Landfill Thickness (m) CALCULATED RANGE OF TOTAL SETTLEMENT TOTAL SETTLEMENT VERSUS LANDFILL THICKNESS YEARS
|
|
|
- Archibald Hill
- 7 years ago
- Views:
Transcription
1 Total Settlement (mm) Landfill Thickness (m) CALCULATED RANGE OF TOTAL SETTLEMENT TOTAL SETTLEMENT VERSUS LANDFILL THICKNESS YEARS Project No Drawn: CK Date: Nov Checked: PLE Review: PAS Figure 11-6
2 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 DESIGN GIS MIB -- CHECK PLE REVIEW PAS Nov PHASE No SCALE AS SHOWN REV.0 FIGURE 12-1
3 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 ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 3-D Numerical Groundwater Model Domain No DESIGN MIB Nov GIS CHECK PLE REVIEW PAS PHASE No SCALE AS SHOWN REV.0 FIGURE 12-2
4 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 ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Boundary Conditions 3-D Numerical Groundwater Model No DESIGN MIB Nov GIS CHECK PLE REVIEW PAS PHASE No SCALE AS SHOWN REV.0 FIGURE 12-3
5 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 :1 2.0 x Weathered Clay 1.0 x :1 2.0 x Unweathered Clay 1.0 x :1 2.0 x x :1 2.0 x Glacial Till 1.5 x :1 2.0 x Queenston Shale Bedrock Formation 5.5 x :1 3.0 x Carlsbad Bedrock Formation 7.0 x :1 3.0 x 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 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 SCALE AS SHOWN REV.0 DESIGN GIS MIB Nov CHECK REVIEW PLE PAS FIGURE 12-4
6 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 ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Comparison of Simulated and Measured Groundwater Elevations Ottawa, Ontario No SCALE AS SHOWN REV.0 DESIGN GIS MIB Nov CHECK REVIEW PLE PAS FIGURE 12-5
7 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 ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Simulated Post-Development Cross-Section No SCALE AS SHOWN REV.0 DESIGN MIB Nov 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 :1 2.0 x Weathered Clay 1.0 x :1 2.0 x Unweathered Clay 1.0 x :1 2.0 x x :1 2.0 x Glacial Till 1.5 x :1 2.0 x Queenston Shale Bedrock Formation 5.5 x :1 3.0 x Carlsbad Bedrock Formation 7.0 x :1 3.0 x Waste (Operations) 1.0 x :1 2.0 x Waste (Closure) 1.2 x :1 2.0 x Drainage Layer 1.0 x :1 2.0 x GCL 3.0 x :1 2.0 x Berm 1.0 x :1 2.0 x
8 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 :1 2.0 x Weathered Clay 1.0 x :1 (1) 2.0 x Unweathered Clay 1.0 x :1 (1) 2.0 x x :1 2.0 x Glacial Till 1.5 x :1 2.0 x Queenston Shale Bedrock Formation 5.5 x :1 3.0 x Carlsbad Bedrock Formation 7.0 x :1 3.0 x Waste (Operations) 1.0 x :1 2.0 x Waste (Closure) 1.2 x :1 2.0 x Drainage Layer 1.0 x :1 2.0 x GCL 3.0 x :1 2.0 x Berm 1.0 x :1 2.0 x : 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 ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Simulated Post-Development Post-Settlement Cross-Section Ottawa, Ontario No SCALE AS SHOWN REV.0 DESIGN GIS MIB Nov CHECK REVIEW PLE PAS FIGURE 12-7
9 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 ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Simulated Pre-Failure Groundwater Drawdown (PS1: pre-settlement) No DESIGN MIB Nov GIS CHECK PLE REVIEW PAS PHASE No SCALE AS SHOWN REV.0 FIGURE 12-8
10 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 ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 18 Simulated Pre-Failure Groundwater Drawdown (PS2: post-settlement) No DESIGN MIB Nov GIS CHECK PLE REVIEW PAS PHASE No SCALE AS SHOWN REV.0 FIGURE 12-9
11 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 ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE 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 SCALE AS SHOWN REV.0 DESIGN GIS MIB Nov CHECK REVIEW PLE PAS FIGURE 12-10
12 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 ION: TRANSVERSE MERCATOR DATUM: NAD 83 COORDINATE SYSTEM: UTM ZONE SIMULATED HYDRAULIC HEAD (metres) (one metre contour interval) INTERPRETED GROUNDWATER FLOW DIRECTION Simulated Post-Failure Hydraulic Head (PS3: post-settlement) Ottawa, Ontario No SCALE AS SHOWN REV.0 DESIGN GIS MIB Nov CHECK REVIEW PLE PAS FIGURE 12-11
