12000 10000 Total Settlement (mm) 8000 6000 4000 2000 0 0 5 10 15 20 25 30 Landfill Thickness (m) CALCULATED RANGE OF TOTAL SETTLEMENT TOTAL SETTLEMENT VERSUS LANDFILL THICKNESS - 100 YEARS Project No. 12-1125-0045 Drawn: CK Date: Nov. 2013 Checked: PLE Review: PAS Figure 11-6
HYDRAULIC HEAD PROFILES GENERATED BASED ON SETTLE-3D MODEL RESULTS AND OBSERVED VERTICAL GRADIENTS SETTLE-3D MODEL ACCOUNTS FOR LEACHATE COLLECTION SYSTEM AT 0.3 METRES DEPTH AND ALLOWS DRAINAGE OF THE UPPER CLAY THROUGH THE SILTY LAYER Hydraulic Head Development During Consolidation No. 12-1125-0045 DESIGN GIS MIB -- CHECK PLE REVIEW PAS Nov. 2013 -- PHASE No. 4500 SCALE AS SHOWN REV.0 FIGURE 12-1
BEARBROOK CREEK BEAR RIVER MUNICIPAL DRAIN BEDROCK RIDGE CASTOR RIVER MODEL DOMAIN GOLDER ASSOCIATES LTD. REPORT LAND INFORMATION ONTARIO (LIO) DATA PRODUCED BY GOLDER ASSOCIATES LTD. UNDER LICENSE FROM ONTARIO MINISTRY OF NATURAL RESOURCES, QUEENS PRINTER 2011. ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 3-D Numerical Groundwater Model Domain No. 12-1125-0045 DESIGN MIB Nov. 2013 GIS -- -- CHECK PLE REVIEW PAS PHASE No. 4500 SCALE AS SHOWN REV.0 FIGURE 12-2
BEARBROOK CREEK REGIMBALD MUNICIPAL DRAIN BEAR RIVER MUNICIPAL DRAIN SIMPSON MUNICIPAL DRAIN DD2 BEDROCK RIDGE CASTOR RIVER MODEL DOMAIN SPECIFIED HEAD OR SEEPAGE BOUNDARY NO FLOW BOUNDARY GOLDER ASSOCIATES LTD. REPORT LAND INFORMATION ONTARIO (LIO) DATA PRODUCED BY GOLDER ASSOCIATES LTD. UNDER LICENSE FROM ONTARIO MINISTRY OF NATURAL RESOURCES, QUEENS PRINTER 2011. ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Boundary Conditions 3-D Numerical Groundwater Model No. 12-1125-0045 DESIGN MIB Nov. 2013 GIS -- -- CHECK PLE REVIEW PAS PHASE No. 4500 SCALE AS SHOWN REV.0 FIGURE 12-3
A A PROPERTY BOUNDARIES WEATHERED CLAY SILTY LAYER 10 X Vertical Exaggeration CROSS-SECTION A-A Scale as Shown Unit SUMMARY OF HYDRAULIC PARAMETERS Horizontal Hydraulic Conductivity (m/sec) Anisotropy (K H :K V ) Specific Storage (m -1 ) Specific Yield (-) Surficial Silty Sand 2.0 x 10-5 1:1 2.0 x 10-4 0.2 Weathered Clay 1.0 x 10-7 10:1 2.0 x 10-3 0.05 Unweathered Clay 1.0 x 10-8 10:1 2.0 x 10-3 0.05 8.0 x 10-7 1:1 2.0 x 10-4 0.1 Glacial Till 1.5 x 10-6 1:1 2.0 x 10-4 0.1 Queenston Shale Bedrock Formation 5.5 x 10-7 1:1 3.0 x 10-6 0.01 Carlsbad Bedrock Formation 7.0 x 10-7 1:1 3.0 x 10-6 0.01 MODEL DOMAIN SURFICIAL SILTY SAND SILTY CLAY GLACIAL TILL CARLSBAD BEDROCK FORMATION LAND INFORMATION ONTARIO (LIO) DATA PRODUCED BY GOLDER ASSOCIATES LTD. UNDER LICENSE FROM ONTARIO MINISTRY OF NATURAL RESOURCES, QUEENS PRINTER 2011. ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 PLAN VIEW (SLICE 1) Scale as Shown Hydraulic Conductivity Distribution 3-D Numerical Groundwater Model Ottawa, Ontario No. 12-1125-0045 SCALE AS SHOWN REV.0 DESIGN GIS MIB Nov. 2013 CHECK REVIEW PLE PAS FIGURE 12-4
