PROPOSED UPLAND LANDFILL HYDROGEOLOGICAL REVIEW …...tp3-17 tp5-17 tp9-17 tp8-17 tp7-17 tp4-17...
Transcript of PROPOSED UPLAND LANDFILL HYDROGEOLOGICAL REVIEW …...tp3-17 tp5-17 tp9-17 tp8-17 tp7-17 tp4-17...
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PROPOSED UPLAND LANDFILL
HYDROGEOLOGICAL REVIEW BY
GW SOLUTIONS
Victoria, October 6, 2017
1
-
OUTLINE
Setting
Sensitive Receptors - Issues
Completed Work
Remaining Questions
2
-
OUTLINE
Setting
3
-
44km
Image©2017DigitalGlobe
Image©2017DigitalGlobe
Image©2017DigitalGlobe
©2017Google
©2017Google
©2017Google
Image©2017IMTCAN
Image©2017IMTCAN
Image©2017IMTCAN
Rico Lake
Campbell River Water Intake
Cold Creek
Quinsam River Hatchery
Quinsam River
McIvor Lake
John Hart Lake
Campbell River
Uplands Landfill
-
5
Rico Lake
Cold Creek
Quinsam River Hatchery
Groundwater flow
-
6
!(Ó
Cold
Creek
McIvorLake
RicoLake
CampbellLake
John HartLake
Fli n tof fCreek
Casey Cr
eek
Wil low Creek
Qui nsamRiver
Sno wdonCree
k
High
way
28Inland Island H
ighway
Inla
ndIs
land
Hig
hway847 IIB (8)
975 IIA (10)
976 IIC (7)
FIGURE 2.1
088877-03 May 23, 2017
GIS File: Q:\GIS\PROJECTS\88000s\88877\Layouts\009\88877-03(009)GIS-OT006.mxd
DRAINAGE MAP
Source: CanVec Edition 1.1 © Department of Natural Resources Canada. All rights reserved. National Road Network 2.0 GeoBaseCoordinate System: NAD 1983 UTM Zone 10N
UPLANDS EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
SITE
0 600 1,200 1,800
Meters
LegendAquifer Demand
Unconsolidated Medium Productivity
Unconsolidated Low Productivity
Wetland
Watercourse
Manmade Hydrographic Entity (Dam)
!(Ó Quinsam River Hatchery975 IIA (10) - Aquifer Name975 - Aquifer TagIIC - Aquifer Classification
CAMPBELL RIVER
Ladore Dam
John HartDam
Mapped Aquifers and Drainage
Map provided by Uplands
-
7
!(Ó
Cold
Creek
McIvorLake
RicoLake
CampbellLake
John HartLake
Fli n tof fCreek
Casey Cr
eek
Wil low Creek
Qui nsamRiver
Sno wdonCree
k
High
way
28Inland Island H
ighway
Inla
ndIs
land
Hig
hway847 IIB (8)
975 IIA (10)
976 IIC (7)
FIGURE 2.1
088877-03 May 23, 2017
GIS File: Q:\GIS\PROJECTS\88000s\88877\Layouts\009\88877-03(009)GIS-OT006.mxd
DRAINAGE MAP
Source: CanVec Edition 1.1 © Department of Natural Resources Canada. All rights reserved. National Road Network 2.0 GeoBaseCoordinate System: NAD 1983 UTM Zone 10N
UPLANDS EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
SITE
0 600 1,200 1,800
Meters
LegendAquifer Demand
Unconsolidated Medium Productivity
Unconsolidated Low Productivity
Wetland
Watercourse
Manmade Hydrographic Entity (Dam)
!(Ó Quinsam River Hatchery975 IIA (10) - Aquifer Name975 - Aquifer TagIIC - Aquifer Classification
CAMPBELL RIVER
Ladore Dam
John HartDam
?
Unknown Aquifers and Groundwater Regime
-
8
GOLD R
IVER H
IGHWA
Y
2047-R
LOT A
PLAN 42515
632m
2-
35-4
8
113 OPP
105 OPP BCLS724
110 OIP
LOT C
SHOP
OFFICE
SHED
104 OIP
112 OIP
WASH PLANT
NE 1/4 SEC.32 TP.2 W 1/2 OF NW 1/4 SEC. 33 TP. 2
PLAN 42515
524.777m 271-28-27231.223m 271-28-27
244.
553m
2-2
2-42
243.