13
14 Boron Chloride Background ODWQS 6.E-02 5.E-02 4.E-02 3.E-02 2.E-02 1.E-02 Cadmium E 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 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 SCALE AS SHOWN REV.0 DESIGN GIS MKF MKF Nov. 23/2013 Nov. 23/2013 CHECK REVIEW PLE MKF FIGURE 12-13
15
VOLUME III GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL REPORT CAPITAL REGION RESOURCE RECOVERY CENTRE
2.0 SITE INVESTIGATION METHODOLOGY The following section summarizes the Site investigation methodology applied during the subsurface investigation and hydrogeological assessment completed at the CRRRC
Information Request 14
Information Request 14 Information Request 14 14-1 Responses to Information Request 14 Response to Information Request 14a Response to Information Request 14b Response to Information Request 14c Response
Principles of groundwater flow
Principles of groundwater flow Hydraulic head is the elevation to which water will naturally rise in a well (a.k.a. static level). Any well that is not being pumped will do for this, but a well that is
Matt Harris, Golder Associates (NZ) Ltd. The value of geophysics as a non-intrusive method for site characterisation
Matt Harris, Golder Associates (NZ) Ltd. The value of geophysics as a non-intrusive method for site characterisation Presentation Outline What is geophysics and how can it help me? Electrical Resistivity
Preliminary Assessment
Preliminary Assessment Bonebrake Theological Seminary Site Dayton Unit III Dayton, Ohio Prepared by: U.S. Army Corps of Engineers Buffalo District 1776 Niagara Street Buffalo, NY 14207-3199 September 5,
COVER SYSTEMS FOR MINE CLOSURE AND REHABILITATION TWO CASE STUDIES
COVER SYSTEMS FOR MINE CLOSURE AND REHABILITATION TWO CASE STUDIES Jason Song 1 and Mike O Kane 2 1 O Kane Consultants Inc., 200 1121 Centre Street N.W., Calgary, AB T2E 7K6, Canada Email: jsong@okc-sk.com
4. Environmental Impacts Assessment and Remediation Targets
4. Environmental Impacts Assessment and Remediation Targets 4.1 Environmental Impacts Significant additional development in the Alder Creek watershed is not anticipated at this time; however, there are
Vulnerability Assessment
Vulnerability Assessment VULNERABILITY As used in this report, vulnerability refers to the sensitivity of groundwater to contamination, and is determined by intrinsic characteristics of the aquifer. It
EXPLAINING GROUNDWATER AND WATER WELLS
EXPLAINING GROUNDWATER AND WATER WELLS This document aims to provide a non-technical description of groundwater: how it occurs, how it moves underground, and the basic principles behind constructing and
1200 United Boulevard
MINISTRY OF ENVIRONMENT Thompson and Cariboo Regions 1259 Dalhousie Drive Kamloops BC V2C 5Z5 Telephone: (250) 371-6200 Fax: (250) 828-4000 OPERATIONAL CERTIFICATE FOR THE CACHE CREEK LANDFILL Under the
Flood Risk Assessment. For Application at: Brick House Farm Brick House Lane Hambleton Lancashire FY6 9BG
Flood Risk Assessment For Application at: Brick House Farm Brick House Lane Hambleton Lancashire FY6 9BG Contents 1. Introduction 2. The Site 3. Flood Risk 4. Existing drainage 5. Proposed Development
EPSG. Coordinate Reference System Definition - Recommended Practice. Guidance Note Number 5
European Petroleum Survey Group EPSG Guidance Note Number 5 Coordinate Reference System Definition - Recommended Practice Revision history: Version Date Amendments 1.0 April 1997 First release. 1.1 June
STORMWATER MANAGEMENT CHECKLIST
STORMWATER MANAGEMENT CHECKLIST *This checklist must be completed and part of the Land Disturbing Permit submittal for review if the acreage disturbed is one (1) acre or more: I. SUPPORTING DATA Narrative
ources of Drinking Water
The drop on water Sources of Drinking Water Did you know that 40 per cent of Nova Scotians get their water privately from a drilled well, a dug well, or a surface water source? The other 60 per cent rely
