Queenston ArchiveDGR3‐490.68 161 18‐Jun‐08 18 Queenston Canmet ‐ BrazilianDGR3‐491.88 162 18‐Jun‐08 33 Queenston UWO ‐ Swell TestDGR3‐492.14 162 18‐Jun‐08 16 Queenston Canmet ‐ BrazilianDGR3‐492.61 162 18‐Jun‐08 19 Queenston Canmet ‐ TriaxialDGR3‐496.04 163 18‐Jun‐08 24 Queenston ArchiveDGR3‐496.54 163 18‐Jun‐08 15 Queenston Core Labs ‐ PetrophysicsDGR3‐496.75 163 18‐Jun‐08 25 Queenston U of O ‐ Pore WaterDGR3‐496.93 163 18‐Jun‐08 11 Queenston SGS ‐ XRD & Petrography SGS ‐ Lithogeochemistry SGS ‐ SEM / EDSDGR3‐499.52 164 18‐Jun‐08 8 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐499.98 164 18‐Jun‐08 27 Queenston ArchiveDGR3‐500.31 165 18‐Jun‐08 22 Queenston U of O ‐ Noble gasesDGR3‐502.55 165 18‐Jun‐08 20.5 Queenston Unibern ‐ Porewater


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐504.30 166 18‐Jun‐08 19.5 Queenston UNB ‐ Through Diffusion (PSI)DGR3‐505.23 166 19‐Jun‐08 29 Queenston ArchiveDGR3‐505.72 166 19‐Jun‐08 19 Queenston Canmet ‐ Uniaxial & AEMDGR3‐506.64 167 19‐Jun‐08 24 Queenston UNB ‐ X‐Ray DiffusionDGR3‐508.21 167 19‐Jun‐08 8 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐510.93 168 19‐Jun‐08 33 Queenston ArchiveDGR3‐513.72 169 19‐Jun‐08 13 Queenston Core Labs ‐ Petrophysics Core Labs ‐ Organic GeochemistryDGR3‐514.59 169 19‐Jun‐08 19 Queenston Canmet ‐ BrazilianDGR3‐516.06 170 19‐Jun‐08 23 Queenston ArchiveDGR3‐517.30 170 19‐Jun‐08 20 Queenston U of O ‐ Pore WaterDGR3‐517.97 170 19‐Jun‐08 18 Queenston Canmet ‐ Uniaxial & AEMDGR3‐518.25 170 19‐Jun‐08 11 Queenston SGS ‐ XRD & PetrographyDGR3‐519.65 171 19‐Jun‐08 26 Queenston ArchiveDGR3‐520.39 171 19‐Jun‐08 11 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐521.05 171 19‐Jun‐08 25 Queenston Core Labs ‐ Organic GeochemistryDGR3‐521.48 172 19‐Jun‐08 11 Queenston U of O ‐ Noble gasesDGR3‐521.53 172 19‐Jun‐08 11 Queenston U of O ‐ Noble gasesDGR3‐521.92 172 25‐Jun‐08 14 Queenston Hatch ‐ ArchiveDGR3‐523.30 172 19‐Jun‐08 20 Queenston ArchiveDGR3‐525.86 173 19‐Jun‐08 24 Queenston UNB ‐ X‐Ray DiffusionDGR3‐527.11 173 19‐Jun‐08 35 Queenston Unibern ‐ Noble gasesDGR3‐528.19 174 19‐Jun‐08 25 Queenston ArchiveDGR3‐528.51 174 19‐Jun‐08 4 Queenston Point Load Testing ‐ AxialDGR3‐529.85 174 19‐Jun‐08 15 Queenston Point Load Testing ‐ DiametralDGR3‐531.65 175 19‐Jun‐08 16 Georgian Bay Unibern ‐ PorewaterDGR3‐532.44 175 19‐Jun‐08 20 Georgian Bay ArchiveDGR3‐534.15 176 20‐Jun‐08 17.5 Georgian Bay Slake DurabilityDGR3‐534.94 176 20‐Jun‐08 26 Georgian Bay ArchiveDGR3‐535.16 176 20‐Jun‐08 18.5 Georgian Bay P&S TestingDGR3‐538.68 177 20‐Jun‐08 11 Georgian Bay SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR3‐539.21 177 20‐Jun‐08 22.5 Georgian Bay Canmet ‐ BrazilianDGR3‐539.46 177 20‐Jun‐08 22 Georgian Bay U of O ‐ Pore WaterDGR3‐540.99 178 20‐Jun‐08 30 Georgian Bay ArchiveDGR3‐541.53 178 20‐Jun‐08 11 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐541.61 178 20‐Jun‐08 19 Georgian Bay U of O ‐ Noble gasesDGR3‐544.60 179 20‐Jun‐08 17 Georgian Bay ArchiveDGR3‐546.92 180 20‐Jun‐08 19 Georgian Bay Canmet ‐ Uniaxial & AEMDGR3‐547.79 180 20‐Jun‐08 19 Georgian Bay Core Labs ‐ Petrophysics Core Labs ‐ Organic GeochemistryDGR3‐549.83 181 20‐Jun‐08 3 Georgian Bay Point Load Testing ‐ AxialDGR3‐550.49 181 20‐Jun‐08 24 Georgian Bay ArchiveDGR3‐551.00 181 20‐Jun‐08 10 Georgian Bay Point Load Testing ‐ DiametralDGR3‐552.59 182 20‐Jun‐08 17 Georgian Bay ArchiveDGR3‐553.31 182 20‐Jun‐08 15.5 Georgian Bay Canmet ‐TriaxialDGR3‐554.00 182 20‐Jun‐08 12 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐557.05 183 20‐Jun‐08 7 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐557.45 183 20‐Jun‐08 20 Georgian Bay ArchiveDGR3‐558.24 184 20‐Jun‐08 15 Georgian Bay SGS ‐ XRD & PetrographyDGR3‐558.29 184 20‐Jun‐08 Georgian Bay U of O ‐ Noble gasesDGR3‐559.95 184 20‐Jun‐08 23 Georgian Bay U of O ‐ Pore WaterDGR3‐562.36 185 20‐Jun‐08 25.5 Georgian Bay U of O ‐ Noble gasesDGR3‐562.60 185 20‐Jun‐08 20 Georgian Bay Canmet ‐ Direct ShearDGR3‐563.49 185 20‐Jun‐08 18 Georgian Bay UNB ‐ X‐Ray DiffusionDGR3‐564.64 186 20‐Jun‐08 21 Georgian Bay Canmet ‐ Uniaxial & AEMDGR3‐565.40 186 20‐Jun‐08 10 Georgian Bay Core Labs ‐ Organic Geochemistry


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐565.92 186 20‐Jun‐08 21.5 Georgian Bay Core Labs ‐ PetrophysicsDGR3‐568.16 187 20‐Jun‐08 13 Georgian Bay Point Load Testing ‐ DiametralDGR3‐568.26 187 20‐Jun‐08 6 Georgian Bay Point Load Testing ‐ AxialDGR3‐569.37 187 20‐Jun‐08 21 Georgian Bay ArchiveDGR3‐571.20 188 21‐Jun‐08 17 Georgian Bay ArchiveDGR3‐571.43 188 21‐Jun‐08 20 Georgian Bay UNB ‐ Through Diffusion (PSI)DGR3‐574.93 189 21‐Jun‐08 28 Georgian Bay Unibern ‐ Nobel Gas Unibern ‐ PorewaterDGR3‐575.92 189 21‐Jun‐08 23 Georgian Bay Canmet ‐ BrazilianDGR3‐576.79 190 21‐Jun‐08 10 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐578.51 190 21‐Jun‐08 28 Georgian Bay UWO ‐ Swell TestDGR3‐578.85 190 21‐Jun‐08 23 Georgian Bay ArchiveDGR3‐578.89 190 21‐Jun‐08 23 Georgian Bay ArchiveDGR3‐580.70 191 21‐Jun‐08 28 Georgian Bay U of O ‐ Noble gasesDGR3‐581.28 191 21‐Jun‐08 17.5 Georgian Bay U of O ‐ Pore WaterDGR3‐581.47 191 21‐Jun‐08 27.5 Georgian Bay Unibern ‐ PorewaterDGR3‐584.74 192 21‐Jun‐08 18 Georgian Bay ArchiveDGR3‐585.68 193 21‐Jun‐08 12 Georgian Bay P&S TestingDGR3‐585.89 193 21‐Jun‐08 28 Georgian Bay Core Labs ‐ Petrophysics Core Labs ‐ Organic GeochemistryDGR3‐585.93 191 21‐Jun‐08 13 Georgian Bay SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR3‐586.85 193 21‐Jun‐08 29 Georgian Bay Unibern ‐ Noble gasesDGR3‐588.11 193 21‐Jun‐08 24 Georgian Bay ArchiveDGR3‐588.97 194 21‐Jun‐08 12 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐589.21 194 21‐Jun‐08 24 Georgian Bay ArchiveDGR3‐589.63 194 21‐Jun‐08 26 Georgian Bay Canmet ‐ Uniaxial & AEMDGR3‐589.81 194 29‐Sep‐08 29 Georgian Bay Canmet ‐ TriaxialDGR3‐590.19 194 21‐Jun‐08 8 Georgian Bay P&S TestingDGR3‐591.98 195 21‐Jun‐08 35 Georgian Bay ArchiveDGR3‐592.30 195 21‐Jun‐08 29 Georgian Bay ArchiveDGR3‐592.84 195 21‐Jun‐08 17.5 Georgian Bay Slake DurabilityDGR3‐593.04 195 21‐Jun‐08 22 Georgian Bay Canmet ‐ TriaxialDGR3‐593.71 195 21‐Jun‐08 17.5 Georgian Bay Canmet ‐ Direct ShearDGR3‐594.20 195 21‐Jun‐08 15 Georgian Bay P&S TestingDGR3‐595.00 196 21‐Jun‐08 9 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐595.34 196 21‐Jun‐08 27 Georgian Bay Canmet ‐ TriaxialDGR3‐596.62 196 21‐Jun‐08 12 Georgian Bay P&S TestingDGR3‐598.97 197 21‐Jun‐08 16 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐599.60 197 21‐Jun‐08 20 Georgian Bay ArchiveDGR3‐599.79 197 21‐Jun‐08 18 Georgian Bay P&S TestingDGR3‐599.95 197 21‐Jun‐08 14 Georgian Bay P&S TestingDGR3‐601.06 198 21‐Jun‐08 19.5 Georgian Bay ArchiveDGR3‐601.78 198 21‐Jun‐08 18 Georgian Bay P&S TestingDGR3‐602.80 198 21‐Jun‐08 22 Georgian Bay U of O ‐ Noble gasesDGR3‐602.90 198 21‐Jun‐08 22 Georgian Bay U of O ‐ Noble gasesDGR3‐603.90 199 21‐Jun‐08 14 Georgian Bay SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR3‐604.99 199 21‐Jun‐08 21.5 Georgian Bay U of O ‐ Pore WaterDGR3‐605.23 199 21‐Jun‐08 13 Georgian Bay Core Labs ‐ PetrophysicsDGR3‐607.76 200 18‐Jul‐08 14 Georgian Bay SGS ‐ XRD & Petrography SGS ‐ LithogeochemistryDGR3‐608.42 200 22‐Jun‐08 28.5 Georgian Bay UNB ‐ X‐Ray DiffusionDGR3‐608.97 200 22‐Jun‐08 23 Georgian Bay ArchiveDGR3‐609.67 200 22‐Jun‐08 15 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐610.41 201 22‐Jun‐08 23 Georgian Bay U of O ‐ Noble gasesDGR3‐612.42 201 22‐Jun‐08 15.5 Georgian Bay P&S TestingDGR3‐613.78 202 22‐Jun‐08 22.5 Georgian Bay Canmet ‐ BrazilianDGR3‐614.21 202 22‐Jun‐08 19 Georgian Bay Slake Durability