443m
2-2
2-42
301.764m
65-58-15
236.236
m 65-58
-15
137m 136-50-24
+
+M
FUEL TANK
S
2015-2017 PRODUCTION AREA
RICO LAKE
STRATA LOT 1
PLAN VIS6756
STRATA LOT 2
PLAN VIS6756
LOT A
PLAN 42515
LOT 6
PLAN 31913
LOT 6
PLAN 31913
ARGONAUT ROADMcIVOR LAKE
LOT A
PLAN 30709
EXPLOSIVES SHELTER
EXPLOSIVES SHELTER
EXPLOSIVES SHELTER
EX
PLO
SIV
ES
SH
ELT
ER
WEIGHSCALE
50.0m BUFFER ZONE
2015 - 2018PRODUCTION AREA
ASPHALT STOCKPILE
CONCRETE STOCKPILE
LEGENDEXISTING MAJOR CONTOURS
EXISTING MINOR CONTOUR
PROPERTY LINE
EXISTING LAKE
EXISTING ACCESS ROADWAY
165.00
CAD File: 88877-02(002)GN-WA010.DWG
May 17, 2016
88877-02
FIGURE 1.1
UPLAND EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
SITE PLAN
SOURCE: TOPOGRAPHICAL SURVEY CONDUCTED BY UPLAND CONTRACTING LTD., JANUARY 29 2015
0 40 80 120m 0.25
LIMIT OF EXCAVATION FOR PROPOSED LANDFILL
LIMIT OF WASTE FOR PROPOSED LANDFILL
Proposed Landfill
-
9
C a m p b e l l R i v e r
W a t e r s h e d
Q u i n s a mR i v e r
W a t e r s h e d
Argonaut Road
Highway
28
0 100 200 300
Meters
FIGURE 2.0B
88877-03 May 24, 2017
GIS File: Q:\GIS\PROJECTS\88000s\88877\Layouts\009\88877-03(009)GIS-WA003.mxd
LOCAL WATERSHED MAP(ACCORDING TO AERIAL SITE SURVEY ELEVATIONS)
Legend
Limit of Waste
Property Line
Excavated Pit Area (Infiltration to Groundwater)
Extent of Site Aerial Survey (2010-11-16)
General Surface Water Flow Direction
Survey Watershed Boundary
Inferred Watershed Boundary
Freshwater Atlas Watershed Boundary
Catchments
Quinsam River Watershed (Flows Towards Pitand Infiltrates Ground)
Quinsam River Watershed (Flows East)
Campbell River Watershed (Flows West)
Coordinate System:NAD 1983 UTM Zone 10N
Sources: CanVec Edition 1.1 © Department of Natural Resources Canada, all rights reserved. National Road Network 2.0 GeoBase. Air photo: © TerraServer, captured September 12th 2014.Watershed Boundaries (Campbell River & Quinsam River) from BC Freshwater Atlas, 2016. Freshwater Atlas derives watershed boundaries from 1:20,000 TRIM elevations. Watershed boundary through and adjacent to property line reflects field observations & on-site aerial survey completed on 2010-11-16.
UPLANDS EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
Estimated Drainage
-
OUTLINE
Setting
Sensitive Receptors - Issues
10
-
114km
Image©2017DigitalGlobe
Image©2017DigitalGlobe
Image©2017DigitalGlobe
©2017Google
©2017Google
©2017Google
Image©2017IMTCAN
Image©2017IMTCAN
Image©2017IMTCAN
Rico Lake Drinking
Water
Campbell River Water Intake
Cold CreekQuinsam River
Hatchery
Quinsam River
McIvor Lake
John Hart Lake
Campbell River
Sensitive Receptors
Aquatic Ecosystems
-
OUTLINE
Setting
Sensitive Receptors - Issues
Completed Work
12
-
13
GOLD
RIVER
HIGH
WAY
2047-R
LOT A
PLAN 42515
632m
2-
35-4
8
113 OPP
105 OPP BCLS724
110 OIP
SHOP
OFFICE
SHED
104 OIP
112 OIP
WASH PLANT
NE 1/4 SEC.32 TP.2 W 1/2 OF NW 1/4 SEC. 33 TP. 2
524.777m 271-28-27231.223m 271-28-27
244.
553m
2-2
2-42
243.
443m
2-2
2-42
301.764
m 65-58
-15
236.236
m 65-58
-15
137m 136-50-24
+
2015-2017 PRODUCTION AREA
RICO LAKE
STRATA LOT 1
PLAN VIS6756
STRATA LOT 2
PLAN VIS6756
LOT A
PLAN 42515
LOT 6
PLAN 31913
LOT 6
PLAN 31913
ARGONAUT ROADMcIVOR LAKE
LOT A
PLAN 30709
EXPLOSIVES SHELTER
EX
PLO
SIV
ES
SH
ELT
ER
WEIGHSCALE
50.0m BUFFER ZONE
APPROXIMATE LOCATIONOF PERMITTED BURN AREA
2015 - 2018PRODUCTION AREA
ASPHALT STOCKPILE
CONCRETE STOCKPILE
SW15-02
BH1-16
SW15-01(APPROXIMATELY1 KM NORTH)
RICO GAUGE
SW16-03
MW5A-15
MW7-17
MW6-17
BH2-16
MW3-14
BH5-15MW5B-15
MW10-17
MW2-14MW4A-15
RW-98020
MW9-17
MW8-17
MW1-14
LOT C
PLAN 42515
EXPLOSIVES SHELTER
EXPLOSIVES SHELTER
K&D CONTRACTING LTD.
PROPOSED INFILTRATION POND
PROPOSED AERATION PONDMW4B-15
MW2A-16
TP2-17
TP1-17
TP3-17
TP5-17
TP9-17
TP8-17
TP7-17TP4-17
TP6-17
RW-98020
0 40 80 120m 0.25
CAD File: 88877-03(009)GN-WA004.DWG
May 23, 2017
88877-03
FIGURE 1.4
UPLAND EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
MONITORING LOCATIONS
LEGEND
EXISTING ACCESS ROADWAY
RESIDENTIAL WELL
SURFACE WATER SAMPLE LOCATIONSW15-01
RICO GAUGE SURFACE WATER GAUGE
LIMIT OF EXCAVATION FOR PROPOSED LANDFILL
LIMIT OF WASTE FOR PROPOSED LANDFILL
EXISTING BOREHOLE
ABANDONED BOREHOLEBH5-15
BH1-16
SOURCE: TOPOGRAPHICAL SURVEY CONDUCTED BY McELHANNEY ASSOCIATES LAND SURVEYING LTD., NOVEMBER 21, 2016.
EXISTING MONITORING WELLMW6-17
EXISTING LAKE
EXISTING MAJOR CONTOURS (m AMSL)
EXISTING MINOR CONTOUR (m AMSL)
UPLAND EXCAVATING LTD. PROPERTY LINE
165.00
TP1-17 TEST PIT LOCATION
-
14
LOT C
PLAN 42515
K&D CONTRACTING LTD.