Frequently Asked Questions on the Alberta Tier 1 and Tier 2 Soil and Groundwater Remediation Guidelines. February 2008
Frequently Asked Questions on the Alberta Tier 1 and Tier 2 Soil and Groundwater Remediation Guidelines February 2008 Frequently Asked Questions on the Alberta Tier 1 and Tier 2 Soil and Groundwater Remediation
STATE OF VERMONT AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WASTE MANAGEMENT DIVISION SOLID WASTE MANAGEMENT PROGRAM
STATE OF VERMONT AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WASTE MANAGEMENT DIVISION SOLID WASTE MANAGEMENT PROGRAM Solid Waste Management Program Waste Management Division 103
SHAFT CONSTRUCTION IN TORONTO USING SLURRY WALLS
SHAFT CONSTRUCTION IN TORONTO USING SLURRY WALLS Vince Luongo Petrifond Foundation Co., Ltd. PROJECT DESCRIPTION The York Durham Sanitary System (YDSS) Interceptor in the Town of Richmond Hill located
How To Model Soil On Gri
TECHNICAL NOTE ON USING HELP MODEL (VER. 3.07) I: INPUT STEPS GUIDE The purpose of this document is to help the users of HELP Model through the input procedures, and interpretation of the output results.
BLACK/HARMONY/FAREWELL CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 12 - STORMWATER MANAGEMENT
Harmony Creek subwatershed Harmony Creek subwatershed BLACK/HARMONY/FAREWELL CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 12 - STORMWATER MANAGEMENT April 2011 TABLE OF CONTENTS 1.0 INTRODUCTION...
Embankment Consolidation
Embankment Consolidation 36-1 Embankment Consolidation In this tutorial, RS2 is used for a coupled analysis of a road embankment subject to loading from typical daily traffic. Model Start the RS2 9.0 Model
Guidelines For Sealing Groundwater Wells
Guidelines For Sealing Groundwater Wells Government of Newfoundland and Labrador Department of Environment and Conservation Water Resources Management Division Government of Newfoundland and Labrador Department
Floodplain Development Land Use Review
COMMUNITY DEVELOPMENT DEPARTMENT Planning Division P.O. Box 490 333 Broadalbin Street SW Albany, OR 97321 Phone 541-917-7550 Fax 541-791-0150 www.cityofalbany.net Floodplain Development Land Use Review
ALL GROUND-WATER HYDROLOGY WORK IS MODELING. A Model is a representation of a system.
ALL GROUND-WATER HYDROLOGY WORK IS MODELING A Model is a representation of a system. Modeling begins when one formulates a concept of a hydrologic system, continues with application of, for example, Darcy's
Boundary Conditions of the First Kind (Dirichlet Condition)
Groundwater Modeling Boundary Conditions Boundary Conditions of the First Kind (Dirichlet Condition) Known pressure (velocity potential or total heard) head, e.g. constant or varying in time or space.
INFORMATION SHEET ORDER NO. R5-2011-XXXX TRIANGLE ROCK PRODUCTS, INC. FLORIN ROAD AGGREGATE PLANT SACRAMENTO COUNTY
ORDER NO. R5-2011-XXXX INFORMATION SHEET Background Triangle Rock, Inc. (Discharger) submitted a Report of Waste Discharge (RWD) on 23 August 2010. The Discharger is expanding the mining operations at
CHAPTER 9 CONCLUSIONS AND RECOMMENDED MITIGATION
CHAPTER 9 CONCLUSIONS AND RECOMMENDED MITIGATION 9.1 Conclusions Based on the stability cross-sections down the SE flank of Snodgrass Mountain, most landslides on low- to moderate-gradient slopes have
CIVL451. Soil Exploration and Characterization
CIVL451 Soil Exploration and Characterization 1 Definition The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally
DEPARTMENT OF THE ARMY ETL 1110-2-569 U.S. Army Corps of Engineers CECW-EG Washington, DC 20314-1000
DEPARTMENT OF THE ARMY ETL 1110-2-569 U.S. Army Corps of Engineers CECW-EG Washington, DC 20314-1000 Technical Letter No. 1110-2-569 1 May 2005 Engineering and Design DESIGN GUIDANCE FOR LEVEE UNDERSEEPAGE
Stormwater Management Design Brief. Proposed Commercial Redevelopment 5830 Hazeldean Road Ottawa (Stittsville), Ontario.
