4941000N

4941100N

4941200N

4941300N

4941400N

4941500N

4941600N

4941700N

4941800N

4941900N

4942000N

65

02

00

E

65

010

0E

4940800N

4940700N

4941000N

4941100N

4940900N

4941200N

4941300N

4941400N

4941500N

4941600N

4941700N

4941800N

4941900N

4942000N

4940800N

4940700N

4940600N 4940600N

4940500N

4940400N

4940300N

4940200N

4940100N

4940000N

242.7

242.6

242.5

242.5

242.4

242.4

242.3

242.2

242.2

242.1

242

242

242

241.9

241.9

241.8

241.8

241.8

241.7

241.7

241.6

0241.6

241.5

241.5

241.4

241.3

241.3

241.2

241.2

241.1

241.1

241

240.9

240.8

240.7

240.7

240.6

240.5

240.4

240.3

240.2

240.1

239.9

239.8

239.7

239.6

239.5

239.4

239.2

239.2

239

238.9

238.8

238.6

238.5

238.3

238.2

238.1

238

237.9

237.8

237.7

237.6

237.4

237.3

237.2

237.1

237

236.8

236.7

236.5

236.4

236.2

236235.9

235.8235.7

235.6

235.5

235.4

235.2

235.1

234.9

234.2

242.9

243.5

244.1

244.7

245.3

245.9

246.6

248.1

249.6

250.6

251.2

251.1

251.3

251.5

251.5

251.3

251

250.6

249.9

249

248.7

248.1

247

246.3

245.5

244.6

244.2

244.2

245.1

245.4

245.3

245.5

245.5

245.6

246

246

245.8

245.8

245.2

244.9

244.4

244.5

245.3

245.8

245.7

245.9

245.8

245.8

245.9 246.1

246.2

246.9

247

246.9

246.5

246.9

249

248.7

247.8

247.4

246.8

246.1

245.2

244

242.7

241.9

241.2

240.6

240.3

239.8

239.5

239.4

238.9

238.6

238238

238.1237.5

237.8

237.6

237.6

237.9

238.1

238.3

236.5

4940900NA12

A6

A4 A3

A2

A1

A5

A7

A8

A13

D3

D1

B14

B13

B7

B6

B5

B4

B9

B3

B2

B1

A9

Crest Elevations

Silt

SettlingSump

Ramp

Quarry Floor

Primary Crusher

Crest - Upper

Berm

HP

HP

HP

HP

HP

HP

HPHPHP

HP

HP

HP

Hoppers

Trailer

Asphalt Plant

Well Casing #1

Old ScaleOffices

Miller Road

Gate

Fence Line

HoldingPond

Ramp

HP

Screen #1

Screen #2 & #3

Control Tower

Secondary Crusher

Electrical Trailer

Septic BedOffices

Centre Line of Ditch

Edge of Water Path

Edge of Erosion

Limits of PondOutlet of Sump& Wash Plant

Silt Dams

Invert of CulvertTop of Culvert

Water LevelTwo Culverts

Crest of Pond Berm

Outlet of Pond

Maintenance Shop

Generator

4942100N

4942200N

4942300N

4942400N

4942500N

4942600N

65

110

0E

65

100

0E

65

09

00

E

65

08

00

E

65

070

0E

65

06

00

E

65

05

00

E

65

04

00

E

65

03

00

E

Berm

Miller Road

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

Quarry Floor

Edge of Water Course

See Drawing Miller-Carden Q-UTM-03 R0 for details of drainage.

Pond

Pond

Settling

Well Casing #4

Well Casing #2

Well Casing #3

Well Casing #5

Well Casing #6

Berm Marked in Field(July/09)

Dam

Dam

Dam

Dam

Road

Culvert

Culvert

Planned Stream Relocation

Planned Stream Relocation

Planned Stream Relocation

Existing Stream

Existing Stream

Existing Stream

65

120

0E

65

130

0E

65

140

0E

65

150

0E

4942700N

4942800N

4942900N

4943000N

4943100N

4942100N

4942200N

4942300N

4942400N

4942500N

4942600N

4942700N

4942800N

4942900N

4943000N

4943100N

First Aid Trailer

Well Casing

Well Casing (Removed)

Well Casing #9

Well Casing (GL7-1) (GL7-2)

Well Casing #8

Water Meter El = 242.27Water Meter El = 241.83

Well #10 (GL-8-1&2)

Well #11 (GL-9-1)

Screen

Stacker

New Scale

Ditch Elevations

Well #12 (GL-9-2)

Well #13 (GL-9-3)

65

04

00

E

65

03

00

E

65

05

00

E

65

06

00

E

65

070

0E

65

08

00

E 65

09

00

E

65

100

0E

65

110

0E

65

120

0E

65

130

0E 65

140

0E

65

150

0E

65

160

0E

65

170

0E

65

180

0E

65

190

0E

65

160

0E

65

170

0E

65

180

0E

65

190

0E

30m

30m

30m

15m

30m

30m

30m

30m

30m

30m

30m

30m

30m

30m

30m

30m

30m

Berm Marked in Field(Dec./12)

Well Casing #26 (10-3) (was #17)

Well Casing #15250.754m - Cap250.697m - Cap250.653m - Cap

247.224m - Cap

Well Casing #20 BH14-i

Elev. on Plate for Data Logger -229.42m

Well Casing #22 BH12-iiWell Casing #21 BH12-iiiWell Casing #14 (127377)