GOLD
RIVER
HIGH
WAY
2047-R
LOT A
PLAN 42515
632m
2-
35-4
8
113 OPP
105 OPP BCLS724
SHOP
OFFICE
SHED
104 OIP
112 OIP
WASH PLANT
NE 1/4 SEC.32 TP.2 W 1/2 OF NW 1/4 SEC. 33 TP. 2
524.777m 271-28-27231.223m 271-28-27
243.
443m
2-2
2-42
301.764
m 65-58
-15
236.236
m 65-58
-15
137m 136-50-24
+
2015-2017 PRODUCTION AREA
RICO LAKE
STRATA LOT 1
PLAN VIS6756
STRATA LOT 2
PLAN VIS6756
LOT A
PLAN 42515
LOT 6
PLAN 31913
LOT 6
PLAN 31913
ARGONAUT ROADMcIVOR LAKE
LOT A
PLAN 30709
EXPLOSIVES SHELTER
EX
PLO
SIV
ES
SH
ELT
ER
WEIGHSCALE
50.0m BUFFER ZONE
APPROXIMATE LOCATIONOF PERMITTED BURN AREA
2015 - 2018PRODUCTION AREA
ASPHALT STOCKPILE
CONCRETE STOCKPILE
*
BH1-16145.3
MW2-14
*
*
*
*
BH5-15
110 OIP
244.
553m
2-2
2-42
152
150
150180
192
BH2-16153.80
MW5B-15*
MW4A-15150.25
*
182.07183.16
183.53
180
152
190 188186 184
184188
19217
6
174
182
184.06
MW10-17
-
15
LOT C
PLAN 42515
K&D CONTRACTING LTD.
GOLD
RIVER
HIGH
WAY
2047-R
LOT A
PLAN 42515
632m
2-
35-4
8
113 OPP
105 OPP BCLS724
110 OIP
SHOP
OFFICE
SHED
104 OIP
112 OIP
WASH PLANT
NE 1/4 SEC.32 TP.2 W 1/2 OF NW 1/4 SEC. 33 TP. 2
524.777m 271-28-27231.223m 271-28-27
244.
553m
2-2
2-42
243.
443m
2-2
2-42
301.764
m 65-58
-15
236.236
m 65-58
-15
137m 136-50-24
+
RICO LAKE
STRATA LOT 1
PLAN VIS6756
STRATA LOT 2
PLAN VIS6756
LOT A
PLAN 42515
LOT 6
PLAN 31913
LOT 6
PLAN 31913
ARGONAUT ROADMcIVOR LAKE
LOT A
PLAN 30709
EXPLOSIVES SHELTER
EX
PLO
SIV
ES
SH
ELT
ER
WEIGHSCALE
50.0m BUFFER ZONE
APPROXIMATE LOCATIONOF PERMITTED BURN AREA
ASPHALT STOCKPILE
CONCRETE STOCKPILE
BH2-16
BH1-16
178
178
*
**
EXPLOSIVES SHELTER
PROPOSED INFILTRATION POND
PROPOSED AERATION POND
EXPLOSIVES SHELTER
MW2-14158.0
MW5B-15185.9
MW5A-15184.2
MW1-14165.2
RW-98020179.9
MW9-17167.2
BH5-15
MW7-17184.6
2015-2017 PRODUCTION AREA
176
176
174
174
172
172
170
170
168
168
166
166
164
164
162
162
160
160
158
158
156
156
154
154
152
152
150
150
MW3-14156.4
MW10-17150.1
MW2A-16158.1
MW4B-15163.6
MW8-17172.8
MW6-17177.9
MW4A-15165.9
*
180
(MEASURED AT LADORE DAM177.6LOCATED APPROX. 1.7km NW)
(2)
RICO GAUGE180.4
2015 - 2018PRODUCTION AREA
RW-98020
MW3-14
0 40 80 120m 0.25
CAD File: 88877-03(009)GN-WA001.DWG
May 23, 2017
88877-03
FIGURE 2.9
UPLAND EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
GROUNDWATER ELEVATION CONTOURSSAND & GRAVEL AQUIFER - APRIL 6, 2017
LEGEND
EXISTING ACCESS ROADWAY
EXISTING MONITORING WELL
RESIDENTIAL WELL
RICO GAUGE SURFACE WATER GAUGE
LIMIT OF EXCAVATION FOR PROPOSED LANDFILL
LIMIT OF WASTE FOR PROPOSED LANDFILL
EXISTING BOREHOLE
ABANDONED BOREHOLEBH5-15BH1-16
GROUNDWATER ELEVATION (m AMSL)
GROUNDWATER CONTOUR (m AMSL)
172.8
170
SOURCE: TOPOGRAPHICAL SURVEY CONDUCTED BY McELHANNEY ASSOCIATES LAND SURVEYING LTD., NOVEMBER 21, 2016.
GROUNDWATER FLOW DIRECTION
NOT USED IN CONTOURING
NOTES:1. RW-98020 WATER ELEVATION WAS MEASURED FEBRUARY 15, 2016.