Stormwater Management Design Brief Proposed Commercial Redevelopment 5830 Hazeldean Road Ottawa (Stittsville), Ontario Prepared For: 1319 Kanata Tires & Rims June 30, 2015 Report No: FS-15-013-REP.02 Stormwater
APPENDIX B CHARACTERIZATION OF SOILS AT TEST SITES
APPENDIX B HARATERIZATION OF SOILS AT TEST SITES A.1 LAMBTON FAILITY 2015 ANNUAL LANDFILL REPORT BIOMONITORING PROGRAM pendix B haracterization of Soils at Test Sites pendix B HARATERIZATION OF SOILS
PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE
REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Storm Sewer Design Criteria REVISED July 2009 PUBLIC WORKS STORM SEWER DESIGN CRITERIA TABLE OF CONTENTS 1.0
TOPOGRAPHICAL SURVEY REPORT - PART OF L.R No. 7413/11 Done on February 2015 at International Union for Conservation of Nature (IUCN) Eastern African
TOPOGRAPHICAL SURVEY REPORT - PART OF L.R No. 7413/11 Done on February 2015 at International Union for Conservation of Nature (IUCN) Eastern African Regional Office 01 CHAPTER ONE Checklist Page 2 of 8
Development of the National Water Resources Model for Jutland
Development of the National Water Resources Model for Jutland Britt Christensen, Hans Jørgen Henriksen and Per Nyegaard, GEUS 1. Regional models and the National Water Resources Model The overall purpose
Chapter 5: Working with contours
Introduction Contoured topographic maps contain a vast amount of information about the three-dimensional geometry of the land surface and the purpose of this chapter is to consider some of the ways in
IMPACT ASSESSMENT OF SOLUTION MINING ON GROUNDWATER RESOURCES IN KAZAN TRONA FIELD, ANKARA-TURKEY
IMPACT ASSESSMENT OF SOLUTION MINING ON GROUNDWATER RESOURCES IN KAZAN TRONA FIELD, ANKARA-TURKEY Hasan Yazicigil, Department of Geological Engineering Middle East Technical University, 06531, Ankara,
Operations and Maintenance Guidelines for Coal Ash Landfills Coal Ash Landfills are NOT the Same as Subtitle D Solid Waste Landfills
Operations and Maintenance Guidelines for Coal Ash Landfills Coal Ash Landfills are NOT the Same as Subtitle D Solid Waste Landfills 1. INTRODUCTION: 2011 World of Coal Ash (WOCA) Conference May 9-12,
ENVIRONMENTAL CODE OF PRACTICE FOR CONCRETE BATCH PLANT & ROCK WASHING OPERATIONS
ENVIRONMENTAL CODE OF PRACTICE FOR CONCRETE BATCH PLANT & ROCK WASHING OPERATIONS PREPARED BY: DEPARTMENT OF ENVIRONMENT AND LANDS INDUSTRIAL ENVIRONMENTAL ENGINEERING DIVISION APRIL 16, 1992 - TABLE OF
Landfill ER Revenues versus Landfill Costs
Landfill ER Revenues versus Landfill Costs Sandra Cointreau Solid Waste Advisor, FEU/URB March 2008 scointreau@worldbank.org Determining landfill cost recovery with ER revenues involves 3 steps: Estimating
3D-Groundwater Modeling with PMWIN