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐614.66 202 22‐Jun‐08 25.5 Georgian Bay ArchiveDGR3‐617.00 203 22‐Jun‐08 21 Georgian Bay ArchiveDGR3‐617.48 203 22‐Jun‐08 14 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐617.96 203 22‐Jun‐08 21.5 Georgian Bay Canmet ‐ Uniaxial & AEMDGR3‐619.74 205 22‐Jun‐08 18 Georgian Bay ArchiveDGR3‐620.41 205 22‐Jun‐08 29.5 Blue Mountain Canmet ‐ Uniaxial & AEMDGR3‐621.47 205 22‐Jun‐08 16 Blue Mountain U of O ‐ Noble gasesDGR3‐621.63 205 22‐Jun‐08 16 Blue Mountain Unibern ‐ PorewaterDGR3‐623.14 206 25‐Jun‐08 13 Blue Mountain Hatch ‐ Grab SampleDGR3‐623.46 206 22‐Jun‐08 22 Blue Mountain ArchiveDGR3‐625.60 207 22‐Jun‐08 27 Blue Mountain ArchiveDGR3‐626.20 207 22‐Jun‐08 14 Blue Mountain Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐627.85 207 22‐Jun‐08 32 Blue Mountain Unibern ‐ Noble gasesDGR3‐628.54 208 22‐Jun‐08 16 Blue Mountain SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR3‐629.11 208 22‐Jun‐08 15 Blue Mountain Core Labs ‐ Petrophysics Core Labs ‐ Organic GeochemistryDGR3‐629.38 208 22‐Jun‐08 29 Blue Mountain U of O ‐ Pore WaterDGR3‐630.17 208 22‐Jun‐08 17.5 Blue Mountain U of O ‐ Noble gasesDGR3‐630.62 208 22‐Jun‐08 21 Blue Mountain UNB ‐ Through Diffusion (PSI)DGR3‐631.63 209 22‐Jun‐08 28 Blue Mountain ArchiveDGR3‐632.12 209 22‐Jun‐08 22 Blue Mountain Canmet ‐ BrazilianDGR3‐639.10 211 22‐Jun‐08 14 Blue Mountain Slake DurabilityDGR3‐640.20 211 25‐Jun‐08 19 Blue Mountain Hatch ‐ Grab SampleDGR3‐640.23 211 22‐Jun‐08 10.5 Blue Mountain Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐640.89 211 22‐Jun‐08 20.5 Blue Mountain ArchiveDGR3‐641.00 212 22‐Jun‐08 25.5 Blue Mountain U of O ‐ Pore WaterDGR3‐641.23 212 22‐Jun‐08 23 Blue Mountain UNB ‐ X‐Ray DiffusionDGR3‐642.36 212 22‐Jun‐08 32 Blue Mountain UWO ‐ Swell TestDGR3‐642.89 212 22‐Jun‐08 27 Blue Mountain U of O ‐ Noble gasesDGR3‐643.39 212 22‐Jun‐08 12 Blue Mountain Core Labs ‐ Organic GeochemistryDGR3‐643.48 213 22‐Jun‐08 27 Blue Mountain Unibern ‐ Nobel Gas Unibern ‐ PorewaterDGR3‐644.19 213 22‐Jun‐08 19.5 Blue Mountain Canmet ‐ Direct ShearDGR3‐645.27 213 22‐Jun‐08 25 Blue Mountain ArchiveDGR3‐645.95 216 23‐Jun‐08 17 Blue Mountain ArchiveDGR3‐646.29 213 22‐Jun‐08 28 Blue Mountain Unibern ‐ PorewaterDGR3‐647.39 214 23‐Jun‐08 28.5 Blue Mountain Canmet ‐ Uniaxial & AEMDGR3‐648.78 214 23‐Jun‐08 31 Blue Mountain Canmet ‐ BrazilianDGR3‐649.09 214 23‐Jun‐08 29 Blue Mountain ArchiveDGR3‐649.30 214 23‐Jun‐08 13.5 Blue Mountain Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐649.74 205 22‐Jun‐08 18 Blue Mountain ArchiveDGR3‐651.08 215 23‐Jun‐08 20 Blue Mountain U of O ‐ Noble gasesDGR3‐651.99 215 23‐Jun‐08 24 Blue Mountain U of O ‐ Pore WaterDGR3‐652.21 215 23‐Jun‐08 12 Blue Mountain Core Labs ‐ Organic GeochemistryDGR3‐652.63 216 23‐Jun‐08 17 Blue Mountain ArchiveDGR3‐652.92 216 23‐Jun‐08 12 Blue Mountain SGS ‐ SEM / EDS SGS ‐ Lithogeochemistry SGS ‐ XRD & PetrographyDGR3‐656.77 217 23‐Jun‐08 16.5 Blue Mountain Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐656.92 216 20‐Jun‐08 12 Blue Mountain Core Labs ‐ Organic Geochemistry Core Labs ‐ PetrophysicsDGR3‐657.90 217 23‐Jun‐08 19 Blue Mountain ArchiveDGR3‐659.24 218 23‐Jun‐08 13 Blue Mountain Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐661.03 218 23‐Jun‐08 21 Blue Mountain ‐ Lower Core Labs ‐ Petrophysics Core Labs ‐ Organic GeochemistryDGR3‐661.39 218 23‐Jun‐08 10 Blue Mountain ‐ Lower Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐662.03 219 23‐Jun‐08 18 Blue Mountain ‐ Lower Unibern ‐ PorewaterDGR3‐662.21 219 23‐Jun‐08 20 Blue Mountain ‐ Lower U of O ‐ Pore WaterDGR3‐662.40 219 23‐Jun‐08 17 Blue Mountain ‐ Lower Canmet ‐ Uniaxial & AEMDGR3‐662.57 219 23‐Jun‐08 17 Blue Mountain ‐ Lower Canmet ‐ Brazilian


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐662.81 216 23‐Jun‐08 10 Blue Mountain ‐ Lower SGS ‐ XRD & Petrography SGS ‐ Lithogeochemistry SGS ‐ SEM / EDSDGR3‐663.11 219 23‐Jun‐08 13 Blue Mountain ‐ Lower Slake DurabilityDGR3‐663.31 219 23‐Jun‐08 16 Blue Mountain ‐ Lower Canmet ‐ Direct ShearDGR3‐665.04 220 23‐Jun‐08 14.5 Cobourg ‐ Collingwood UNB ‐ Through Diffusion (PSI)DGR3‐665.29 220 23‐Jun‐08 17 Cobourg ‐ Collingwood Unibern ‐ PorewaterDGR3‐665.45 220 23‐Jun‐08 11 Cobourg ‐ Collingwood Mirarco ‐ ChercharDGR3‐665.68 220 23‐Jun‐08 20 Cobourg ‐ Collingwood Canmet ‐ Uniaxial & AEM P&S Testing ‐ CanmetDGR3‐665.86 220 23‐Jun‐08 12 Cobourg ‐ Collingwood SGS ‐ XRD & Petrography SGS ‐ Lithogeochemistry SGS ‐ SEM / EDSDGR3‐666.35 220 23‐Jun‐08 23 Cobourg ‐ Collingwood U of O ‐ Pore WaterDGR3‐666.53 220 25‐Jun‐08 12 Cobourg ‐ Collingwood Hatch ‐ Grab SampleDGR3‐666.75 220 23‐Jun‐08 20 Cobourg ‐ Collingwood Canmet ‐ TriaxialDGR3‐666.96 220 23‐Jun‐08 21 Cobourg ‐ Collingwood Canmet ‐ BrazilianDGR3‐667.24 220 23‐Jun‐08 19.5 Cobourg ‐ Collingwood Canmet ‐ Direct ShearDGR3‐667.47 220 23‐Jun‐08 19.5 Cobourg ‐ Collingwood U of O ‐ Noble gasesDGR3‐667.98 221 23‐Jun‐08 19 Cobourg ‐ Collingwood Canmet ‐ Direct ShearDGR3‐668.25 222 23‐Jun‐08 29.5 Cobourg ‐ Collingwood Canmet ‐ Long Term StrengthDGR3‐668.52 221 23‐Jun‐08 28.5 Cobourg ‐ Collingwood US Geological SurveyDGR3‐668.73 222 23‐Jun‐08 14 Cobourg ‐ Collingwood Mirarco ‐ ChercharDGR3‐668.95 221 23‐Jun‐08 30 Cobourg ‐ Collingwood Unibern ‐ PorewaterDGR3‐669.98 221 23‐Jun‐08 22 Cobourg ‐ Collingwood Canmet ‐ Uniaxial & AEMDGR3‐670.01 221 23‐Jun‐08 20 Cobourg ‐ Collingwood Canmet ‐ TriaxialDGR3‐671.10 222 23‐Jun‐08 34 Cobourg ‐ Collingwood ArchiveDGR3‐671.33 222 24‐Jun‐08 11 Cobourg ‐ Collingwood Mirarco ‐ ChercharDGR3‐671.51 222 24‐Jun‐08 22.5 Cobourg ‐ Collingwood Canmet ‐ Uniaxial & AEMDGR3‐671.69 222 24‐Jun‐08 9 Cobourg ‐ Collingwood Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐671.82 222 23‐Jun‐08 20 Cobourg ‐ Collingwood U of O ‐ Pore WaterDGR3‐672.03 222 24‐Jun‐08 20 Cobourg ‐ Collingwood Canmet ‐ BrazilianDGR3‐672.42 222 23‐Jun‐08 22 Cobourg ‐ Collingwood UNB ‐ Through Diffusion (PSI)DGR3‐672.82 222 24‐Jun‐08 17 Cobourg ‐ Collingwood SGS ‐ XRD & PetrographyDGR3‐673.00 222 24‐Jun‐08 18 Cobourg ‐ Collingwood Unibern ‐ Forced AdvectionDGR3‐673.14 222 23‐Jun‐08 19 Cobourg Core Labs ‐ PetrophysicsDGR3‐673.62 223 24‐Jun‐08 22 Cobourg Canmet ‐ Direct ShearDGR3‐673.81 223 24‐Jun‐08 12 Cobourg Mirarco ‐ ChercharDGR3‐674.11 224 24‐Jun‐08 21 Cobourg Canmet ‐ TriaxialDGR3‐674.34 224 24‐Jun‐08 24 Cobourg Canmet ‐ CADDGR3‐674.87 224 24‐Jun‐08 12 Cobourg SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR3‐675.06 224 24‐Jun‐08 19.8 Cobourg Canmet ‐ TriaxialDGR3‐675.22 224 24‐Jun‐08 12 Cobourg Mirarco ‐ ChercharDGR3‐675.46 224 24‐Jun‐08 16 Cobourg UNB ‐ Through Diffusion (PSI)DGR3‐675.69 224 24‐Jun‐08 15 Cobourg U of O ‐ Pore WaterDGR3‐675.84 224 24‐Jun‐08 18.5 Cobourg Slake DurabilityDGR3‐675.86 224 24‐Jun‐08 20 Cobourg U of O ‐ Noble gasesDGR3‐676.02 224 26‐Feb‐09 12 Cobourg Hatch ‐ Grab SampleDGR3‐676.21 224 24‐Jun‐08 15 Cobourg Unibern ‐ PorewaterDGR3‐676.42 224 24‐Jun‐08 20 Cobourg Canmet ‐ Long Term StrengthDGR3‐676.67 224 24‐Jun‐08 20 Cobourg Canmet ‐ Long Term StrengthDGR3‐677.14 225 24‐Jun‐08 20 Cobourg Canmet ‐ Direct ShearDGR3‐677.34 225 24‐Jun‐08 20 Cobourg Canmet ‐ Uniaxial & AEMDGR3‐677.50 225 24‐Jun‐08 12.5 Cobourg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐677.64 225 24‐Jun‐08 16 Cobourg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐677.82 225 24‐Jun‐08 20 Cobourg Canmet ‐ Uniaxial & AEMDGR3‐678.03 225 24‐Jun‐08 20 Cobourg Canmet ‐ Uniaxial & AEMDGR3‐678.22 225 24‐Jun‐08 14 Cobourg Mirarco ‐ ChercharDGR3‐678.35 225 24‐Jun‐08 20 Cobourg Archive