*MW4A-15165.9
INFERRED GROUNDWATER CONTOUR (m AMSL)178APPROXIMATE GROUNDWATER DIVIDEEXISTING LAKE
EXISTING MAJOR CONTOURS (m AMSL)
EXISTING MINOR CONTOUR (m AMSL)
UPLAND EXCAVATING LTD. PROPERTY LINE
165.00
2. BASED ON BC HYDRO RECORD OF WATER ELEVATIONS AT LADORE DAM RECORDED EVERY 3 HOURS. (https://www.bchydro.com/energy-in-bc/our_system/transmission_reservoir_data/previous_reservoir_elevations/vancouver_island/ladore_ldr.html)
-
16
ELE
VA
TIO
N (m
AM
SL)
ELE
VA
TIO
N (m
AM
SL)
0+00
0
0+05
0
0+10
0
0+15
0
0+20
0
0+25
0
0+30
0
0+35
0
0+40
0
150
155
160
165
170
175
150
155
160
165
170
175
DNORTHWEST
D'SOUTHEAST
145145
140140
135135
130130
125125
MW
3-14
BH
2-16
LIM
IT O
F E
CA
VA
TIO
N
ED
GE
OF
RO
AD
FOR
PR
OP
OS
ED
LA
ND
FILL
ED
GE
OF
RO
AD
ED
GE
OF
RO
AD
ED
GE
OF
RO
AD
LIM
IT O
F E
CA
VA
TIO
NFO
R P
RO
PO
SE
D L
AN
DFI
LL
MW
4A-1
5
ED
GE
OF
RO
AD
HORZ 1:3000SECTION D-D'
figure 2.2VERT 1:750
180
185
190
195
180
185
190
195
LIM
IT O
F W
AS
TE F
OR
PR
OP
OS
ED
LA
ND
FILL
MW
4B-1
5
BO
UN
DA
RY
ED
GE
OF
RO
AD
ED
GE
OF
RO
AD
0+45
0
0+50
0
0+55
0
0+60
0
0+65
0
0+70
0
0+75
0
0+80
0
MW
10-1
7
120
115
110
105
100
120
115
110
105
100
PR
OP
ER
TY
LIM
IT O
F W
AS
TE F
OR
PR
OP
OS
ED
LA
ND
FILL
McI
VO
R L
AK
E
ED
GE
OF
RO
ADG
OLD
RIV
ER
HIG
HW
AY
MW
6-17
0+85
0
0+90
0
0+95
0
0+10
00
0+10
50
CAD File: P:\drawings\88000s\88877\88877 - REPORTS\88877-03(009)\88877-03(009)GN\88877-03(009)GN-WA006.DWG
May 23, 2017
88877-03
FIGURE 2.6
UPLAND EXCVAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
CROSS-SECTION D-D'
LEGENDSAND AND GRAVEL
SANDY SILT
BEDROCK (BASALT)
SCREEN INTERVAL
WATER LEVEL (m AMSL) (APRIL 6, 2017)
-
17
BH
2-1
6
MW
4A
-15
MW
4B
-15
AC
CE
SS
RO
AD
PRECIPITATION
AC
CE
SS
RO
AD
GO
LD
RIV
ER
HIG
HW
AY
McIV
OR
LA
KE
AC
CE
SS
RO
AD
UPLANDS EXCAVATING SITE
RIC
O L
AK
E
PRECIPITATION
MW
5A
-15
(Off
se
t)
RW
-98
02
0
(Off
se
t)
RIC
O G
AU
GE
WATERSHED DIVIDE
(BEDROCK OUTCROP
AREAS)
BEDROCK UNSATURATED
SATURATED
SAND
AND
GRAVEL
NOT TO SCALE
GROUNDWATER INFLOW
OUT OF PAGE FROM
McIVOR LAKE
WEST SOUTHEAST
QUINSAM RIVER
WATERSHED
DISCHARGE TO
GROUNDWATER
CAD File: 88877-03(009)GN-WA008.DWG
May 23, 2017
88877-03
FIGURE 3.0C
UPLAND EXCAVATING LTD.
PROPOSED UPLAND LANDFILL
HYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
CONCEPTUAL FLOW MODEL -
SCHEMATIC CROSS-SECTION - WEST-SOUTHEAST
NOTES:1. ONSITE TOPOGRAPHY IS BASED ON THE TOPOGRAPHICAL SURVEY CONDUCTED BY McELHANNEY ASSOCIATE LAND SURVEYING LTD., NOVEMBER 21, 2016.2. OFFSITE TOPOGRAPHY HAS BEEN ESTIMATED USING ESRI TOPOGRAPHIC BASEMAP, ACCESSED 2017; BRITISH COLUMBIA MINISTRY OF ENVIRONMENT,
WATER PROTECTION AND SUSTAINABILITY BRANCH, SEPTEMBER 11, 2014.3. RICO LAKE IS APPROXIMATELY 12 M DEEP (LAKE BOTTOM IS AT 168 mAMSL) - MEASURED BY CAMPBELL RIVER ENVIRONMENTAL COMMITTEE.4. ALL LOCATIONS ARE APPROXIMATE AND MEANT TO DEMONSTRATE CONCEPTUAL FLOW DIRECTION.
LEGEND
SAND AND GRAVEL
SURFACE WATER
BEDROCK
SCREEN INTERVAL
WATER LEVEL
FLOW DIRECTION
-
18
NORTH SOUTHEAST
MW
3-14
BH
2-16
AC
CE
SS
RO
AD
MW
4A-1
5M
W4B
-15
MW
8-17
AC
CE
SS
RO
AD
MW
10-1
7
AC
CE
SS
RO
AD
AC
CE
SS
RO
AD
AC
CE
SS
RO
AD
GO
LD R
IVE
R H
IGH
WA
Y
McI
VO
R L
AK
E
UPLANDS EXCAVATING SITE
PRECIPITATION
PRECIPITATION
BEDROCK
UNSATURATED
SATURATED
SANDAND
GRAVELSAND AND GRAVELVERY DENSE
DISCHARGE TOQUINSAM RIVER
NOT TO SCALE
BEDROCKINFERRED
BEDROCKINFERRED
WATERSHED
500m FROMPROPERTY
LINE
GROUNDWATERSAND AND GRAVEL
CAD File: 88877-03(009)GN-WA008.DWG
May 23, 2017
88877-03
FIGURE 3.0B
UPLAND EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
CONCEPTUAL FLOW MODEL -SCHEMATIC CROSS-SECTION - NORTH-SOUTHEAST
NOTES:1. ONSITE TOPOGRAPHY IS BASED ON THE TOPOGRAPHICAL SURVEY CONDUCTED BY McELHANNEY ASSOCIATE LAND SURVEYING LTD., NOVEMBER 21, 2016.2. OFFSITE TOPOGRAPHY HAS BEEN ESTIMATED USING ESRI TOPOGRAPHIC BASEMAP, ACCESSED 2017; BRITISH COLUMBIA MINISTRY OF ENVIRONMENT,
WATER PROTECTION AND SUSTAINABILITY BRANCH, SEPTEMBER 11, 2014.3. ALL LOCATIONS ARE APPROXIMATE AND MEANT TO DEMONSTRATE CONCEPTUAL FLOW DIRECTION.