CALIBRATION STATISTICS Abs. Mean Error (m) 2.16 Normalized RMS 12.0 % Residual Mean Error (m) 3.11 CALIBRATION DATA MODEL DOMAIN CALIBRATION DATA CRRRC SITE ONLY 75 GROUNDWATER ELEVATION (metres ABOVE SEA LEVEL) (2 metre contour interval) INTERPRETED GROUNDWATER FLOW DIRECTION MONITORING LOCATION (CURRENT STUDY) WATER WELL LOCATION LAND INFORMATION ONTARIO (LIO) DATA PRODUCED BY GOLDER ASSOCIATES LTD. UNDER LICENSE FROM ONTARIO MINISTRY OF NATURAL RESOURCES, QUEENS PRINTER 2011. ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Comparison of Simulated and Measured Groundwater Elevations Ottawa, Ontario No. 12-1125-0045 SCALE AS SHOWN REV.0 DESIGN GIS MIB Nov. 2013 CHECK REVIEW PLE PAS FIGURE 12-5
A A WEATHERED CLAY SILTY LAYER 5 X Vertical Exaggeration CROSS-SECTION A-A Scale as Shown SURFICIAL SILTY SAND SILTY CLAY GLACIAL TILL CARLSBAD BEDROCK FORMATION SUMMARY OF HYDRAULIC PARAMETERS WASTE Unit Horizontal Hydraulic Conductivity (m/sec) Anisotropy (K H :K V ) DRAINAGE LAYER GCL LAND INFORMATION ONTARIO (LIO) DATA PRODUCED BY GOLDER ASSOCIATES LTD. UNDER LICENSE FROM ONTARIO MINISTRY OF NATURAL RESOURCES, QUEENS PRINTER 2011. ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Simulated Post-Development Cross-Section No. 12-1125-0045 SCALE AS SHOWN REV.0 DESIGN MIB Nov. 2013 GIS KEY MAP CHECK PLE FIGURE 12-6 Scale as Shown Ottawa, Ontario REVIEW PAS Specific Storage (m -1 ) Specific Yield (-) Surficial Silty Sand 2.0 x 10-5 1:1 2.0 x 10-4 0.2 Weathered Clay 1.0 x 10-7 10:1 2.0 x 10-3 0.05 Unweathered Clay 1.0 x 10-8 10:1 2.0 x 10-3 0.05 8.0 x 10-7 1:1 2.0 x 10-4 0.1 Glacial Till 1.5 x 10-6 1:1 2.0 x 10-4 0.1 Queenston Shale Bedrock Formation 5.5 x 10-7 1:1 3.0 x 10-6 0.01 Carlsbad Bedrock Formation 7.0 x 10-7 1:1 3.0 x 10-6 0.01 Waste (Operations) 1.0 x 10-5 1:1 2.0 x 10-3 0.1 Waste (Closure) 1.2 x 10-5 1:1 2.0 x 10-3 0.1 Drainage Layer 1.0 x 10-4 1:1 2.0 x 10-4 0.3 GCL 3.0 x 10-10 1:1 2.0 x 10-3 0.0001 Berm 1.0 x 10-7 1:1 2.0 x 10-3 0.05
A A WEATHERED CLAY SILTY LAYER 5 X Vertical Exaggeration CROSS-SECTION A-A Scale as Shown SURFICIAL SILTY SAND SILTY CLAY GLACIAL TILL CARLSBAD BEDROCK FORMATION KEY MAP Scale as Shown Unit SUMMARY OF HYDRAULIC PARAMETERS Horizontal Hydraulic Conductivity (m/sec) Anisotropy (K H :K V ) Specific Storage (m -1 ) Specific Yield (-) Surficial Silty Sand 2.0 x 10-5 1:1 2.0 x 10-4 0.2 Weathered Clay 1.0 x 10-7 100:1 (1) 2.0 x 10-3 0.05 Unweathered Clay 1.0 x 10-8 100:1 (1) 2.0 x 10-3 0.05 8.0 x 10-7 1:1 2.0 x 10-4 0.1 Glacial Till 1.5 x 10-6 1:1 2.0 x 10-4 0.1 Queenston Shale Bedrock Formation 5.5 x 10-7 1:1 3.0 x 10-6 0.01 Carlsbad Bedrock Formation 7.0 x 10-7 1:1 3.0 x 10-6 0.01 Waste (Operations) 1.0 x 10-5 1:1 2.0 x 10-3 0.1 Waste (Closure) 1.2 x 10-5 1:1 2.0 x 10-3 0.1 Drainage Layer 1.0 x 10-4 1:1 2.0 x 10-4 0.3 GCL 3.0 x 10-10 1:1 2.0 x 10-3 0.0001 Berm 1.0 x 10-7 1:1 2.0 x 10-3 0.05 1: 100:1 Anisotropy applied to consolidated clay, 10:1 Anisotropy applied to unconsolidated clay WASTE DRAINAGE LAYER GCL LAND INFORMATION ONTARIO (LIO) DATA PRODUCED BY GOLDER ASSOCIATES LTD. UNDER LICENSE FROM ONTARIO MINISTRY OF NATURAL RESOURCES, QUEENS PRINTER 2011. ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Simulated Post-Development Post-Settlement Cross-Section Ottawa, Ontario No. 12-1125-0045 SCALE AS SHOWN REV.0 DESIGN GIS MIB Nov. 2013 CHECK REVIEW PLE PAS FIGURE 12-7