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐678.70 225 24‐Jun‐08 20 Cobourg Canmet ‐ CAD P&S Testing ‐ CanmetDGR3‐678.92 225 24‐Jun‐08 15 Cobourg Unibern ‐ PorewaterDGR3‐679.12 225 24‐Jun‐08 25 Cobourg ArchiveDGR3‐679.29 225 26‐Feb‐09 10 Cobourg Hatch ‐ Grab SampleDGR3‐679.52 225 24‐Jun‐08 20 Cobourg Canmet ‐ BrazilianDGR3‐679.80 225 24‐Jun‐08 29 Cobourg Unibern ‐ Noble gasesDGR3‐680.21 226 24‐Jun‐08 25 Cobourg Canmet ‐ Long Term StrengthDGR3‐680.46 226 24‐Jun‐08 24 Cobourg U of O ‐ Pore WaterDGR3‐680.62 226 24‐Jun‐08 7 Cobourg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐680.89 226 24‐Jun‐08 20 Cobourg Canmet ‐ Uniaxial & AEMDGR3‐681.10 226 24‐Jun‐08 21 Cobourg Canmet ‐ TriaxialDGR3‐681.30 226 24‐Jun‐08 19 Cobourg Canmet ‐ Direct ShearDGR3‐681.56 226 24‐Jun‐08 15 Cobourg SGS ‐ XRD & PetrographyDGR3‐681.76 226 24‐Jun‐08 26 Cobourg Canmet ‐ Long Term StrengthDGR3‐681.99 226 24‐Jun‐08 19 Cobourg UNB ‐ Through Diffusion (PSI)DGR3‐682.14 226 24‐Jun‐08 12 Cobourg Mirarco ‐ ChercharDGR3‐682.42 226 24‐Jun‐08 22 Cobourg Canmet ‐ Long Term StrengthDGR3‐682.64 226 24‐Jun‐08 21 Cobourg Core Labs ‐ PetrophysicsDGR3‐682.84 226 24‐Jun‐08 20 Cobourg ArchiveDGR3‐683.29 227 24‐Jun‐08 19 Cobourg Canmet ‐ Direct ShearDGR3‐683.48 227 24‐Jun‐08 19 Cobourg Canmet ‐ BrazilianDGR3‐683.67 227 24‐Jun‐08 19 Cobourg Canmet ‐ TriaxialDGR3‐683.87 227 24‐Jun‐08 19.5 Cobourg Canmet ‐ Uniaxial & AEMDGR3‐684.23 227 24‐Jun‐08 11.5 Cobourg SGS ‐ XRD & Petrography SGS ‐ Lithogeochemistry SGS ‐ SEM / EDSDGR3‐684.36 227 24‐Jun‐08 18 Cobourg UNB ‐ Through Diffusion (PSI)DGR3‐684.70 227 24‐Jun‐08 17 Cobourg ArchiveDGR3‐685.04 227 24‐Jun‐08 20 Cobourg U of O ‐ Pore WaterDGR3‐685.19 227 24‐Jun‐08 9 Cobourg Mirarco ‐ ChercharDGR3‐685.33 227 24‐Jun‐08 19 Cobourg U of O ‐ Noble gasesDGR3‐685.52 227 24‐Jun‐08 20 Cobourg Unibern ‐ PorewaterDGR3‐686.29 228 24‐Jun‐08 22 Cobourg Canmet ‐ Uniaxial & AEMDGR3‐686.51 228 24‐Jun‐08 21.5 Cobourg Canmet ‐ Direct ShearDGR3‐686.68 228 24‐Jun‐08 22 Cobourg Canmet ‐ TriaxialDGR3‐686.85 228 26‐Feb‐09 12 Cobourg Hatch ‐ Grab SampleDGR3‐687.10 228 24‐Jun‐08 21.5 Cobourg U of O ‐ Pore WaterDGR3‐687.32 228 24‐Jun‐08 23 Cobourg Core Labs ‐ PetrophysicsDGR3‐687.65 228 24‐Jun‐08 9 Cobourg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐687.74 228 24‐Jun‐08 10 Cobourg SGS ‐ XRD & PetrographyDGR3‐687.84 228 24‐Jun‐08 10 Cobourg Mirarco ‐ ChercharDGR3‐688.13 228 24‐Jun‐08 33 Cobourg Canmet ‐ Long Term StrengthDGR3‐688.43 228 24‐Jun‐08 19.5 Cobourg UNB ‐ Through Diffusion (PSI)DGR3‐688.62 228 24‐Jun‐08 15 Cobourg Canmet ‐ Uniaxial & AEMDGR3‐688.80 228 24‐Jun‐08 15 Cobourg Canmet ‐ Long Term StrengthDGR3‐689.02 228 24‐Jun‐08 31 Cobourg ArchiveDGR3‐689.35 229 24‐Jun‐08 22.5 Cobourg Canmet ‐ BrazilianDGR3‐690.12 229 24‐Jun‐08 24.5 Cobourg Unibern ‐ PorewaterDGR3‐690.36 229 24‐Jun‐08 20 Cobourg Canmet ‐ Uniaxial & AEMDGR3‐690.58 229 24‐Jun‐08 24 Cobourg Canmet ‐ Direct ShearDGR3‐690.80 229 24‐Jun‐08 18 Cobourg Canmet ‐ TriaxialDGR3‐690.98 229 24‐Jun‐08 10 Cobourg Mirarco ‐ ChercharDGR3‐691.15 229 24‐Jun‐08 23 Cobourg UNB ‐ Through Diffusion (PSI)DGR3‐691.32 229 24‐Jun‐08 13 Cobourg SGS ‐ XRD & Petrography SGS ‐ Lithogeochemistry SGS ‐ SEM / EDSDGR3‐691.70 229 24‐Jun‐08 21 Cobourg U of O ‐ Pore WaterDGR3‐691.90 229 24‐Jun‐08 21 Cobourg U of O ‐ Noble gases


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐692.58 230 25‐Jun‐08 20.5 Cobourg Canmet ‐ Uniaxial & AEMDGR3‐692.82 230 25‐Jun‐08 22.5 Cobourg Unibern ‐ PorewaterDGR3‐693.29 230 25‐Jun‐08 15 Cobourg P&S TestingDGR3‐693.44 230 25‐Jun‐08 16 Cobourg Mirarco ‐ ChercharDGR3‐693.82 230 25‐Jun‐08 30.5 Cobourg ArchiveDGR3‐695.53 231 25‐Jun‐08 11.5 Cobourg Mirarco ‐ ChercharDGR3‐696.76 231 25‐Jun‐08 20 Cobourg Canmet ‐ Uniaxial & AEMDGR3‐697.78 231 25‐Jun‐08 9 Cobourg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐697.94 231 25‐Jun‐08 24 Cobourg Unibern ‐ PorewaterDGR3‐698.20 231 25‐Jun‐08 26.5 Cobourg ArchiveDGR3‐698.97 232 25‐Jun‐08 22 Cobourg ArchiveDGR3‐699.12 232 25‐Jun‐08 33 Cobourg Hatch ‐ Grab SampleDGR3‐699.62 232 25‐Jun‐08 15 Cobourg SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR3‐699.99 232 25‐Jun‐08 19 Cobourg Canmet ‐ Uniaxial & AEMDGR3‐700.21 232 25‐Jun‐08 18 Cobourg Canmet ‐ Direct ShearDGR3‐700.42 232 25‐Jun‐08 19 Cobourg U of O ‐ Noble gasesDGR3‐702.54 233 25‐Jun‐08 13.5 Sherman Fall U of O ‐ Pore WaterDGR3‐703.84 233 25‐Jun‐08 18 Sherman Fall UNB ‐ Through Diffusion (PSI)DGR3‐705.45 234 25‐Jun‐08 29 Sherman Fall ArchiveDGR3‐710.38 235 4‐Jul‐08 23 Sherman Fall Unibern ‐ PorewaterDGR3‐711.66 236 4‐Jul‐08 20.5 Sherman Fall U of O ‐ Noble gasesDGR3‐715.85 237 4‐Jul‐08 23 Sherman Fall Core Labs ‐ PetrophysicsDGR3‐716.36 237 4‐Jul‐08 16 Sherman Fall Canmet ‐ CADDGR3‐718.83 238 4‐Jul‐08 30 Sherman Fall ArchiveDGR3‐719.11 238 4‐Jul‐08 11 Sherman Fall Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐723.61 241 6‐Jul‐08 30 Sherman Fall U of O ‐ Noble gasesDGR3‐723.88 241 6‐Jul‐08 24 Sherman Fall U of O ‐ Pore WaterDGR3‐724.37 241 6‐Jul‐08 20 Sherman Fall ArchiveDGR3‐725.18 241 6‐Jul‐08 21 Sherman Fall UNB ‐ Through Diffusion (PSI)DGR3‐725.57 241 6‐Jul‐08 25 Sherman Fall Unibern ‐ PorewaterDGR3‐728.38 242 6‐Jul‐08 26 Sherman Fall ArchiveDGR3‐731.02 243 6‐Jul‐08 18 Kirkfield Canmet ‐ Direct ShearDGR3‐731.56 243 6‐Jul‐08 18 Kirkfield Canmet ‐ Uniaxial & AEMDGR3‐734.75 244 6‐Jul‐08 29 Kirkfield ArchiveDGR3‐737.00 245 6‐Jul‐08 21 Kirkfield U of O ‐ Noble gasesDGR3‐737.74 245 6‐Jul‐08 20 Kirkfield U of O ‐ Pore WaterDGR3‐738.09 246 6‐Jul‐08 12 Kirkfield Point Load Testing ‐ AxialDGR3‐740.76 246 6‐Jul‐08 20 Kirkfield ArchiveDGR3‐741.40 247 6‐Jul‐08 27 Kirkfield ArchiveDGR3‐744.27 248 7‐Jul‐08 28 Kirkfield Unibern ‐ PorewaterDGR3‐749.57 249 7‐Jul‐08 12 Kirkfield Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐749.77 249 7‐Jul‐08 28 Kirkfield ArchiveDGR3‐751.79 250 7‐Jul‐08 15 Kirkfield SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR3‐751.95 250 7‐Jul‐08 18 Kirkfield U of O ‐ Noble gasesDGR3‐752.61 250 7‐Jul‐08 23 Kirkfield U of O ‐ Pore WaterDGR3‐755.38 251 7‐Jul‐08 23 Kirkfield Core Labs ‐ PetrophysicsDGR3‐756.00 251 7‐Jul‐08 27 Kirkfield ArchiveDGR3‐756.32 252 7‐Jul‐08 8 Kirkfield Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐757.88 252 7‐Jul‐08 28 Kirkfield ArchiveDGR3‐758.16 252 7‐Jul‐08 28 Kirkfield UNB ‐ Through Diffusion (PSI)DGR3‐758.98 252 7‐Jul‐08 36 Kirkfield Unibern ‐ Noble gasesDGR3‐761.56 253 7‐Jul‐08 23 Kirkfield Unibern ‐ PorewaterDGR3‐765.12 254 7‐Jul‐08 21 Kirkfield ArchiveDGR3‐765.95 255 7‐Jul‐08 21 Kirkfield U of O ‐ Pore Water