LEGEND
SAND AND GRAVEL
SURFACE WATER
BEDROCK
SCREEN INTERVAL
WATER LEVEL
FLOW DIRECTIONINFERRED BEDROCK
-
19
LIMIT OF EXCAVATION
LIMIT OF WASTE
RICO GAUGE
BH5-15
GOLD
RIVE
R HI
GHWA
Y
2047-R
LOT A
PLAN 42515
632m
2
-35-4
8
113 OPP
105 OPP BCLS724
110 OIP
LOT C
SHOP
SHED
104 OIP
NE 1/4 SEC.32 TP.2 W 1/2 OF NW 1/4 SEC. 33 TP. 2
PLAN 42515
524.777m 271-28-27
231.223m 271-28-27
244.5
53m
2-2
2-4
2
243.4
43m
2-2
2-4
2
301.76
4m 65
-58-15
137m 136-50-24
+
+ M
FUEL TA
NKS
EXPLOSIVES SHELTER
EXPLOSIVES SHELTER
EXPLOSIVES SHELTER
EX
PLO
SIV
ES
SH
ELT
ER
STRATA LOT 1
PLAN VIS6756
STRATA LOT 2
PLAN VIS6756
LOT A
PLAN 42515
LOT 6
PLAN 31913
LOT 6
PLAN 31913
2015 - 2018
PRODUCTION AREA
McIVOR LAKE
ARGONAUT ROAD
LOT A
PLAN 30709
RICO LAKE
WEIGHSCALE
112 OIP
SETTLING PONDS
WASH PLANT
OFFICE
SW15-02
BH1-16
SW15-01(APPROXIMATELY1 KM NORTH)
MW5A-15
MW7-17
MW6-17
BH2-16
MW3-14
MW5B-15
MW10-17
MW4A-15
RW-98020
MW9-17
MW8-17
MW1-14
MW4B-15
STORAGEAREA
STORAGEAREA
STORAGEAREA
STORAGEAREA
ASPHALT STOCKPILE
CONCRETE STOCKPILE
236.23
6m 65
-58-15
MW2-14 MW2A-16
MW13
MW11MW12
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOUR
PROPERTY LINE
EXISTING LAKE
EXISTING ACCESS ROADWAY
LIMIT OF WASTE
LIMIT OF EXCAVATION
TREES/VEGETATION
EXISTING MONITORING WELL
RESIDENTIAL WELL
EXISTING BOREHOLE
ABANDONED BOREHOLE
SURFACE WATER SAMPLE LOCATION
SURFACE WATER GAUGE
MW3-14
BH5-15
SW15-01
BH5-15
RICO GAUGE
RW-98020
MONITORING WELL INCLUDED IN PROPOSEDENVIRONMENTAL MONITORING PROGRAM
APPROXIMATE LOCATION OF PROPOSED MONITORINGWELL INCLUDED IN PROPOSED ENVIRONMENTALMONITORING PROGRAM (DURING LANDFILL OPERATIONS)
MW2-14
MW12
CAD File: P:\drawings\88000s\88877\88877 - REPORTS\88877-03(010)\88877-03(010)GN\88877-03(010)GN-WA005.DWG
May 31, 2017
88877-03
FIGURE 14.1
UPLAND EXCAVATING LIMITEDPROPOSED UPLAND LANDFILL2017 DESIGN, OPERATION, AND CLOSURE PLAN
ENVIRONMENTAL MONITORING PROGRAMPROPOSED MONITORING LOCATIONS
0 40 80 120m 1-4000
SOURCES:TOPOGRAPHICAL SURVEY CONDUCTED BY UPLANDCONTRACTING LTD., JANUARY 29 2015TOPOGRAPHIC SURVEY PLAN OF UPLANDS EXCAVATINGGRAVEL PIT CONDUCTED BY McELHANNEY ASSOCIATES LANDSURVEYING LTD. COMPLETED ON NOVEMBER 21ST, 2016.
Proposed Long-term Monitoring
-
OUTLINE
Setting
Sensitive Receptors - Issues
Completed Work
Remaining Questions
20
-
21
!(Ó
Cold
Creek
McIvorLake
RicoLake
CampbellLake
John HartLake
Fli n tof fCreek
Casey Cr
eek
Wil low Creek
Qui nsamRiver
Sno wdonCree
k
High
way
28
Inland Island Highw
ay
Inla
ndIs
land
Hig
hway847 IIB (8)
975 IIA (10)
976 IIC (7)
FIGURE 2.1
088877-03 May 23, 2017
GIS File: Q:\GIS\PROJECTS\88000s\88877\Layouts\009\88877-03(009)GIS-OT006.mxd
DRAINAGE MAP
Source: CanVec Edition 1.1 © Department of Natural Resources Canada. All rights reserved. National Road Network 2.0 GeoBaseCoordinate System: NAD 1983 UTM Zone 10N
UPLANDS EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
SITE
0 600 1,200 1,800
Meters
LegendAquifer Demand
Unconsolidated Medium Productivity
Unconsolidated Low Productivity
Wetland
Watercourse
Manmade Hydrographic Entity (Dam)
!(Ó Quinsam River Hatchery975 IIA (10) - Aquifer Name975 - Aquifer TagIIC - Aquifer Classification
CAMPBELL RIVER
Ladore Dam
John HartDam
?