Wen-Hsing Chiang 3D-Groundwater Modeling with PMWIN A Simulation System for Modeling Groundwater Flow and Transport Processes Second Edition With 242 Figures and 23 Tables 4y Springer Contents 1 Introduction
Assessment of Groundwater Vulnerability to Landfill Leachate Induced Arsenic Contamination in Maine, US - Intro GIS Term Project Final Report
Assessment of Groundwater Vulnerability to Landfill Leachate Induced Arsenic Contamination in Maine, US - Intro GIS Term Project Final Report Introduction Li Wang Dept. of Civil & Environmental Engineering
Earth Coordinates & Grid Coordinate Systems
Earth Coordinates & Grid Coordinate Systems How do we model the earth? Datums Datums mathematically describe the surface of the Earth. Accounts for mean sea level, topography, and gravity models. Projections
BALLANTRAE-MUSSELMAN LAKE SERVICING REPORT. Submitted to: The Town of Whitchurch-Stouffville. Submitted by:
BALLANTRAE-MUSSELMAN LAKE SERVICING REPORT Submitted to: The Town of Whitchurch-Stouffville Submitted by: AMEC Environment & Infrastructure 3215 North Service Road Burlington, ON L7N 3G2 Tel: 905-335-2353
Module 7 (Lecture 24 to 28) RETAINING WALLS
Module 7 (Lecture 24 to 28) RETAINING WALLS Topics 24.1 INTRODUCTION 24.2 GRAVITY AND CANTILEVER WALLS 24.3 PROPORTIONING RETAINING WALLS 24.4 APPLICATION OF LATERAL EARTH PRESSURE THEORIES TO DESIGN 24.5
PREDICTIVE MODELLING AND MONITORING NATURAL ATTENUATION TO SAVE REMEDIAL COSTS
PREDICTIVE MODELLING AND MONITORING NATURAL ATTENUATION TO SAVE REMEDIAL COSTS A.Aziz Shaikh, Brian Tsang, Greg Sutor and Thomas Dance Abstract This paper describes the multidisciplinary components of
FLOOD INFORMATION SERVICE EXPLANATORY NOTES
FLOOD INFORMATION SERVICE EXPLANATORY NOTES Part 1 About the flood maps Limitations of the mapping What the maps don t show Where to find more information Definitions of words used to describe flooding.
APPENDIX G SETTLEMENT
APPENDIX G SETTLEMENT TABLE OF CONTENTS G.1 IN T R O D U C T IO N... 1 G.2 MATERIAL PLACEMENT AND COMPACTION... 1 G.2.1 Incom pressible M aterials... 1 G.2.2 Compressible Materials... 2 G.2.3 Soil P lacem
FINAL PLAN OF REMEDIAL ACTION
FINAL PLAN OF REMEDIAL ACTION 1000 FRENCH STREET SITE Wilmington, Delaware DE 1115 June 1999 Department of Natural Resources and Environmental Control Division of Air and Waste Management Site Investigation
1.34 WASTE CONTAINMENT AND SITE REMEDIATION TECHNOLOGY TAKE-HOME FINAL EXAM DUE FRIDAY MAY 7, 2004 AT 9:30 AM
1.34 WASTE CONTAINMENT AND SITE REMEDIATION TECHNOLOGY TAKE-HOME FINAL EXAM DUE FRIDAY MAY 7, 2004 AT 9:30 AM This is an open-book exam, but the work should be yours alone. Please do not work with others
The Role of Groundwater in Alberta s Tight Water Supply Environment. Ken Baxter, M.Sc., P.Geol. Dan R. Brown, M.Sc., P.Geol.