Berm Volume Limit

Ridges

Top of 2:1 Slope forPlanned Stream Relocation

Invert of Proposed Ditch

Existing Ground

Invert of Proposed Ditch

Existing Ground

2:1 Slope & ExistingGround Intercept

2:1 Slope & ExistingGround Intercept

2:1 Slope & ExistingGround Intercept

Proposed Western Ditch

Crest - Nov. /16

Crest - Nov. /15

Well Casing #27 (10-2)

Well Casing #28 (10-1)

Well Casing #25 (W3)

Culvert

Culvert

65

20

00

E

65

210

0E

Well Casing

Limit of StrippingOct. /17

Limit of StrippingNov./16

Crest - Nov. /15

A10

A11

B11B8

D2

D4Crest - Nov./16

Crest - Nov. /16

Estimated Crest - Nov. /16

Crest - Nov. /16

Crest - Nov. /6

In-bank Area #1

Rehab 3:1 SlopeStaked in FieldDec. 1/16

A14

A15

B10B12

Total Length = 581m

F1

F2

F3

F4

F6

F7

F5

F15

F13F20

F19

F14

F11

F10F9

F8

F15

F16

F17

F18

F12

F24

F21

F22F23

F25

F37

F40

F39

F34

F33F32

F35

F36

F31

F30

F29

F28

F27

F26

F38

E6

E5

E4

E3

E2

E1

C7

C6

C2

C5

C4

C1

C3

A16

In-bank Area #2

In-bank Area #3

In-bank Area #4

Crest - Oct. /17

Crest - Oct. /17

Crest - Oct. /17

Crest - Nov. /16

Crest - Nov. /16

Crest - Nov. /16

A17

F41

SumpCrest Elevation (12/17) 228.18 mWater Elevation (12/17) 228.02 m

1 : 2500 SHEET 2 OF 2

R17REVDWG NO.

SCALE: (Metric)E

SIZE

DATE

SURVEYED BY:

BGCHECKED BY:

DRAWN BY: SB

DateDescriptionRev. #Brechin, Ontario

Carden Quarry

Miller-CardenQ-UTM-01Grid:

50m X 50m

JC

Dec. 19/17

Site Plan

Inbank Rock Volume Removed

Date1 Nov. /16 - Oct. /172

Stockpile BasesLower BenchMiddle BenchUpper Bench

5. Stockpiles surveyed on Oct. 30, 2017.

HP Hydro Pole

LEGEND:

4. All volumes are in cubic metres.3. Stockpile outlines are actual base points.2. Coordinates are UTM NAD83.1. All elevations are in metres, ASL.NOTES:

6. Contour interval is 1 metre.Limit of Stripping

241.11 - West242.97

Top of Casing Elevation (m)I.D.

GL6

GL4

GL1

245.62 - North West

238.54 - West

GL5 246.44 - North

GL2 247.16 - South

241.11 - East

245.70 - South East

238.53 - Mid238.51 - East

246.56 - South

247.14 - Mid247.26 - North

Property LineProperty Offset

99.9 Stream ElevationDam

GL6

GL4

GL1GL1

GL5

GL2GL2

GL7 237.98 - South237.98 - North

250.43241.17

GL7

OW5

1Well #

2

3

4

5

6

7

89

GL8-1GL8-2GL9-1GL9-2GL9-3

10

111213

251.00251.32241.88242.43241.97

Iron Bar

3

Inbank Volume (m )3

362,400

12737714 247.2215 250.75 - North

250.70 - Centre250.65 - South

12737616 250.4517 247.30 - East

247.29 - West

Stripping

- AREA A - Asphalt Plant

- AREA B - Production Area

- AREA C - Upper Bench - South Wall- AREA D - Mid-Bench - West Side- AREA E - Mid-Bench - East Side- AREA F - Quarry Floor

250.42Top of Casing Elevation (m)I.D.

18Well #Wells - Surveyed Nov. 28, 2013

BH-13-iii250.0819 BH-13-ii250.0720 BH-14-i247.0321 BH-12-iii246.9022 BH-12-ii

7. Approx. Berm Volume = 309,000m , to limits shown on drawing,3

as of November 28, 2013.

Proposed Western Ditch

8. Proposed western ditch total length - 3,650 m. Top of Pipe Elevation (m)I.D.Well #Wells - Surveyed Oct. 30, 2014

249.64W-123

247.1510-326247.1610-227247.1510-128

243.53W-325251.66W-224

247.591P-129

R13 Inventory and Quarry Update Nov/Dec. 2015

PREPARED BY:

10. Quarried Area - 77.87 ha - Oct. 30/17.9. Disturbed Area - 101.03 ha - Oct. 30/17.

R14 Inventory and Quarry Update Nov/Dec. 2016

Total4

11. Stripped Area - 4.05 ha - Oct. 30/17.

R15 Addition of Total Rehab Linear Toe Distance Mar. 2017

Face Profiling / Bore Hole DeviationLaser & Aerial Surveying

TM

apply innovation

smd.services@renishaw.com(613)692-0131Fax(613)692-0132

RTK GPS / Cavity MonitoringEmailTel

Manotick, ON K4M 1A21165 Beaverwood Road

Renishaw (Canada) Limited R

R16 Inventory and Quarry Update Nov. 2017

Nov. /16 - Oct. /17Nov. /16 - Oct. /17Nov. /16 - Oct. /17

45,80524,41029,910462,525

R17 Sump Details Added Dec. 2017

Dec. 19/17

Dec. 18/17