MODEL DOMAIN GOLDER ASSOCIATES LTD. REPORT LAND INFORMATION ONTARIO (LIO) DATA PRODUCED BY GOLDER ASSOCIATES LTD. UNDER LICENSE FROM ONTARIO MINISTRY OF NATURAL RESOURCES, QUEENS PRINTER 2011. ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Simulated Pre-Failure Groundwater Drawdown (PS1: pre-settlement) No. 12-1125-0045 DESIGN MIB Nov. 2013 GIS -- -- CHECK PLE REVIEW PAS PHASE No. 4500 SCALE AS SHOWN REV.0 FIGURE 12-8
MODEL DOMAIN GOLDER ASSOCIATES LTD. REPORT LAND INFORMATION ONTARIO (LIO) DATA PRODUCED BY GOLDER ASSOCIATES LTD. UNDER LICENSE FROM ONTARIO MINISTRY OF NATURAL RESOURCES, QUEENS PRINTER 2011. ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Simulated Pre-Failure Groundwater Drawdown (PS2: post-settlement) No. 12-1125-0045 DESIGN MIB Nov. 2013 GIS -- -- CHECK PLE REVIEW PAS PHASE No. 4500 SCALE AS SHOWN REV.0 FIGURE 12-9
CALIBRATED PRE-DEVELOPMENT CONDITIONS SLICE 3: SURFICIAL SILTY SAND AND CLAY STEADY-STATE POST-FAILURE CONDITIONS SLICE 3: SURFICIAL SILTY SAND AND CLAY LAND INFORMATION ONTARIO (LIO) DATA PRODUCED BY GOLDER ASSOCIATES LTD. UNDER LICENSE FROM ONTARIO MINISTRY OF NATURAL RESOURCES, QUEENS PRINTER 2011. ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 75 GROUNDWATER ELEVATION (metres ABOVE SEA LEVEL) (1 metre contour interval) INTERPRETED GROUNDWATER FLOW DIRECTION Simulated Post-Failure Groundwater Elevation (PS3: post-settlement) Ottawa, Ontario No. 12-1125-0045 SCALE AS SHOWN REV.0 DESIGN GIS MIB Nov. 2013 CHECK REVIEW PLE PAS FIGURE 12-10
SLICE 11: SILTY LAYER SLICE 16: GLACIAL TILL / BEDROCK CONTACT LAND INFORMATION ONTARIO (LIO) DATA PRODUCED BY GOLDER ASSOCIATES LTD. UNDER LICENSE FROM ONTARIO MINISTRY OF NATURAL RESOURCES, QUEENS PRINTER 2011. ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 75 SIMULATED HYDRAULIC HEAD (metres) (one metre contour interval) INTERPRETED GROUNDWATER FLOW DIRECTION Simulated Post-Failure Hydraulic Head (PS3: post-settlement) Ottawa, Ontario No. 12-1125-0045 SCALE AS SHOWN REV.0 DESIGN GIS MIB Nov. 2013 CHECK REVIEW PLE PAS FIGURE 12-11
18 16 14 12 10 8 6 4 2 Boron 1600 1400 1200 1000 800 600 400 200 Chloride Background ODWQS 6.E-02 5.E-02 4.E-02 3.E-02 2.E-02 1.E-02 Cadmium 0 0 0.E+00 0 1000 2000 3000 4000 5000 6000 7000 7.E-01 6.E-01 5.E-01 4.E-01 3.E-01 2.E-01 1.E-01 Lead 3.E-02 2.E-02 2.E-02 1.E-02 5.E-03 Benzene 1.E-02 1.E-02 8.E-03 6.E-03 4.E-03 2.E-03 1,4 - Dichlorobenzene 0.E+00 0.E+00 0.E+00 3.5 3 2.5 2 1.5 1 0.5 0 Dichloromethane 1.E+00 1.E+00 8.E-01 6.E-01 4.E-01 2.E-01 0.E+00 Toluene 4.E-02 3.E-02 3.E-02 2.E-02 2.E-02 1.E-02 5.E-03 0.E+00 Vinyl Chloride Results of Contaminant Transport Model Ottawa, Ontario No. 12-1125-0045 SCALE AS SHOWN REV.0 DESIGN GIS MKF MKF Nov. 23/2013 Nov. 23/2013 CHECK REVIEW PLE MKF FIGURE 12-13