The Role of Groundwater in Alberta s Tight Water Supply Environment Ken Baxter, M.Sc., P.Geol. Dan R. Brown, M.Sc., P.Geol. The Role of Groundwater in Alberta s Tight Water Supply Environment Outline Importance
SUBDIVISION AND DEVELOPMENT REGULATION
Province of Alberta MUNICIPAL GOVERNMENT ACT SUBDIVISION AND DEVELOPMENT REGULATION Alberta Regulation 43/2002 With amendments up to and including Alberta Regulation 119/2014 Office Consolidation Published
WHAT YOU NEED TO KNOW ABOUT LIVING NEAR INDIANA COAL MINES
WHAT YOU NEED TO KNOW ABOUT LIVING NEAR INDIANA COAL MINES Who Should Read This Guide? Home Buyers/Owners Lending Institutions Landowners Developers Local Officials Construction Design Realtors Companies
How To Prepare A Geotechnical Study For A Trunk Sewer Project In Lincoln, Nebraska
APPENDIX B Geotechnical Engineering Report GEOTECHNICAL ENGINEERING REPORT Preliminary Geotechnical Study Upper Southeast Salt Creek Sanitary Trunk Sewer Lincoln Wastewater System Lincoln, Nebraska PREPARED
3D MAGNETIC INVERSION OF A VTEM SURVEY. (Nicol Block) Submitted to: NORTHSTAR GOLD CORP. PRESENTED BY
3D MAGNETIC INVERSION OF A VTEM SURVEY (Nicol Block) Submitted to: NORTHSTAR GOLD CORP. PRESENTED BY OLIVIER BOULANGER, PHD, P.GEO. MARC BOIVIN, P.Geo NOVEMBER 2009 Created by jbrouillard TABLE OF CONTENTS
Assessment of groundwater inflow into a metro tunnel (Ankara)
Géoline 25 Lyon, France 23 rd - 25 th, May/Mai 25 Assessment of groundwater inflow into a metro tunnel (Ankara) DOYURAN VEDAT Department of Geological Engineering, Middle East Technical University, 6531Ankara,
Modelling the Discharge Rate and the Ground Settlement produced by the Tunnel Boring
Modelling the Discharge Rate and the Ground Settlement produced by the Tunnel Boring Giona Preisig*, Antonio Dematteis, Riccardo Torri, Nathalie Monin, Ellen Milnes, Pierre Perrochet *Center for Hydrogeology
Water-Table Elevation and Depth to Water Table
Water-Table Elevation and Depth to Water Table By Roberta Adams Minnesota Hydrogeology Atlas Series Atlas HG-03 Report Plate 1, Water-Table Elevation Plate 2, Depth to Water Table St. Paul June 2016 Minnesota
Utah State General Records Retention Schedule SCHEDULE 1 GEOSPATIAL DATA SETS
Utah State General Records Retention Schedule SCHEDULE 1 BIOTA RECORDS (Item 1-26) These are geospatial records that depict wildlife use areas in the state of Utah as determined by wildlife biologists
Vacuum Consolidation Dewatering in Sediment Remediation
Vacuum Consolidation Dewatering in Sediment Remediation Anatomy of contaminated sediment volume Vacuum Consolidation Dewatering (VCD) Underwater dewatering for volume reduction. VCD application modes and
December 29, 2014 Reference No. 000823-106
CONESTOGA-ROVERS & ASSOCIA TES 651 Colby Drive, Waterloo, Ontario, N2V 1 C2 Telephone: (519) 884-5 Fax: (519) 884-525 www.craworld.com December 29, 14 Reference No. 823-6 Director Ontario Ministry ofthe
10-1 10. CONSOLIDATION
10-1 10. CONSOLIDATION 10.1 INFLUENCE OF DRAINAGE ON RATE OF SETTLEMENT When a saturated stratum of sandy soil is subjected to a stress increase, such as that caused by the erection of a building on the
Design, Testing and Automated Monitoring of ACIP Piles in Residual Soils
Design, Testing and Automated Monitoring of ACIP Piles in Residual Soils Stephen W. Lacz 1, M. ASCE, P.E. and Richard C. Wells 2, F. ASCE, P.E. 1 Senior Professional, Trigon Kleinfelder, Inc., 313 Gallimore
Appendix A Sub surface displacements around excavations Data presented in Xdisp sample file
Appendix A Sub surface displacements around excavations Data presented in Xdisp sample file Notation B1 = lowest level of basement slab c = cohesion E = drained Young s Modulus Eu = undrained Young s Modulus
Soil Strength. Performance Evaluation of Constructed Facilities Fall 2004. Prof. Mesut Pervizpour Office: KH #203 Ph: x4046
ENGR-627 Performance Evaluation of Constructed Facilities, Lecture # 4 Performance Evaluation of Constructed Facilities Fall 2004 Prof. Mesut Pervizpour Office: KH #203 Ph: x4046 1 Soil Strength 2 Soil
USING DETAILED 2D URBAN FLOODPLAIN MODELLING TO INFORM DEVELOPMENT PLANNING IN MISSISSAUGA, ON
22nd Canadian Hydrotechnical Conference 22e Conférence canadienne d hydrotechnique Water for Sustainable Development : Coping with Climate and Environmental Changes L eau pour le développement durable:
Groundwater Management. Discussion Paper for the Milk River Integrated Watershed Management Plan. Compiled by: Sandi Riemersma.