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐766.81 255 7‐Jul‐08 18 Kirkfield ArchiveDGR3‐767.94 255 7‐Jul‐08 16 Kirkfield Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐768.34 255 7‐Jul‐08 23 Kirkfield Unibern ‐ Nobel GasDGR3‐771.04 256 8‐Jul‐08 15.5 Kirkfield P&S TestingDGR3‐771.23 256 8‐Jul‐08 21 Kirkfield U of O ‐ Noble gasesDGR3‐771.83 257 8‐Jul‐08 23 Kirkfield ArchiveDGR3‐774.34 257 8‐Jul‐08 34 Kirkfield Unibern ‐ Nobel GasDGR3‐776.57 258 8‐Jul‐08 22 Coboconk UNB ‐ Through Diffusion (PSI)DGR3‐776.82 258 8‐Jul‐08 27 Coboconk Core Labs ‐ PetrophysicsDGR3‐777.13 258 8‐Jul‐08 17 Coboconk P&S TestingDGR3‐777.33 258 8‐Jul‐08 23 Coboconk Unibern ‐ PorewaterDGR3‐777.89 259 8‐Jul‐08 12 Coboconk Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐780.59 259 8‐Jul‐08 30 Coboconk ArchiveDGR3‐782.39 260 8‐Jul‐08 11 Coboconk SGS ‐ XRD & PetrographyDGR3‐782.97 260 8‐Jul‐08 25 Coboconk ArchiveDGR3‐783.20 260 8‐Jul‐08 21 Coboconk U of O ‐ Pore WaterDGR3‐789.10 262 8‐Jul‐08 28 Coboconk ArchiveDGR3‐789.62 262 8‐Jul‐08 36 Coboconk Unibern ‐ Nobel GasDGR3‐791.49 263 8‐Jul‐08 31 Coboconk ArchiveDGR3‐792.90 263 8‐Jul‐08 21 Coboconk Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐795.49 264 9‐Jul‐08 19 Coboconk U of O ‐ Noble gasesDGR3‐795.69 264 9‐Jul‐08 21 Coboconk ArchiveDGR3‐795.90 264 9‐Jun‐08 21 Coboconk Unibern ‐ Noble gasesDGR3‐797.29 265 9‐Jul‐08 30 Coboconk ArchiveDGR3‐799.02 265 9‐Jul‐08 11 Coboconk Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐800.18 266 9‐Jul‐08 22 Gull River U of O ‐ Pore WaterDGR3‐800.42 266 9‐Jul‐08 22 Gull River UNB ‐ Through Diffusion (PSI)DGR3‐801.11 266 9‐Jul‐08 28 Gull River Unibern ‐ Nobel GasDGR3‐803.14 267 9‐Jul‐08 24 Gull River ArchiveDGR3‐807.43 268 9‐Jul‐08 21 Gull River Unibern ‐ PorewaterDGR3‐809.67 269 9‐Jul‐08 19 Gull River ArchiveDGR3‐810.82 269 9‐Jul‐08 11 Gull River Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐810.98 269 9‐Jul‐08 19 Gull River U of O ‐ Noble gasesDGR3‐813.52 270 9‐Jul‐08 26 Gull River ArchiveDGR3‐814.13 270 9‐Jul‐08 19 Gull River Unibern ‐ Noble gasesDGR3‐814.42 271 9‐Jul‐08 28 Gull River U of O ‐ Pore WaterDGR3‐814.66 271 9‐Jul‐08 20 Gull River Core Labs ‐ PetrophysicsDGR3‐814.88 271 9‐Jul‐08 10 Gull River SGS ‐ XRD & PetrographyDGR3‐817.79 272 9‐Jul‐08 12 Gull River Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐818.45 272 9‐Jul‐08 20 Gull River ArchiveDGR3‐819.64 272 9‐Jul‐08 22 Gull River P&S TestingDGR3‐820.28 272 9‐Jul‐08 26 Gull River Unibern ‐ Nobel GasDGR3‐822.99 273 10‐Jul‐08 28 Gull River ArchiveDGR3‐823.95 273 10‐Jul‐08 22 Gull River U of O ‐ Noble gasesDGR3‐828.12 275 10‐Jul‐08 29 Gull River ArchiveDGR3‐829.40 275 10‐Jul‐08 14 Gull River Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐831.67 276 10‐Jul‐08 23 Gull River U of O ‐ Noble gasesDGR3‐831.87 276 10‐Jul‐08 22 Gull River UNB ‐ Through Diffusion (PSI)DGR3‐832.25 276 10‐Jul‐08 19 Gull River U of O ‐ Pore WaterDGR3‐835.22 277 10‐Jul‐08 27 Gull River Unibern ‐ Noble gasesDGR3‐835.50 277 10‐Jul‐08 26 Gull River ArchiveDGR3‐838.29 278 10‐Jul‐08 16 Gull River Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐838.56 278 10‐Jul‐08 24 Gull River ArchiveDGR3‐842.74 280 10‐Jul‐08 19 Gull River U of O ‐ Noble gases


Sample ID Core Run Date Collected Sample Length (cm) Formation Analysis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR3‐843.92 280 10‐Jul‐08 21 Gull River Unibern ‐ PorewaterDGR3‐844.25 280 10‐Jul‐08 32 Gull River ArchiveDGR3‐845.00 281 11‐Jul‐08 22 Gull River UNB ‐ Through Diffusion (PSI)DGR3‐848.05 282 11‐Jul‐08 25 Gull River ArchiveDGR3‐850.74 282 11‐Jul‐08 32 Gull River Unibern ‐ Noble gasesDGR3‐850.95 283 11‐Jul‐08 14 Gull River Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐851.14 283 11‐Jul‐08 19 Shadow Lake P&S TestingDGR3‐851.96 283 11‐Jul‐08 22 Shadow Lake U of O ‐ Pore WaterDGR3‐852.18 283 11‐Jul‐08 22 Shadow Lake Unibern ‐ PorewaterDGR3‐853.23 283 11‐Jul‐08 20 Shadow Lake U of O ‐ Noble gasesDGR3‐853.53 283 11‐Jul‐08 31 Shadow Lake US Geological SurveyDGR3‐855.66 284 11‐Jul‐08 24 Cambrian U of O ‐ Pore WaterDGR3‐855.87 284 11‐Jul‐08 16 Cambrian Unibern ‐ Noble gasesDGR3‐856.06 284 11‐Jul‐08 23 Georgian Bay Unibern ‐ PorewaterDGR3‐856.20 284 11‐Jul‐08 8 Cambrian ArchiveDGR3‐856.28 284 11‐Jul‐08 9 Cambrian SGS ‐ XRD & Petrography SGS ‐ Lithogeochemistry SGS ‐ SEM / EDSDGR3‐857.22 285 11‐Jul‐08 11.5 Cambrian Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR3‐858.16 285 11‐Jul‐08 23 Cambrian ArchiveDGR3‐858.65 285 11‐Jul‐08 23 Cambrian U of O ‐ Noble gasesDGR3‐860.31 286 16‐Jul‐08 17 Cambrian ArchiveDGR3‐860.77 286 16‐Jul‐08 21 Cambrian ArchiveDGR3‐862.03 287 16‐Jul‐08 21 Cambrian ArchiveDGR3‐863.38 288 16‐Jul‐08 16 Cambrian ArchiveDGR3‐864.22 288 16‐Jul‐08 22 Cambrian ArchiveDGR3‐864.87 290 18‐Jul‐08 22 Cambrian ArchiveDGR3‐866.37 291 18‐Jul‐08 24 Cambrian ArchiveDGR3‐868.09 292 18‐Jul‐08 16 Cambrian ArchiveDGR3‐868.78 292 18‐Jul‐08 15 Cambrian Archive


Table F.2 Summary of Core Sample Collection by Depth for DGR‐4

Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐030.92 1 31‐Jul‐08 20 Lucas ArchiveDGR4‐031.08 1 31‐Jul‐08 16 Lucas Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐033.52 2 31‐Jul‐08 20 Lucas SGS ‐ XRD & PetrographyDGR4‐044.45 5 5‐Aug‐08 31 Amherstberg ArchiveDGR4‐044.69 5 5‐Aug‐08 14 Amherstberg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐049.57 7 6‐Aug‐08 13 Amherstberg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐050.27 7 5‐Aug‐08 20 Amherstberg ArchiveDGR4‐055.93 10 6‐Aug‐08 19.7 Amherstberg P&S TestingDGR4‐060.70 12 6‐Aug‐08 10 Amherstberg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐062.31 12 6‐Aug‐08 22 Amherstberg ArchiveDGR4‐070.19 15 7‐Aug‐08 15.5 Amherstberg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐070.84 15 7‐Aug‐08 22 Amherstberg ArchiveDGR4‐073.55 16 7‐Aug‐08 16 Amherstberg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐081.08 18 7‐Aug‐08 27 Bois Blanc ArchiveDGR4‐090.26 21 7‐Aug‐08 15 Bois Blanc Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐090.64 21 7‐Aug‐08 21 Bois Blanc ArchiveDGR4‐098.36 24 8‐Aug‐08 12 Bois Blanc Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐102.75 25 8‐Aug‐08 30 Bois Blanc ArchiveDGR4‐103.94 26 8‐Aug‐08 19 Bois Blanc P&S TestingDGR4‐110.15 28 8‐Aug‐08 11.5 Bois Blanc Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐110.32 28 8‐Aug‐08 22 Bois Blanc U of O ‐ Pore WaterDGR4‐110.48 28 8‐Aug‐08 10 Bois Blanc SGS ‐ XRD & PetrographyDGR4‐110.62 28 8‐Aug‐08 18.5 Bois Blanc ArchiveDGR4‐114.35 29 9‐Aug‐08 19 Bois Blanc Canmet ‐ Uniaxial & AEMDGR4‐119.90 31 9‐Aug‐08 28 Bois Blanc ArchiveDGR4‐121.38 31 9‐Aug‐08 25 Bois Blanc ArchiveDGR4‐125.07 33 9‐Aug‐08 25 Bois Blanc ArchiveDGR4‐131.16 36 10‐Aug‐08 16 Bass Islands ArchiveDGR4‐131.60 36 10‐Aug‐08 10 Bass Islands Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐133.85 37 10‐Aug‐08 6 Bass Islands Point Load Testing ‐ AxialDGR4‐136.50 37 10‐Aug‐08 21 Bass Islands ArchiveDGR4‐140.10 39 10‐Aug‐08 32 Bass Islands ArchiveDGR4‐140.31 39 10‐Aug‐08 4 Bass Islands Point Load Testing ‐ AxialDGR4‐140.79 39 10‐Aug‐08 17.5 Bass Islands P&S TestingDGR4‐140.97 39 10‐Aug‐08 8 Bass Islands Point Load Testing ‐ DiametralDGR4‐148.47 41 11‐Aug‐08 26 Bass Islands ArchiveDGR4‐151.44 42 12‐Aug‐08 34 Bass Islands ArchiveDGR4‐151.68 42 12‐Aug‐08 11 Bass Islands Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐152.90 43 12‐Aug‐08 11 Bass Islands SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR4‐153.18 43 12‐Aug‐08 14 Bass Islands ArchiveDGR4‐154.60 43 12‐Aug‐08 22 Bass Islands Unibern ‐ PorewaterDGR4‐155.98 44 12‐Aug‐08 26 Bass Islands U of O ‐ Noble gasesDGR4‐156.90 44 12‐Aug‐08 28 Bass Islands ArchiveDGR4‐157.25 44 12‐Aug‐08 19 Bass Islands Canmet ‐ Uniaxial & AEMDGR4‐164.41 47 12‐Aug‐08 21.5 Bass Islands ArchiveDGR4‐164.60 47 12‐Aug‐08 14 Bass Islands Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐168.02 48 13‐Aug‐08 18 Bass Islands P&S TestingDGR4‐169.12 48 13‐Aug‐08 27.5 Bass Islands ArchiveDGR4‐173.83 50 13‐Aug‐08 11 Salina G Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐178.70 51 13‐Aug‐08 23 Salina F Unit Archive