Connection of the Site with Regional Groundwater
Connection of the Site to Regional Groundwater
?
?
?
?
-
22
BH
2-1
6
MW
4A
-15
MW
4B
-15
AC
CE
SS
RO
AD
PRECIPITATION
AC
CE
SS
RO
AD
GO
LD
RIV
ER
HIG
HW
AY
McIV
OR
LA
KE
AC
CE
SS
RO
AD
UPLANDS EXCAVATING SITE
RIC
O L
AK
E
PRECIPITATION
MW
5A
-15
(Off
se
t)
RW
-98
02
0
(Off
se
t)
RIC
O G
AU
GE
WATERSHED DIVIDE
(BEDROCK OUTCROP
AREAS)
BEDROCK UNSATURATED
SATURATED
SAND
AND
GRAVEL
NOT TO SCALE
GROUNDWATER INFLOW
OUT OF PAGE FROM
McIVOR LAKE
WEST SOUTHEAST
QUINSAM RIVER
WATERSHED
DISCHARGE TO
GROUNDWATER
CAD File: 88877-03(009)GN-WA008.DWG
May 23, 2017
88877-03
FIGURE 3.0C
UPLAND EXCAVATING LTD.
PROPOSED UPLAND LANDFILL
HYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
CONCEPTUAL FLOW MODEL -
SCHEMATIC CROSS-SECTION - WEST-SOUTHEAST
NOTES:1. ONSITE TOPOGRAPHY IS BASED ON THE TOPOGRAPHICAL SURVEY CONDUCTED BY McELHANNEY ASSOCIATE LAND SURVEYING LTD., NOVEMBER 21, 2016.2. OFFSITE TOPOGRAPHY HAS BEEN ESTIMATED USING ESRI TOPOGRAPHIC BASEMAP, ACCESSED 2017; BRITISH COLUMBIA MINISTRY OF ENVIRONMENT,
WATER PROTECTION AND SUSTAINABILITY BRANCH, SEPTEMBER 11, 2014.3. RICO LAKE IS APPROXIMATELY 12 M DEEP (LAKE BOTTOM IS AT 168 mAMSL) - MEASURED BY CAMPBELL RIVER ENVIRONMENTAL COMMITTEE.4. ALL LOCATIONS ARE APPROXIMATE AND MEANT TO DEMONSTRATE CONCEPTUAL FLOW DIRECTION.
LEGEND
SAND AND GRAVEL
SURFACE WATER
BEDROCK
SCREEN INTERVAL
WATER LEVEL
FLOW DIRECTION
Groundwater Flow in Fractured Bedrock Aquifer
-
23
LOT C
PLAN 42515
K&D CONTRACTING LTD.
GOLD
RIVER
HIGH
WAY
2047-R
LOT A
PLAN 42515
632m
2-
35-4
8
113 OPP
105 OPP BCLS724
110 OIP
SHOP
OFFICE
SHED
104 OIP
112 OIP
WASH PLANT
NE 1/4 SEC.32 TP.2 W 1/2 OF NW 1/4 SEC. 33 TP. 2
524.777m 271-28-27231.223m 271-28-27
244.
553m
2-2
2-42
243.
443m
2-2
2-42
301.764
m 65-58
-15
236.236
m 65-58
-15
137m 136-50-24
+
RICO LAKE
STRATA LOT 1
PLAN VIS6756
STRATA LOT 2
PLAN VIS6756
LOT A
PLAN 42515
LOT 6
PLAN 31913
LOT 6
PLAN 31913
ARGONAUT ROADMcIVOR LAKE
LOT A
PLAN 30709
EXPLOSIVES SHELTER
EX
PLO
SIV
ES
SH
ELT
ER
WEIGHSCALE
50.0m BUFFER ZONE
APPROXIMATE LOCATIONOF PERMITTED BURN AREA
ASPHALT STOCKPILE
CONCRETE STOCKPILE
BH2-16
BH1-16
178
178
*
**
EXPLOSIVES SHELTER
PROPOSED INFILTRATION POND
PROPOSED AERATION POND
EXPLOSIVES SHELTER
MW2-14158.0
MW5B-15185.9
MW5A-15184.2
MW1-14165.2
RW-98020179.9
MW9-17167.2
BH5-15
MW7-17184.6
2015-2017 PRODUCTION AREA
176
176
174
174
172
172
170
170
168
168
166
166
164
164
162
162
160
160
158
158
156
156
154
154
152
152
150
150
MW3-14156.4
MW10-17150.1
MW2A-16158.1
MW4B-15163.6
MW8-17172.8
MW6-17177.9
MW4A-15165.9
*
180
(MEASURED AT LADORE DAM177.6LOCATED APPROX. 1.7km NW)
(2)
RICO GAUGE180.4
2015 - 2018PRODUCTION AREA
RW-98020
MW3-14
0 40 80 120m 0.25
CAD File: 88877-03(009)GN-WA001.DWG
May 23, 2017
88877-03
FIGURE 2.9
UPLAND EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
GROUNDWATER ELEVATION CONTOURSSAND & GRAVEL AQUIFER - APRIL 6, 2017
LEGEND
EXISTING ACCESS ROADWAY
EXISTING MONITORING WELL
RESIDENTIAL WELL
RICO GAUGE SURFACE WATER GAUGE
LIMIT OF EXCAVATION FOR PROPOSED LANDFILL
LIMIT OF WASTE FOR PROPOSED LANDFILL
EXISTING BOREHOLE
ABANDONED BOREHOLEBH5-15BH1-16
GROUNDWATER ELEVATION (m AMSL)
GROUNDWATER CONTOUR (m AMSL)
172.8
170
SOURCE: TOPOGRAPHICAL SURVEY CONDUCTED BY McELHANNEY ASSOCIATES LAND SURVEYING LTD., NOVEMBER 21, 2016.