Groundwater Management in the Milk River Watershed Discussion Paper for the Milk River Integrated Watershed Management Plan Compiled by: Sandi Riemersma November 18, 2012 Note to Reader: This is a working
FAULT SEAL ANALYSIS: Mapping & modelling. EARS5136 slide 1
FAULT SEAL ANALYSIS: Mapping & modelling EARS5136 slide 1 Hydrocarbon field structure Compartments 1 km Depth ~2.5km How to produce field? EARS5136 slide 2 Predict flow patterns and communication Fault
EM 1110-2-1902 31 Oct 2003. US Army Corps of Engineers ENGINEERING AND DESIGN. Slope Stability ENGINEER MANUAL
31 Oct 2003 US Army Corps of Engineers ENGINEERING AND DESIGN Slope Stability ENGINEER MANUAL AVAILABILITY Electronic copies of this and other U.S. Army Corps of Engineers (USACE) publications are available
Engineering Specifications February, 2004 Schedule H to Bylaw 7452, Subdivision Bylaw Page 18
Schedule H to Bylaw 7452, Subdivision Bylaw Page 18 3.4 Sanitary Sewers 3.4.1 Materials 3.4.1.1 The class and type of pipe and fittings, together with required class of bedding and trench widths, shall
4. Right click grid ( ) and select New MODFLOW, then select Packages, enabling both the optional Well and Recharge option.
Groundwater Hydrology CE 40460 Example 1 -- Grid Approach Building a grid is the first step in creating a groundwater model using GMS, and it requires the following components: top and bottom elevations,
Proposed Construction of Basement Flood Risk Assessment. 35 Edwardes Square London W8 6HH
Proposed Construction of Basement Flood Risk Assessment 35 Edwardes Square London W8 6HH 1 Introduction This FRA has been carried out in accordance with the National Planning Policy Statement (NPPF), the
MAC-ENC-PRO-062 GROUNDWATER MONITORING PROGRAM
MAC-ENC-PRO-062 GROUNDWATER MONITORING PROGRAM Document Owner Michael Gale, Superintendent Environment Analysis and Improvement Document Approver Sarah Withell, Head of Health, Safety and Environment Version
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND TELECOMMUNICATION CABLES IN THE VICINITY OF TRANSPORTATION FACILITIES
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND TELECOMMUNICATION CABLES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE JURISDICTION OF ALBERTA TRANSPORTATION 1.0 Application Procedures 2.0
APPENDIX I WORLEYPARSONS GPR REPORT (ISSUED IN ELECTRONIC FORM)
Angela MacPherson, TCPL July 27, 2011 Northwest Mainline Loop, Timberwolf Section Geotechnical Assessment Report Project: 0098-101-01-06 APPENDIX I WORLEYPARSONS GPR REPORT (ISSUED IN ELECTRONIC FORM)
FLOOD RISK AND SURFACE WATER DRAINAGE ASSESSMENT HILLHOUSE RESTORATION SITE, OFF JAMESON ROAD, THORNTON CLEVELEYS ON BEHALF OF NPL ESTATES
FLOOD RISK AND SURFACE WATER DRAINAGE ASSESSMENT HILLHOUSE RESTORATION SITE, OFF JAMESON ROAD, THORNTON CLEVELEYS ON BEHALF OF NPL ESTATES Integra Consulting Engineers Limited NS / 2543 Fountain House
Chapter 4 Atmospheric Pressure and Wind
Chapter 4 Atmospheric Pressure and Wind Understanding Weather and Climate Aguado and Burt Pressure Pressure amount of force exerted per unit of surface area. Pressure always decreases vertically with height
SUMMARY REPORT ON COMPARISON OF THE QUARRY SLOPE ANGLES ADJACENT TO THREE KINGS RESERVE
SUMMARY REPORT ON COMPARISON OF THE QUARRY SLOPE ANGLES ADJACENT TO THREE KINGS RESERVE (Dated: July 2008) FOR Prepared By: Graeme W. Fulton B.Sc. (Hons), Mining and Petroleum Engineering, MAusIMM Terra
DESIGNING STRUCTURES IN EXPANSIVE CLAY
DESIGNING STRUCTURES IN EXPANSIVE CLAY A GUIDE FOR A RCHITECTS AND E NGINEERS Table of Contents 1. Introduction Page 1 2. Common Foundation Systems Page 2 3. Drilled Piers Page 3 a. Skin Friction Piers