Prepared by: APWReviewed by GDBTR‐08‐13 Summary of Core Samples_R0 1 of 12

Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐180.80 52 13‐Aug‐08 14 Salina F Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐180.99 52 13‐Aug‐08 24.5 Salina F Unit U of O ‐ Pore WaterDGR4‐185.81 54 13‐Aug‐08 32.5 Salina F Unit ArchiveDGR4‐189.16 55 9‐Sep‐08 31 Salina F Unit ArchiveDGR4‐190.57 55 9‐Sep‐08 19 Salina F Unit U of O ‐ Noble gasesDGR4‐192.65 56 9‐Sep‐08 7 Salina F Unit Point Load Testing ‐ AxialDGR4‐192.74 56 8‐Sep‐90 9 Salina F Unit Point Load Testing ‐ DiametralDGR4‐195.02 57 9‐Sep‐08 26 Salina F Unit UWO ‐ Swell TestDGR4‐197.53 57 9‐Sep‐08 36 Salina F Unit ArchiveDGR4‐197.87 58 9‐Sep‐08 19 Salina F Unit P&S TestingDGR4‐198.19 58 9‐Sep‐08 25 Salina F Unit UNB ‐ X‐Ray DiffusionDGR4‐204.25 60 9‐Sep‐08 13 Salina F Unit SGS ‐ XRD & PetrographyDGR4‐205.84 59 9‐Sep‐80 11 Salina F Unit Point Load Testing ‐ DiametralDGR4‐205.92 59 9‐Sep‐08 7 Salina F Unit Point Load Testing ‐ AxialDGR4‐206.09 59 9‐Sep‐08 25 Salina F Unit ArchiveDGR4‐207.28 61 9‐Sep‐08 32 Salina F Unit UWO ‐ Swell TestDGR4‐209.56 61 9‐Sep‐08 24 Salina F Unit ArchiveDGR4‐215.41 63 10‐Sep‐08 24 Salina F Unit ArchiveDGR4‐216.00 63 10‐Sep‐08 10.5 Salina F Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐216.58 64 10‐Sep‐08 14 Salina F Unit Core Labs ‐ PetrophysicsDGR4‐218.19 64 10‐Sep‐08 34 Salina F Unit ArchiveDGR4‐219.91 65 10‐Sep‐08 17 Salina F Unit P&S TestingDGR4‐220.30 65 10‐Sep‐08 26 Salina F Unit ArchiveDGR4‐220.68 65 10‐Sep‐08 10 Salina F Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐223.91 66 10‐Sep‐08 28 Salina E Unit ArchiveDGR4‐228.41 67 10‐Sep‐08 27 Salina E Unit ArchiveDGR4‐229.32 68 10‐Sep‐08 22 Salina E Unit Unibern ‐ PorewaterDGR4‐229.54 68 10‐Sep‐08 20 Salina E Unit UNB ‐ X‐Ray DiffusionDGR4‐229.77 68 10‐Sep‐08 10.5 Salina E Unit SGS ‐ XRD & PetrographyDGR4‐229.88 68 10‐Sep‐08 11.5 Salina E Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐234.32 69 10‐Sep‐08 20 Salina E Unit ArchiveDGR4‐234.56 69 10‐Sep‐08 18 Salina E Unit P&S TestingDGR4‐237.95 71 10‐Sep‐08 25 Salina E Unit ArchiveDGR4‐238.92 71 10‐Sep‐08 12 Salina E Unit Point Load Testing ‐ DiametralDGR4‐239.07 71 10‐Sep‐08 5 Salina E Unit Point Load Testing ‐ AxialDGR4‐242.78 72 10‐Sep‐08 12 Salina E Unit SGS ‐ XRD & PetrographyDGR4‐243.44 72 10‐Sep‐08 22 Salina E Unit U of O ‐ Pore WaterDGR4‐243.65 72 10‐Sep‐08 21 Salina E Unit U of O ‐ Noble gasesDGR4‐244.44 73 11‐Sep‐08 13 Salina E Unit ArchiveDGR4‐244.61 73 11‐Sep‐08 19 Salina E Unit ArchiveDGR4‐245.46 73 11‐Sep‐08 30 Salina E Unit UWO ‐ Swell TestDGR4‐246.71 73 11‐Sep‐08 16 Salina D Unit Point Load Testing ‐ DiametralDGR4‐246.95 73 11‐Sep‐08 4.5 Salina D Unit Point Load Testing ‐ AxialDGR4‐252.42 75 11‐Sep‐08 18 Salina C Unit P&S TestingDGR4‐252.92 75 11‐Sep‐08 26 Salina C Unit ArchiveDGR4‐253.69 76 11‐Sep‐08 26 Salina C Unit Slake DurabilityDGR4‐255.08 76 11‐Sep‐08 24 Salina C Unit Core Labs ‐ PetrophysicsDGR4‐258.95 77 11‐Sep‐08 5 Salina C Unit U of O ‐ Noble gasesDGR4‐269.48 81 11‐Sep‐08 26 Salina B Unit ArchiveDGR4‐269.66 81 11‐Sep‐08 10 Salina B Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐274.43 83 11‐Sep‐08 28.8 Salina B Unit ArchiveDGR4‐274.94 83 11‐Sep‐08 15 Salina B Unit Point Load Testing ‐ Axial Point Load Testing ‐ Diametral


Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐277.72 84 11‐Sep‐08 28 Salina B Unit ArchiveDGR4‐279.76 84 11‐Sep‐08 21 Salina B Unit Slake DurabilityDGR4‐282.93 85 11‐Sep‐08 31 Salina B Unit Unibern ‐ PorewaterDGR4‐284.15 86 11‐Sep‐08 21 Salina B Unit Unibern ‐ PorewaterDGR4‐284.91 86 11‐Sep‐08 20 Salina B Unit Canmet ‐ Uniaxial & AEMDGR4‐287.62 87 11‐Sep‐08 16 Salina B Unit UNB ‐ X‐Ray DiffusionDGR4‐290.18 88 11‐Sep‐08 12 Salina B Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐291.54 88 11‐Sep‐08 24 B Evaporite ArchiveDGR4‐296.97 90 12‐Sep‐08 17 Salina A2 Unit Core Labs ‐ Organic GeochemistryDGR4‐297.89 90 12‐Sep‐08 14 Salina A2 Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐298.42 90 12‐Sep‐08 30 Salina A2 Unit ArchiveDGR4‐299.99 91 12‐Sep‐08 18 Salina A2 Unit P&S TestingDGR4‐302.73 92 12‐Sep‐08 30 Salina A2 Unit ArchiveDGR4‐304.05 92 12‐Sep‐08 24 Salina A2 Unit U of O ‐ Pore WaterDGR4‐304.56 92 12‐Sep‐08 16 Salina A2 Unit SGS ‐ XRD & PetrographyDGR4‐305.97 93 12‐Sep‐08 18 Salina A2 Unit Canmet ‐ Uniaxial & AEMDGR4‐306.10 93 12‐Sep‐08 3.5 Salina A2 Unit Point Load Testing ‐ AxialDGR4‐307.31 93 12‐Sep‐08 16 Salina A2 Unit ArchiveDGR4‐311.15 95 12‐Sep‐08 24 Salina A2 Unit ArchiveDGR4‐317.44 97 12‐Sep‐08 17 Salina A2 Unit ArchiveDGR4‐317.83 97 12‐Sep‐08 3 Salina A2 Unit Point Load Testing ‐ AxialDGR4‐317.85 97 12‐Sep‐08 11 Salina A2 Unit Point Load Testing ‐ DiametralDGR4‐322.68 98 12‐Sep‐08 20 A2 Evaporite Unibern ‐ PorewaterDGR4‐323.00 98 12‐Sep‐08 16 A2 Evaporite UNB ‐ X‐Ray DiffusionDGR4‐323.32 99 12‐Sep‐08 18 A2 Evaporite ArchiveDGR4‐323.75 99 12‐Sep‐08 16 A2 Evaporite ArchiveDGR4‐324.13 99 12‐Sep‐08 13 A2 Evaporite Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐325.03 99 12‐Sep‐08 21 A2 Evaporite ArchiveDGR4‐332.13 101 16‐Sep‐08 21 Salina A1 Unit ArchiveDGR4‐335.71 103 17‐Sep‐08 12 Salina A1 Unit SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR4‐337.11 103 17‐Sep‐08 15 Salina A1 Unit UNB ‐ X‐Ray DiffusionDGR4‐337.43 103 17‐Sep‐08 26 Salina A1 Unit ArchiveDGR4‐337.72 103 17‐Sep‐08 5 Salina A1 Unit Point Load Testing ‐ AxialDGR4‐337.78 103 17‐Sep‐08 11 Salina A1 Unit Point Load Testing ‐ DiametralDGR4‐342.65 105 17‐Sep‐08 32 Salina A1 Unit ArchiveDGR4‐347.29 106 17‐Sep‐08 12 Salina A1 Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐347.50 106 17‐Sep‐08 27 Salina A1 Unit ArchiveDGR4‐350.80 108 17‐Sep‐08 24 Salina A1 Unit U of O ‐ Noble gasesDGR4‐351.75 108 17‐Sep‐08 31 Salina A1 Unit U of O ‐ VDEDGR4‐352.00 108 17‐Sep‐08 19 Salina A1 Unit P&S TestingDGR4‐352.33 108 17‐Sep‐08 15 Salina A1 Unit ArchiveDGR4‐354.06 109 17‐Sep‐08 15 Salina A1 Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐355.73 109 17‐Sep‐08 22 Salina A1 Unit ArchiveDGR4‐357.85 110 17‐Sep‐08 29 Salina A1 Unit U of O ‐ VDEDGR4‐362.04 111 17‐Sep‐08 16 Salina A1 Unit Core Labs ‐ PetrophysicsDGR4‐362.25 111 17‐Sep‐08 25 Salina A1 Unit ArchiveDGR4‐367.90 113 17‐Sep‐08 19 A1 Evaporite U of O ‐ Pore WaterDGR4‐368.09 113 17‐Sep‐08 19 A1 Evaporite Unibern ‐ PorewaterDGR4‐368.39 113 17‐Sep‐08 13 A1 Evaporite SGS ‐ XRD & PetrographyDGR4‐369.43 114 17‐Sep‐08 16 A1 Evaporite Unibern ‐ PorewaterDGR4‐370.47 114 17‐Sep‐08 18 A1 Evaporite ArchiveDGR4‐372.82 115 17‐Sep‐08 9 Salina A0 Unit Point Load Testing ‐ Axial Point Load Testing ‐ Diametral


Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐373.63 115 17‐Sep‐08 16 Salina A0 Unit Core Labs ‐ PetrophysicsDGR4‐375.40 116 17‐Sep‐08 25 Salina A0 Unit Core Labs ‐ PetrophysicsDGR4‐375.59 116 17‐Sep‐08 15 Salina A0 Unit Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐383.03 118 22‐Sep‐08 18 Goat Island P&S TestingDGR4‐383.72 118 22‐Sep‐08 19.5 Goat Island ArchiveDGR4‐386.31 119 22‐Sep‐08 26 Goat Island U of O ‐ Pore WaterDGR4‐386.49 119 22‐Sep‐08 16 Goat Island SGS ‐ XRD & PetrographyDGR4‐387.42 120 22‐Sep‐08 28 Goat Island UNB ‐ X‐Ray DiffusionDGR4‐388.47 120 22‐Sep‐08 20 Goat Island ArchiveDGR4‐393.49 122 22‐Sep‐08 16.2 Goat Island Canmet ‐ Uniaxial & AEMDGR4‐393.70 122 22‐Sep‐08 24 Goat Island ArchiveDGR4‐398.41 123 23‐Sep‐08 24 Goat Island Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐398.63 123 23‐Sep‐08 13 Goat Island Core Labs ‐ PetrophysicsDGR4‐398.81 123 23‐Sep‐08 24 Goat Island ArchiveDGR4‐403.20 125 23‐Sep‐08 25 Gasport ArchiveDGR4‐408.22 126 23‐Sep‐08 19.5 Lions Head ArchiveDGR4‐408.37 126 23‐Sep‐08 12 Lions Head Point Load Testing ‐ DiametralDGR4‐408.50 126 23‐Sep‐08 11 Lions Head Point Load Testing ‐ AxialDGR4‐413.18 128 23‐Sep‐08 29 Cabot Head ArchiveDGR4‐414.78 129 23‐Sep‐08 10 Cabot Head Point Load Testing ‐ DiametralDGR4‐414.88 129 23‐Sep‐08 10 Cabot Head Point Load Testing ‐ AxialDGR4‐417.51 129 23‐Sep‐08 26 Cabot Head ArchiveDGR4‐417.85 130 23‐Sep‐08 15 Cabot Head U of O ‐ Noble gasesDGR4‐418.95 130 23‐Sep‐08 27 Cabot Head U of O ‐ Pore WaterDGR4‐420.37 130 23‐Sep‐08 32 Cabot Head UWO ‐ Swell TestDGR4‐421.70 131 23‐Sep‐08 11 Cabot Head U of O ‐ Noble gasesDGR4‐422.01 131 23‐Sep‐08 10 Cabot Head SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR4‐422.21 131 23‐Sep‐08 25 Cabot Head Unibern ‐ PorewaterDGR4‐422.43 131 23‐Sep‐08 21 Cabot Head UNB ‐ X‐Ray DiffusionDGR4‐425.09 132 23‐Sep‐08 23 Cabot Head U of O ‐ Noble gasesDGR4‐426.19 132 23‐Sep‐08 27 Cabot Head ArchiveDGR4‐426.43 132 23‐Sep‐08 20 Cabot Head P&S TestingDGR4‐428.16 133 24‐Sep‐08 16 Cabot Head Slake DurabilityDGR4‐429.41 133 24‐Sep‐08 28 Cabot Head ArchiveDGR4‐430.55 135 24‐Sep‐08 5 Cabot Head Point Load Testing ‐ AxialDGR4‐430.63 135 24‐Sep‐08 11.5 Cabot Head Point Load Testing ‐ DiametralDGR4‐434.80 136 24‐Sep‐08 30 Cabot Head ArchiveDGR4‐436.20 137 24‐Sep‐08 25 Manitoulin Canmet ‐ Uniaxial & AEMDGR4‐439.28 138 24‐Sep‐08 29 Manitoulin ArchiveDGR4‐439.66 138 24‐Sep‐08 10 Manitoulin Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐441.78 138 24‐Sep‐08 15 Manitoulin Core Labs ‐ PetrophysicsDGR4‐442.58 139 24‐Sep‐08 19 Manitoulin U of O ‐ Pore WaterDGR4‐442.74 139 24‐Sep‐08 11 Manitoulin SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR4‐445.42 140 24‐Sep‐08 21 Manitoulin ArchiveDGR4‐449.98 141 24‐Sep‐08 11 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐450.86 141 24‐Sep‐08 17 Queenston U of O ‐ Noble gasesDGR4‐451.08 141 24‐Sep‐08 27 Queenston ArchiveDGR4‐451.41 142 24‐Sep‐08 16 Queenston Slake DurabilityDGR4‐453.11 142 24‐Sep‐08 20 Queenston ArchiveDGR4‐453.33 142 24‐Sep‐08 17 Queenston P&S TestingDGR4‐454.85 143 24‐Sep‐08 19 Queenston Canmet ‐ BrazilianDGR4‐456.41 143 9‐Oct‐08 20 Queenston SGS ‐ Fracture Mineralogy SGS ‐ XRD & Petrography


Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐457.53 144 24‐Sep‐08 21 Queenston ArchiveDGR4‐459.35 144 24‐Sep‐08 11 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐460.78 145 24‐Sep‐08 22 Queenston ArchiveDGR4‐460.99 145 24‐Sep‐08 17.5 Queenston Canmet ‐ Uniaxial & AEMDGR4‐465.87 146 24‐Sep‐08 24 Queenston ArchiveDGR4‐467.98 147 25‐Sep‐08 13 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐468.92 147 25‐Sep‐08 20.5 Queenston Core Labs ‐ Petrophysics Core Labs ‐ Organic GeochemistryDGR4‐469.13 147 25‐Sep‐08 20.5 Queenston U of O ‐ Pore WaterDGR4‐469.29 147 25‐Sep‐08 10.5 Queenston SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR4‐472.46 148 25‐Sep‐08 26 Queenston ArchiveDGR4‐472.78 149 25‐Sep‐08 20 Queenston Unibern ‐ PorewaterDGR4‐473.72 149 25‐Sep‐08 16.2 Queenston P&S TestingDGR4‐477.43 150 25‐Sep‐08 11 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐477.61 150 25‐Sep‐08 25 Queenston ArchiveDGR4‐477.87 150 25‐Sep‐08 17.5 Queenston Canmet ‐ CADDGR4‐479.25 151 25‐Sep‐08 24 Queenston Canmet ‐ Uniaxial & AEM

DGR4‐481.50 151 25‐Sep‐08 24 Queenston Core Labs ‐ Dean Stark Fluid Saturations Core Labs ‐ NMR/HeDGR4‐482.79 152 25‐Sep‐08 11 Queenston SGS ‐ XRD & Petrography SGS ‐ Lithogeochemistry SGS ‐ SEM / EDSDGR4‐483.69 152 25‐Sep‐08 32 Queenston UWO ‐ Swell TestDGR4‐484.50 152 25‐Sep‐08 19 Queenston Canmet ‐ BrazilianDGR4‐484.97 153 25‐Sep‐08 17 Queenston Slake DurabilityDGR4‐485.67 153 25‐Sep‐08 22 Queenston ArchiveDGR4‐485.87 153 25‐Sep‐08 18 Queenston UNB ‐ Through Diffusion (PSI)DGR4‐489.92 154 25‐Sep‐08 12 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐493.30 155 25‐Sep‐08 24 Queenston ArchiveDGR4‐493.51 155 25‐Sep‐08 18.5 Queenston U of O ‐ Noble gasesDGR4‐493.88 155 25‐Sep‐08 19 Queenston Canmet ‐ Uniaxial & AEMDGR4‐497.44 157 25‐Sep‐08 24 Queenston ArchiveDGR4‐497.57 157 25‐Sep‐08 11 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐501.76 158 25‐Sep‐08 24 Queenston ArchiveDGR4‐503.77 159 25‐Sep‐08 18 Queenston P&S TestingDGR4‐505.22 159 25‐Sep‐08 21 Queenston ArchiveDGR4‐506.67 160 26‐Sep‐08 19 Queenston Canmet ‐ BrazilianDGR4‐507.32 160 26‐Sep‐08 19 Queenston Canmet ‐ Uniaxial & AEM P&S Testing ‐ CanmetDGR4‐507.65 160 26‐Sep‐08 11 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐508.95 160 26‐Sep‐08 26 Queenston U of O ‐ Pore WaterDGR4‐510.88 161 26‐Sep‐08 26 Queenston SGS ‐ XRD & Petrography SGS ‐ Lithogeochemistry SGS ‐ SEM / EDSDGR4‐513.75 162 26‐Sep‐08 24 Queenston ArchiveDGR4‐514.92 162 26‐Sep‐08 26 Queenston Core Labs ‐ Organic GeochemistryDGR4‐515.65 163 26‐Sep‐08 9 Queenston Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐516.63 163 26‐Sep‐08 22 Queenston ArchiveDGR4‐516.89 163 26‐Sep‐08 30 Queenston UNB ‐ X‐Ray DiffusionDGR4‐520.12 164 26‐Sep‐08 30 Georgian Bay ArchiveDGR4‐520.42 164 26‐Sep‐08 30 Georgian Bay Unibern ‐ PorewaterDGR4‐521.62 165 26‐Sep‐08 19 Georgian Bay P&S TestingDGR4‐524.69 166 26‐Sep‐08 32 Georgian Bay ArchiveDGR4‐525.78 166 26‐Sep‐08 23 Georgian Bay Canmet ‐ BrazilianDGR4‐527.56 166 26‐Sep‐08 10 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐531.19 168 26‐Sep‐08 16 Georgian Bay ArchiveDGR4‐532.45 168 26‐Sep‐08 20 Georgian Bay Slake DurabilityDGR4‐532.98 168 26‐Sep‐08 23 Georgian Bay U of O ‐ Noble gases


Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐533.95 169 26‐Sep‐08 15 Georgian Bay ArchiveDGR4‐534.50 169 26‐Sep‐08 13 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐535.71 169 26‐Sep‐08 18 Georgian Bay Canmet ‐ TriaxialDGR4‐536.03 169 26‐Sep‐08 18 Georgian Bay Canmet ‐ Uniaxial & AEMDGR4‐538.65 170 26‐Sep‐80 26 Georgian Bay Core Labs ‐ Petrophysics Core Labs ‐ Organic GeochemistryDGR4‐539.39 170 26‐Sep‐08 11 Georgian Bay SGS ‐ XRD & Petrography SGS ‐ Lithogeochemistry SGS ‐ SEM / EDSDGR4‐541.12 171 26‐Sep‐08 19 Georgian Bay ArchiveDGR4‐542.45 171 26‐Sep‐08 17 Georgian Bay Canmet ‐ Direct ShearDGR4‐544.25 172 27‐Sep‐08 17 Georgian Bay P&S TestingDGR4‐545.80 172 27‐Sep‐08 18 Georgian Bay Canmet ‐ TriaxialDGR4‐549.21 174 27‐Sep‐08 21 Georgian Bay U of O ‐ Pore WaterDGR4‐549.37 174 27‐Sep‐08 17 Georgian Bay ArchiveDGR4‐550.32 174 27‐Sep‐08 22 Georgian Bay U of O ‐ VDEDGR4‐550.54 174 27‐Sep‐08 22 Georgian Bay U of O ‐ VDEDGR4‐550.75 174 27‐Sep‐08 20 Georgian Bay U of O ‐ VDEDGR4‐550.95 174 27‐Sep‐08 22 Georgian Bay U of O ‐ VDEDGR4‐551.55 174 27‐Sep‐08 10 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐552.47 175 27‐Sep‐08 25.5 Georgian Bay Canmet ‐ Uniaxial & AEMDGR4‐552.71 175 27‐Sep‐08 21 Georgian Bay ArchiveDGR4‐553.61 175 27‐Sep‐08 17 Georgian Bay P&S TestingDGR4‐553.99 175 27‐Sep‐08 17.5 Georgian Bay SGS ‐ XRD & PetrographyDGR4‐555.60 176 27‐Sep‐08 22 Georgian Bay Core Labs ‐ Organic GeochemistryDGR4‐556.28 176 27‐Sep‐08 14 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐556.93 176 27‐Sep‐08 22 Georgian Bay ArchiveDGR4‐559.70 177 28‐Sep‐08 19 Georgian Bay UNB ‐ Through Diffusion (PSI)DGR4‐561.29 178 28‐Sep‐08 23 Georgian Bay ArchiveDGR4‐561.89 178 28‐Sep‐08 29 Georgian Bay UWO ‐ Swell TestDGR4‐563.09 178 28‐Sep‐08 12 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐563.40 178 28‐Sep‐08 26 Georgian Bay Canmet ‐ BrazilianDGR4‐566.37 179 28‐Sep‐08 22 Georgian Bay ArchiveDGR4‐569.33 180 28‐Sep‐08 19 Georgian Bay P&S TestingDGR4‐570.96 181 28‐Sep‐08 22 Georgian Bay ArchiveDGR4‐571.23 181 28‐Sep‐08 26.5 Georgian Bay Canmet ‐ CADDGR4‐572.78 181 28‐Sep‐08 15 Georgian Bay U of O ‐ Noble gases

DGR4‐573.89 182 29‐Sep‐08 16.5 Georgian Bay Core Labs ‐ Dean Stark Fluid Saturations Core Labs ‐ NMR/HeDGR4‐575.14 182 29‐Sep‐08 16 Georgian Bay Core Labs ‐ Petrophysics Core Labs ‐ Organic GeochemistryDGR4‐576.74 183 29‐Sep‐08 10 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐577.58 183 29‐Sep‐08 20 Georgian Bay ArchiveDGR4‐578.47 183 29‐Sep‐08 21 Georgian Bay Canmet ‐ Uniaxial & AEMDGR4‐580.04 184 29‐Sep‐08 15.5 Georgian Bay ArchiveDGR4‐582.60 184 29‐Sep‐08 11 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐582.65 185 29‐Sep‐08 23.5 Georgian Bay Canmet ‐ Direct ShearDGR4‐583.27 185 29‐Sep‐08 21 Georgian Bay Canmet ‐ TriaxialDGR4‐584.26 185 29‐Sep‐08 18 Georgian Bay Canmet ‐ CADDGR4‐586.92 186 29‐Sep‐08 17 Georgian Bay ArchiveDGR4‐588.02 186 29‐Sep‐08 13 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐589.74 187 30‐Sep‐08 21 Georgian Bay ArchiveDGR4‐592.38 188 30‐Sep‐08 18 Georgian Bay Slake DurabilityDGR4‐592.70 188 30‐Sep‐08 21 Georgian Bay ArchiveDGR4‐595.38 189 30‐Sep‐08 25 Georgian Bay U of O ‐ Pore WaterDGR4‐595.58 189 30‐Sep‐08 13.5 Georgian Bay SGS ‐ XRD & Petrography SGS ‐ Petrography SGS ‐ Lithogeochemistry


Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐595.90 189 30‐Sep‐08 29 Georgian Bay UNB ‐ X‐Ray DiffusionDGR4‐596.25 189 30‐Sep‐08 12.5 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐596.73 189 30‐Sep‐08 12 Georgian Bay Core Labs ‐ Organic GeochemistryDGR4‐600.35 190 30‐Sep‐08 16 Georgian Bay U of O ‐ Noble gasesDGR4‐600.60 191 30‐Sep‐08 20 Georgian Bay Canmet ‐ TriaxialDGR4‐601.22 192 30‐Sep‐08 25 Georgian Bay ArchiveDGR4‐603.96 193 1‐Oct‐08 25 Georgian Bay Canmet ‐ BrazilianDGR4‐604.58 193 1‐Oct‐08 19 Georgian Bay P&S TestingDGR4‐604.92 193 1‐Oct‐08 18 Georgian Bay ArchiveDGR4‐605.49 194 1‐Oct‐08 20.5 Georgian Bay Canmet ‐ Uniaxial & AEMDGR4‐605.76 194 1‐Oct‐08 12 Georgian Bay Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐606.28 194 1‐Oct‐08 16 Georgian Bay SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR4‐607.61 195 1‐Oct‐08 19 Georgian Bay Canmet ‐ Uniaxial & AEMDGR4‐609.61 195 1‐Oct‐08 23 Blue Mountain Unibern ‐ PorewaterDGR4‐610.48 196 1‐Oct‐08 29 Blue Mountain Unibern ‐ PorewaterDGR4‐611.04 196 1‐Oct‐08 16 Blue Mountain Slake DurabilityDGR4‐614.00 197 1‐Oct‐08 14.5 Blue Mountain Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐615.34 197 1‐Oct‐08 29 Blue Mountain ArchiveDGR4‐618.80 198 2‐Oct‐08 20 Blue Mountain ArchiveDGR4‐619.95 199 2‐Oct‐08 22 Blue Mountain UNB ‐ Through Diffusion (PSI)DGR4‐620.19 199 2‐Oct‐08 21 Blue Mountain Core Labs ‐ Organic Geochemistry Core Labs ‐ PetrophysicsDGR4‐623.31 200 2‐Oct‐08 26 Blue Mountain ArchiveDGR4‐624.40 200 2‐Oct‐08 24 Blue Mountain Canmet ‐ BrazilianDGR4‐625.37 201 2‐Oct‐08 21 Blue Mountain U of O ‐ Pore WaterDGR4‐625.62 201 2‐Oct‐08 27 Blue Mountain ArchiveDGR4‐626.66 201 2‐Oct‐08 9.5 Blue Mountain Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐627.38 201 2‐Oct‐08 11.5 Blue Mountain SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR4‐632.39 203 3‐Oct‐08 28 Blue Mountain UWO ‐ Swell TestDGR4‐632.65 203 3‐Oct‐08 18 Blue Mountain Canmet ‐ Direct ShearDGR4‐633.32 203 3‐Oct‐08 12 Blue Mountain Core Labs ‐ Organic GeochemistryDGR4‐634.77 204 3‐Oct‐08 16 Blue Mountain Slake DurabilityDGR4‐636.16 204 3‐Oct‐08 17 Blue Mountain ArchiveDGR4‐637.03 205 3‐Oct‐08 27.5 Blue Mountain ArchiveDGR4‐637.24 205 3‐Oct‐08 16 Blue Mountain Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐638.49 206 3‐Oct‐08 16 Blue Mountain SGS ‐ Lithogeochemistry SGS ‐ XRD & Petrography SGS ‐ SEM / EDSDGR4‐639.73 206 3‐Oct‐08 10 Blue Mountain Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐639.90 206 3‐Oct‐08 26 Blue Mountain UNB ‐ X‐Ray DiffusionDGR4‐640.25 206 3‐Oct‐08 15 Blue Mountain Core Labs ‐ Organic GeochemistryDGR4‐642.11 207 4‐Oct‐08 10 Blue Mountain Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐642.80 207 4‐Oct‐08 25 Blue Mountain ArchiveDGR4‐643.03 207 4‐Oct‐08 18.5 Blue Mountain U of O ‐ Noble gasesDGR4‐643.15 207 4‐Oct‐08 16.5 Blue Mountain U of O ‐ Pore WaterDGR4‐645.88 208 4‐Oct‐08 18 Blue Mountain Canmet ‐ BrazilianDGR4‐647.20 209 4‐Oct‐08 7 Blue Mountain Point Load Testing ‐ AxialDGR4‐647.40 209 4‐Oct‐08 19 Blue Mountain Unibern ‐ PorewaterDGR4‐652.79 211 5‐Oct‐08 30 Blue Mountain ‐ Lower ArchiveDGR4‐654.30 211 5‐Oct‐08 20 Cobourg ‐ Collingwood U of O ‐ Pore WaterDGR4‐654.53 211 5‐Oct‐08 25 Cobourg ‐ Collingwood Unibern ‐ PorewaterDGR4‐654.81 211 5‐Oct‐08 15 Cobourg ‐ Collingwood Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐655.14 211 5‐Oct‐08 9.5 Cobourg ‐ Collingwood SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR4‐655.48 211 5‐Oct‐08 19 Cobourg ‐ Collingwood Core Labs ‐ Organic GeochemistryDGR4‐655.83 213 5‐Oct‐08 31 Cobourg ‐ Collingwood Archive


Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐656.13 213 9‐Oct‐08 20 Cobourg ‐ Collingwood Canmet ‐ TriaxialDGR4‐656.57 213 5‐Oct‐08 18 Cobourg ‐ Collingwood Slake DurabilityDGR4‐658.20 213 5‐Oct‐08 20 Cobourg ‐ Collingwood Canmet ‐ Direct ShearDGR4‐658.40 213 5‐Oct‐08 19 Cobourg ‐ Collingwood Canmet ‐ BrazilianDGR4‐658.60 213 5‐Oct‐08 20 Cobourg ‐ Collingwood Canmet ‐ Uniaxial & AEMDGR4‐659.98 214 9‐Oct‐08 20 Cobourg ‐ Collingwood Canmet ‐ TriaxialDGR4‐661.24 214 5‐Oct‐08 24 Cobourg ‐ Collingwood UNB ‐ Through Diffusion (PSI)DGR4‐661.43 214 5‐Oct‐08 15.5 Cobourg ‐ Collingwood Mirarco ‐ ChercharDGR4‐662.53 215 6‐Oct‐08 20 Cobourg Canmet ‐ BrazilianDGR4‐662.63 215 6‐Oct‐08 19.5 Cobourg ArchiveDGR4‐662.83 215 6‐Oct‐08 20 Cobourg Unibern ‐ PorewaterDGR4‐663.03 215 6‐Oct‐08 20.5 Cobourg U of O ‐ Noble gasesDGR4‐663.25 215 6‐Oct‐08 23 Cobourg U of O ‐ Pore WaterDGR4‐663.48 215 6‐Oct‐08 22 Cobourg Canmet ‐ TriaxialDGR4‐663.70 215 6‐Oct‐08 22 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐663.90 215 6‐Oct‐08 17 Cobourg Canmet ‐ Direct ShearDGR4‐664.05 215 6‐Oct‐08 11 Cobourg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐664.15 215 6‐Oct‐08 10.5 Cobourg Mirarco ‐ ChercharDGR4‐664.26 215 6‐Oct‐08 10 Cobourg SGS ‐ XRD & PetrographyDGR4‐664.46 215 6‐Oct‐08 40 Cobourg Canmet ‐ Long Term StrengthDGR4‐665.41 216 6‐Oct‐08 31 Cobourg Unibern ‐ PorewaterDGR4‐665.81 216 6‐Oct‐08 22 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐666.03 216 6‐Oct‐08 20 Cobourg Canmet ‐ Direct ShearDGR4‐667.11 216 6‐Oct‐08 20 Cobourg Canmet ‐ TriaxialDGR4‐667.31 216 6‐Oct‐08 21 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐667.47 216 6‐Oct‐08 12 Cobourg Mirarco ‐ ChercharDGR4‐667.66 216 6‐Oct‐08 27 Cobourg Unibern ‐ PorewaterDGR4‐667.94 217 6‐Oct‐08 12.5 Cobourg SGS ‐ Lithogeochemistry SGS ‐ SEM / EDS SGS ‐ XRD & PetrographyDGR4‐668.10 217 6‐Oct‐08 20 Cobourg Unibern ‐ Forced AdvectionDGR4‐668.43 217 6‐Oct‐08 15.5 Cobourg Slake DurabilityDGR4‐668.56 217 6‐Oct‐08 12.5 Cobourg Mirarco ‐ ChercharDGR4‐668.73 217 6‐Oct‐08 20 Cobourg Canmet ‐ Direct ShearDGR4‐668.89 217 6‐Oct‐08 15 Cobourg Core Labs ‐ PetrophysicsDGR4‐669.18 217 6‐Oct‐08 41 Cobourg U of O ‐ VDEDGR4‐669.50 217 6‐Oct‐08 23 Cobourg ArchiveDGR4‐669.90 217 6‐Oct‐08 40.5 Cobourg Canmet ‐ Long Term Strength Canmet ‐ Uniaxial & AEMDGR4‐670.22 217 6‐Oct‐08 20.5 Cobourg Canmet ‐ BrazilianDGR4‐670.43 217 6‐Oct‐08 21.5 Cobourg U of O ‐ Noble gasesDGR4‐670.60 217 6‐Oct‐08 10 Cobourg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐670.76 217 6‐Oct‐08 20.5 Cobourg Unibern ‐ PorewaterDGR4‐671.02 218 6‐Oct‐08 18.5 Cobourg U of O ‐ Pore WaterDGR4‐671.24 218 6‐Oct‐08 22.5 Cobourg UNB ‐ Through Diffusion (PSI)DGR4‐671.43 218 6‐Oct‐08 20 Cobourg Canmet ‐ TriaxialDGR4‐671.66 218 6‐Oct‐08 21.5 Cobourg Canmet ‐ CADDGR4‐671.83 218 6‐Oct‐08 10 Cobourg Mirarco ‐ ChercharDGR4‐671.94 218 6‐Oct‐08 12 Cobourg SGS ‐ XRD & PetrographyDGR4‐672.43 218 6‐Oct‐08 20 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐672.63 218 6‐Oct‐08 20 Cobourg Canmet ‐ BrazilianDGR4‐672.85 218 6‐Oct‐08 18.5 Cobourg Unibern ‐ PorewaterDGR4‐673.07 218 6‐Oct‐08 20 Cobourg Canmet ‐ Direct ShearDGR4‐673.28 218 6‐Oct‐08 20 Cobourg Canmet ‐ TriaxialDGR4‐673.72 218 6‐Oct‐08 11 Cobourg Mirarco ‐ Cherchar


Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐674.16 219 6‐Oct‐08 35 Cobourg Canmet ‐ Long Term StrengthDGR4‐674.47 219 6‐Oct‐08 20 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐674.67 219 6‐Oct‐08 20 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐674.79 219 6‐Oct‐08 4 Cobourg Point Load Testing ‐ AxialDGR4‐674.83 219 6‐Oct‐08 4 Cobourg Point Load Testing ‐ AxialDGR4‐674.87 219 6‐Oct‐08 4 Cobourg Point Load Testing ‐ AxialDGR4‐674.91 219 6‐Oct‐08 4 Cobourg Point Load Testing ‐ AxialDGR4‐674.96 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐675.01 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐675.06 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐675.11 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐675.16 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐675.21 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐675.34 219 6‐Oct‐08 19.5 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐675.54 219 6‐Oct‐08 18 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐675.74 219 6‐Oct‐08 20 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐675.88 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐675.93 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐675.98 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐676.08 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐676.16 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐676.21 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐676.26 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐676.31 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐676.36 219 6‐Oct‐08 4.7 Cobourg Point Load Testing ‐ AxialDGR4‐676.48 219 6‐Oct‐08 20 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐676.63 219 6‐Oct‐08 5 Cobourg Point Load Testing ‐ AxialDGR4‐676.73 219 6‐Oct‐08 20.5 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐677.14 220 6‐Oct‐08 19.5 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐677.32 220 6‐Oct‐08 15 Cobourg Mirarco ‐ ChercharDGR4‐677.48 220 6‐Oct‐08 17 Cobourg SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR4‐677.69 220 6‐Oct‐08 20 Cobourg Canmet ‐ Direct ShearDGR4‐678.69 220 6‐Oct‐08 12 Cobourg Mirarco ‐ ChercharDGR4‐678.87 220 6‐Oct‐08 22.4 Cobourg Canmet ‐ TriaxialDGR4‐679.10 220 6‐Oct‐08 18 Cobourg Canmet ‐ BrazilianDGR4‐679.32 220 6‐Oct‐08 19.5 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐679.53 220 6‐Oct‐08 18 Cobourg Canmet ‐ Direct ShearDGR4‐679.70 220 6‐Oct‐08 13 Cobourg Core Labs ‐ PetrophysicsDGR4‐679.83 220 6‐Oct‐08 8.5 Cobourg Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐679.95 220 6‐Oct‐08 20 Cobourg Unibern ‐ Forced AdvectionDGR4‐680.32 221 7‐Oct‐08 43 Cobourg Canmet ‐ Long Term StrengthDGR4‐680.68 221 7‐Oct‐08 23.5 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐681.32 221 7‐Oct‐08 21 Cobourg UNB ‐ Through Diffusion (PSI)DGR4‐681.70 221 7‐Oct‐08 19 Cobourg Unibern ‐ PorewaterDGR4‐681.90 221 7‐Oct‐08 21 Cobourg U of O ‐ Pore WaterDGR4‐682.22 221 7‐Oct‐08 26 Cobourg ArchiveDGR4‐682.41 221 7‐Oct‐08 12 Cobourg SGS ‐ XRD & Petrography SGS ‐ SEM / EDS SGS ‐ LithogeochemistryDGR4‐682.58 221 7‐Oct‐08 21 Cobourg Canmet ‐ TriaxialDGR4‐682.92 221 7‐Oct‐08 13 Cobourg Mirarco ‐ ChercharDGR4‐683.07 221 7‐Oct‐08 16 Cobourg U of O ‐ Noble gasesDGR4‐683.44 222 7‐Oct‐08 19.5 Cobourg Canmet ‐ TriaxialDGR4‐683.72 222 7‐Oct‐08 18.5 Cobourg Canmet ‐ Direct Shear


Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐683.97 222 7‐Oct‐08 18.5 Cobourg Canmet ‐ BrazilianDGR4‐684.66 222 7‐Oct‐08 19.5 Cobourg Canmet ‐ Uniaxial & AEMDGR4‐684.86 222 7‐Oct‐08 9 Cobourg Mirarco ‐ ChercharDGR4‐685.14 222 7‐Oct‐08 21 Cobourg Unibern ‐ Porewater

DGR4‐685.30 222 7‐Oct‐08 10 Cobourg Core Labs ‐ Dean Stark Fluid Saturations Core Labs ‐ NMR/HeDGR4‐685.44 222 7‐Oct‐08 19 Cobourg ArchiveDGR4‐685.68 222 7‐Oct‐08 28 Cobourg Unibern ‐ Forced AdvectionDGR4‐685.88 222 7‐Oct‐08 13 Cobourg Core Labs ‐ PetrophysicsDGR4‐689.33 224 7‐Oct‐08 21 Sherman Fall ArchiveDGR4‐694.35 225 7‐Oct‐08 20 Sherman Fall P&S TestingDGR4‐697.41 226 7‐Oct‐08 30 Sherman Fall ArchiveDGR4‐698.54 227 7‐Oct‐08 25 Sherman Fall SGS ‐ Fracture Mineralogy SGS ‐ XRD & PetrographyDGR4‐701.32 227 7‐Oct‐08 11.5 Sherman Fall Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐702.86 228 7‐Oct‐08 19.2 Sherman Fall Canmet ‐ Uniaxial & AEMDGR4‐703.15 228 7‐Oct‐08 19.3 Sherman Fall Canmet ‐ Direct ShearDGR4‐703.86 228 7‐Oct‐08 27 Sherman Fall U of O ‐ Pore WaterDGR4‐704.12 228 7‐Oct‐08 25 Sherman Fall U of O ‐ Pore WaterDGR4‐706.10 229 8‐Oct‐08 18.5 Sherman Fall P&S TestingDGR4‐707.28 229 8‐Oct‐08 26 Sherman Fall ArchiveDGR4‐707.86 230 8‐Oct‐08 15 Sherman Fall Core Labs ‐ PetrophysicsDGR4‐708.70 230 8‐Oct‐08 19.7 Sherman Fall Canmet ‐ CADDGR4‐711.25 231 8‐Oct‐08 44 Sherman Fall U of O ‐ VDEDGR4‐711.90 231 8‐Oct‐08 15 Sherman Fall Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐712.46 231 8‐Oct‐08 19 Sherman Fall ArchiveDGR4‐715.07 232 8‐Oct‐08 12 Sherman Fall SGS ‐ Lithogeochemistry SGS ‐ SEM / EDS SGS ‐ XRD & PetrographyDGR4‐716.15 232 8‐Oct‐08 23.5 Sherman Fall U of O ‐ Pore WaterDGR4‐716.82 233 8‐Oct‐08 27 Sherman Fall ArchiveDGR4‐717.12 233 8‐Oct‐08 22 Sherman Fall Unibern ‐ PorewaterDGR4‐719.15 233 8‐Oct‐08 20 Kirkfield UNB ‐ Through Diffusion (PSI)DGR4‐720.15 234 8‐Oct‐08 10 Kirkfield Point Load Testing ‐ AxialDGR4‐721.14 234 8‐Oct‐08 24 Kirkfield ArchiveDGR4‐725.20 235 8‐Oct‐08 20.6 Kirkfield Canmet ‐ Uniaxial & AEMDGR4‐725.68 235 8‐Oct‐08 15.5 Kirkfield Canmet ‐ Direct ShearDGR4‐725.92 236 8‐Oct‐08 19 Kirkfield U of O ‐ Pore WaterDGR4‐726.82 236 8‐Oct‐08 16.5 Kirkfield P&S TestingDGR4‐727.62 236 8‐Oct‐08 20 Kirkfield U of O ‐ Noble gases

DGR4‐728.62 236 8‐Oct‐08 27 Kirkfield Core Labs ‐ Dean Stark Fluid Saturations Core Labs ‐ NMR/HeDGR4‐730.07 237 8‐Oct‐08 26 Kirkfield ArchiveDGR4‐731.72 237 8‐Oct‐08 11 Kirkfield Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐733.12 238 9‐Oct‐08 20 Kirkfield ArchiveDGR4‐737.08 239 9‐Oct‐08 11 Kirkfield Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐737.26 239 9‐Oct‐08 26 Kirkfield ArchiveDGR4‐737.48 239 9‐Oct‐08 16.8 Kirkfield P&S TestingDGR4‐740.63 240 9‐Oct‐08 20.5 Kirkfield U of O ‐ Pore WaterDGR4‐740.82 240 9‐Oct‐08 12.5 Kirkfield SGS ‐ Lithogeochemistry SGS ‐ XRD & Petrography SGS ‐ SEM / EDSDGR4‐740.94 240 9‐Oct‐08 17 Kirkfield U of O ‐ Noble gasesDGR4‐743.01 241 9‐Oct‐08 31 Kirkfield ArchiveDGR4‐745.96 242 9‐Oct‐08 10 Kirkfield Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐746.53 242 9‐Oct‐08 44.5 Kirkfield U of O ‐ VDEDGR4‐747.77 243 9‐Oct‐08 24.5 Kirkfield UNB ‐ Through Diffusion (PSI)


Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐752.75 244 18‐Oct‐08 21 Kirkfield ArchiveDGR4‐754.42 245 18‐Oct‐08 19 Kirkfield P&S TestingDGR4‐755.18 245 18‐Oct‐08 31 Kirkfield ArchiveDGR4‐757.28 246 18‐Oct‐08 12 Kirkfield Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐760.98 247 18‐Oct‐08 28 Kirkfield ArchiveDGR4‐764.26 248 18‐Oct‐08 19 Coboconk P&S TestingDGR4‐765.17 248 18‐Oct‐08 28 Coboconk ArchiveDGR4‐765.36 248 18‐Oct‐08 9.5 Coboconk Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐767.65 249 18‐Oct‐08 17 Coboconk Core Labs ‐ PetrophysicsDGR4‐768.13 249 18‐Oct‐08 20 Coboconk UNB ‐ Through Diffusion (PSI)DGR4‐768.52 249 18‐Oct‐08 20 Coboconk U of O ‐ Pore WaterDGR4‐770.98 250 19‐Oct‐08 22 Coboconk ArchiveDGR4‐772.19 251 19‐Oct‐08 20 Coboconk U of O ‐ Pore WaterDGR4‐772.38 251 19‐Oct‐08 18 Coboconk U of O ‐ Noble gasesDGR4‐772.51 251 19‐Oct‐08 10 Coboconk SGS ‐ XRD & PetrographyDGR4‐776.84 252 19‐Oct‐08 10 Coboconk Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐777.37 252 19‐Oct‐08 22 Coboconk ArchiveDGR4‐781.12 254 19‐Oct‐08 19 Coboconk P&S TestingDGR4‐783.93 255 19‐Oct‐08 30 Coboconk ArchiveDGR4‐787.78 256 19‐Oct‐08 23 Gull River ArchiveDGR4‐788.94 256 19‐Oct‐08 10 Gull River Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐792.29 257 20‐Oct‐08 24 Gull River U of O ‐ Pore WaterDGR4‐794.49 258 20‐Oct‐08 22 Gull River ArchiveDGR4‐798.67 259 20‐Oct‐08 15 Gull River Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐800.32 260 20‐Oct‐08 19 Gull River ArchiveDGR4‐801.10 260 20‐Oct‐08 25 Gull River U of O ‐ Pore WaterDGR4‐801.89 260 20‐Oct‐08 14 Gull River U of O ‐ Noble gasesDGR4‐802.76 261 20‐Oct‐08 31 Gull River ArchiveDGR4‐806.22 262 20‐Oct‐08 18 Gull River P&S TestingDGR4‐808.93 263 21‐Oct‐08 23 Gull River ArchiveDGR4‐809.65 263 21‐Oct‐08 10 Gull River Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐814.05 264 21‐Oct‐08 19 Gull River ArchiveDGR4‐816.24 265 21‐Oct‐08 26 Gull River U of O ‐ Pore WaterDGR4‐817.30 265 21‐Oct‐08 11 Gull River SGS ‐ XRD & Petrography SGS ‐ Lithogeochemistry SGS ‐ SEM / EDSDGR4‐819.24 266 21‐Oct‐08 22 Gull River ArchiveDGR4‐819.41 266 21‐Oct‐08 10 Gull River Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐822.35 267 21‐Oct‐08 21 Gull River U of O ‐ Pore WaterDGR4‐822.57 267 21‐Oct‐08 22 Gull River UNB ‐ Through Diffusion (PSI)DGR4‐825.39 268 22‐Oct‐08 23 Gull River ArchiveDGR4‐825.78 268 22‐Oct‐08 18 Gull River P&S TestingDGR4‐832.14 270 22‐Oct‐08 26 Gull River ArchiveDGR4‐832.39 270 22‐Oct‐08 10 Gull River Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐835.20 271 22‐Oct‐08 25 Gull River ArchiveDGR4‐837.13 272 22‐Oct‐08 29 Gull River ArchiveDGR4‐837.94 272 22‐Oct‐08 10 Gull River Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐840.25 273 22‐Oct‐08 12 Shadow Lake Point Load Testing ‐ Axial Point Load Testing ‐ DiametralDGR4‐841.06 273 22‐Oct‐08 20 Shadow Lake Unibern ‐ PorewaterDGR4‐842.27 274 22‐Oct‐08 23 Shadow Lake U of O ‐ Pore WaterDGR4‐842.68 274 22‐Oct‐08 27 Shadow Lake U of O ‐ Noble gasesDGR4‐843.08 274 22‐Oct‐08 27 Shadow Lake ArchiveDGR4‐845.65 275 23‐Oct‐08 19.5 Cambrian U of O ‐ Pore WaterDGR4‐845.79 275 23‐Oct‐08 10 Cambrian SGS ‐ SEM / EDS SGS ‐ XRD & Petrography SGS ‐ Lithogeochemistry


Sample ID Core Run Date Collected Sample Length (cm) Formation Analyis ‐ 1 Analysis ‐ 2 Analysis ‐ 3DGR4‐847.48 275 23‐Oct‐08 21 Cambrian Unibern ‐ PorewaterDGR4‐849.11 276 23‐Oct‐08 7 Cambrian SGS ‐ Fracture MineralogyDGR4‐849.23 276 23‐Oct‐08 19 Cambrian P&S TestingDGR4‐850.25 276 23‐Oct‐08 30 Cambrian ArchiveDGR4‐851.77 277 23‐Oct‐08 24 Cambrian U of O ‐ Noble gasesDGR4‐852.77 277 23‐Oct‐08 25 Cambrian U of O ‐ Pore WaterDGR4‐853.53 277 23‐Oct‐08 9 Cambrian Point Load Testing ‐ Axial Point Load Testing ‐ Diametral


Technical Report - ceaa.gc.ca · Technical Report: Drilling, ... 3.3.1 Borehole and Casing Sizes ... to complete the borehole drilling and permanent casing installation at DGR-3 and

Documents