GROUNDWATER FLOW DIRECTION
NOT USED IN CONTOURING
NOTES:1. RW-98020 WATER ELEVATION WAS MEASURED FEBRUARY 15, 2016.
*MW4A-15165.9
INFERRED GROUNDWATER CONTOUR (m AMSL)178APPROXIMATE GROUNDWATER DIVIDEEXISTING LAKE
EXISTING MAJOR CONTOURS (m AMSL)
EXISTING MINOR CONTOUR (m AMSL)
UPLAND EXCAVATING LTD. PROPERTY LINE
165.00
2. BASED ON BC HYDRO RECORD OF WATER ELEVATIONS AT LADORE DAM RECORDED EVERY 3 HOURS. (https://www.bchydro.com/energy-in-bc/our_system/transmission_reservoir_data/previous_reservoir_elevations/vancouver_island/ladore_ldr.html)
185.9 m185 m
180 m
175 m170 m
165 m
Groundwater Flow in Fractured Bedrock Aquifer
?
??
?
-
24
LOT C
PLAN 42515
K&D CONTRACTING LTD.
GOLD
RIVER
HIGH
WAY
2047-R
LOT A
PLAN 42515
632m
2-
35-4
8
113 OPP
105 OPP BCLS724
SHOP
OFFICE
SHED
104 OIP
112 OIP
WASH PLANT
NE 1/4 SEC.32 TP.2 W 1/2 OF NW 1/4 SEC. 33 TP. 2
524.777m 271-28-27231.223m 271-28-27
243.
443m
2-2
2-42
301.764
m 65-58
-15
236.236
m 65-58
-15
137m 136-50-24
+
2015-2017 PRODUCTION AREA
RICO LAKE
STRATA LOT 1
PLAN VIS6756
STRATA LOT 2
PLAN VIS6756
LOT A
PLAN 42515
LOT 6
PLAN 31913
LOT 6
PLAN 31913
ARGONAUT ROADMcIVOR LAKE
LOT A
PLAN 30709
EXPLOSIVES SHELTER
EX
PLO
SIV
ES
SH
ELT
ER
WEIGHSCALE
50.0m BUFFER ZONE
APPROXIMATE LOCATIONOF PERMITTED BURN AREA
2015 - 2018PRODUCTION AREA
ASPHALT STOCKPILE
CONCRETE STOCKPILE
*
BH1-16145.3
MW2-14
*
*
*
*
BH5-15
110 OIP
244.
553m
2-2
2-42
152
150
150180
192
BH2-16153.80
MW5B-15*
MW4A-15150.25
*
182.07183.16
183.53
180
152
190 188186 184
184188
19217
6
174
182
184.06
MW10-17
-
25
LOT C
PLAN 42515
K&D CONTRACTING LTD.
GOLD
RIVER
HIGH
WAY
2047-R
LOT A
PLAN 42515
632m
2-
35-4
8
113 OPP
105 OPP BCLS724
110 OIP
SHOP
OFFICE
SHED
104 OIP
112 OIP
WASH PLANT
NE 1/4 SEC.32 TP.2 W 1/2 OF NW 1/4 SEC. 33 TP. 2
524.777m 271-28-27231.223m 271-28-27
244.
553m
2-2
2-42
243.
443m
2-2
2-42
301.764
m 65-58
-15
236.236
m 65-58
-15
137m 136-50-24
+
RICO LAKE
STRATA LOT 1
PLAN VIS6756
STRATA LOT 2
PLAN VIS6756
LOT A
PLAN 42515
LOT 6
PLAN 31913
LOT 6
PLAN 31913
ARGONAUT ROADMcIVOR LAKE
LOT A
PLAN 30709
EXPLOSIVES SHELTER
EX
PLO
SIV
ES
SH
ELT
ER
WEIGHSCALE
50.0m BUFFER ZONE
APPROXIMATE LOCATIONOF PERMITTED BURN AREA
ASPHALT STOCKPILE
CONCRETE STOCKPILE
BH2-16
BH1-16
178
178
*
**
EXPLOSIVES SHELTER
PROPOSED INFILTRATION POND
PROPOSED AERATION POND
EXPLOSIVES SHELTER
MW2-14158.0
MW5B-15185.9
MW5A-15184.2
MW1-14165.2
RW-98020179.9
MW9-17167.2
BH5-15
MW7-17184.6
2015-2017 PRODUCTION AREA
176
176
174
174
172
172
170
170
168
168
166
166
164
164
162
162
160
160
158
158
156
156
154
154
152
152
150
150
MW3-14156.4
MW10-17150.1
MW2A-16158.1
MW4B-15163.6
MW8-17172.8
MW6-17177.9
MW4A-15165.9
*
180
(MEASURED AT LADORE DAM177.6LOCATED APPROX. 1.7km NW)
(2)
RICO GAUGE180.4
2015 - 2018PRODUCTION AREA
RW-98020
MW3-14
0 40 80 120m 0.25
CAD File: 88877-03(009)GN-WA001.DWG
May 23, 2017
88877-03
FIGURE 2.9
UPLAND EXCAVATING LTD.PROPOSED UPLAND LANDFILLHYDROGEOLOGIC AND HYDROLOGY CHARACTERIZATION REPORT
GROUNDWATER ELEVATION CONTOURSSAND & GRAVEL AQUIFER - APRIL 6, 2017
LEGEND
EXISTING ACCESS ROADWAY
EXISTING MONITORING WELL
RESIDENTIAL WELL
RICO GAUGE SURFACE WATER GAUGE
LIMIT OF EXCAVATION FOR PROPOSED LANDFILL
LIMIT OF WASTE FOR PROPOSED LANDFILL
EXISTING BOREHOLE
ABANDONED BOREHOLEBH5-15BH1-16
GROUNDWATER ELEVATION (m AMSL)
GROUNDWATER CONTOUR (m AMSL)
172.8
170
SOURCE: TOPOGRAPHICAL SURVEY CONDUCTED BY McELHANNEY ASSOCIATES LAND SURVEYING LTD., NOVEMBER 21, 2016.
