Post on 07-Sep-2018
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