GROUNDWATER FLOW DIRECTION
NOT USED IN CONTOURING
NOTES:1. RW-98020 WATER ELEVATION WAS MEASURED FEBRUARY 15, 2016.
*MW4A-15165.9
INFERRED GROUNDWATER CONTOUR (m AMSL)178APPROXIMATE GROUNDWATER DIVIDEEXISTING LAKE
EXISTING MAJOR CONTOURS (m AMSL)
EXISTING MINOR CONTOUR (m AMSL)
UPLAND EXCAVATING LTD. PROPERTY LINE
165.00
2. BASED ON BC HYDRO RECORD OF WATER ELEVATIONS AT LADORE DAM RECORDED EVERY 3 HOURS. (https://www.bchydro.com/energy-in-bc/our_system/transmission_reservoir_data/previous_reservoir_elevations/vancouver_island/ladore_ldr.html)
No Data
Assumed groundwater flow
Groundwater Regime Not Defined in NE Quadrant
-
26
LIMIT OF EXCAVATION
LIMIT OF WASTE
RICO GAUGE
BH5-15
GOLD
RIVE
R HI
GHWA
Y
2047-R
LOT A
PLAN 42515
632m
2
-35-4
8
113 OPP
105 OPP BCLS724
110 OIP
LOT C
SHOP
SHED
104 OIP
NE 1/4 SEC.32 TP.2 W 1/2 OF NW 1/4 SEC. 33 TP. 2
PLAN 42515
524.777m 271-28-27
231.223m 271-28-27
244.5
53m
2-2
2-4
2
243.4
43m
2-2
2-4
2
301.76
4m 65
-58-15
137m 136-50-24
+
+ M
FUEL TA
NKS
EXPLOSIVES SHELTER
EXPLOSIVES SHELTER
EXPLOSIVES SHELTER
EX
PLO
SIV
ES
SH
ELT
ER
STRATA LOT 1
PLAN VIS6756
STRATA LOT 2
PLAN VIS6756
LOT A
PLAN 42515
LOT 6
PLAN 31913
LOT 6
PLAN 31913
2015 - 2018
PRODUCTION AREA
McIVOR LAKE
ARGONAUT ROAD
LOT A
PLAN 30709
RICO LAKE
WEIGHSCALE
112 OIP
SETTLING PONDS
WASH PLANT
OFFICE
SW15-02
BH1-16
SW15-01(APPROXIMATELY1 KM NORTH)
MW5A-15
MW7-17
MW6-17
BH2-16
MW3-14
MW5B-15
MW10-17
MW4A-15
RW-98020
MW9-17
MW8-17
MW1-14
MW4B-15
STORAGEAREA
STORAGEAREA
STORAGEAREA
STORAGEAREA
ASPHALT STOCKPILE
CONCRETE STOCKPILE
236.23
6m 65
-58-15
MW2-14 MW2A-16
MW13
MW11MW12
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOUR
PROPERTY LINE
EXISTING LAKE
EXISTING ACCESS ROADWAY
LIMIT OF WASTE
LIMIT OF EXCAVATION
TREES/VEGETATION
EXISTING MONITORING WELL
RESIDENTIAL WELL
EXISTING BOREHOLE
ABANDONED BOREHOLE
SURFACE WATER SAMPLE LOCATION
SURFACE WATER GAUGE
MW3-14
BH5-15
SW15-01
BH5-15
RICO GAUGE
RW-98020
MONITORING WELL INCLUDED IN PROPOSEDENVIRONMENTAL MONITORING PROGRAM
APPROXIMATE LOCATION OF PROPOSED MONITORINGWELL INCLUDED IN PROPOSED ENVIRONMENTALMONITORING PROGRAM (DURING LANDFILL OPERATIONS)
MW2-14
MW12
CAD File: P:\drawings\88000s\88877\88877 - REPORTS\88877-03(010)\88877-03(010)GN\88877-03(010)GN-WA005.DWG
May 31, 2017
88877-03
FIGURE 14.1
UPLAND EXCAVATING LIMITEDPROPOSED UPLAND LANDFILL2017 DESIGN, OPERATION, AND CLOSURE PLAN
ENVIRONMENTAL MONITORING PROGRAMPROPOSED MONITORING LOCATIONS
0 40 80 120m 1-4000
SOURCES:TOPOGRAPHICAL SURVEY CONDUCTED BY UPLANDCONTRACTING LTD., JANUARY 29 2015TOPOGRAPHIC SURVEY PLAN OF UPLANDS EXCAVATINGGRAVEL PIT CONDUCTED BY McELHANNEY ASSOCIATES LANDSURVEYING LTD. COMPLETED ON NOVEMBER 21ST, 2016.
Proposed Long-term Monitoring
Potential groundwater flow
Potentially impacted area- not proposed for monitoring
-
WRAP-UP
Completed hydrogeological study: Critical gaps remain.
Role played by fracture bedrock aquifer: Risks of impact to Rico Lake and Campbell River water supply still exist.
Groundwater in sand and gravel aquifer(s) discharges into sensitive aquatic ecosystems. Groundwater regime still to be defined.
27
-
THANK YOU
28