Best Management Practices for Coal Ash Storage Facilities
2009 World of Coal Ash (WOCA) Conference - May 4-7, 2009 in Lexington, KY, USA http://www.flyash.info/ Best Management Practices for Coal Ash Storage Facilities Presented by: Christopher D. Hardin, PE
Post Construction Stormwater Management Checklist Program
Post Construction Stormwater Management Checklist Program Anahid Damerau, CPESC, CPSWQ Christopher Smith, P.E. Department of Environmental Protection Stormwater Section Watershed Management Program The
PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE
REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Sanitary Sewer Design Criteria REVISED July 2009 PUBLIC WORKS SANITARY SEWER DESIGN CRITERIA TABLE OF CONTENTS
The Homeowner s Building Application Checklist for Constructing a Residential Sundeck
This checklist provides homeowners a summary of the Building Permit submission requirements for constructing a residential sundeck. Regardless of the deck s walking surface area, if the deck is adjacent
ATTACHMENT 8: Quality Assurance Hydrogeologic Characterization of the Eastern Turlock Subbasin
ATTACHMENT 8: Quality Assurance Hydrogeologic Characterization of the Eastern Turlock Subbasin Quality assurance and quality control (QA/QC) policies and procedures will ensure that the technical services
TEXAS: SAN ANTONIO San Antonio Protects Edwards Aquifer
TEXAS: SAN ANTONIO San Antonio Protects Edwards Aquifer Background San Antonio, the seventh largest city in the United States, covers approximately 515 square miles of Bexar County in south central Texas.
D R A F T. Best Management Practices Plan (Surface Water, Sediment & Erosion Control) West Carleton Environmental Centre. May 2014
Best Management Practices Plan (Surface Water, Sediment & Erosion Control) West Carleton Environmental Centre D R A F T Prepared for: Waste Management of Canada Corporation 2301 Carp Road Ottawa, Ontario
BEACH NOURISHMENT COMBINED WITH SIC VERTICAL DRAIN IN MALAYSIA.
BEACH NOURISHMENT COMBINED WITH SIC VERTICAL DRAIN IN MALAYSIA. Claus Brøgger 1 and Poul Jakobsen 2 The present paper presents measurements and results from a three year full scale Pilot Project with the
Ground-Water-Level Monitoring and the Importance of Long-Term Water-Level Data U.S. Geological Survey Circular 1217
Ground-Water-Level Monitoring and the Importance of Long-Term Water-Level Data U.S. Geological Survey Circular 1217 by Charles J. Taylor William M. Alley Denver, Colorado 2001 U.S. DEPARTMENT OF THE INTERIOR
720 Contour Grading. General. References. Resources. Definitions
720 Contour Grading General Contour grading directs water to a desired point, prevents erosion, provides noise deflection, provides visual fit of the facility into the landscape, and protects desirable
Applying a circular load. Immediate and consolidation settlement. Deformed contours. Query points and query lines. Graph query.
Quick Start Tutorial 1-1 Quick Start Tutorial This quick start tutorial will cover some of the basic features of Settle3D. A circular load is applied to a single soil layer and settlements are examined.
Map Patterns and Finding the Strike and Dip from a Mapped Outcrop of a Planar Surface
Map Patterns and Finding the Strike and Dip from a Mapped Outcrop of a Planar Surface Topographic maps represent the complex curves of earth s surface with contour lines that represent the intersection
Vapor Phase Transport as a Groundwater Contamination Process at Arid Landfill Sites
Vapor Phase Transport as a Groundwater Contamination Process at Arid Landfill Sites G.R. Walter 1, A.M. Geddis 1, R. Murray and.w. Bentley 1 1 ydro Geo Chem, Inc. 51 W. Wetmore, Tucson, Arizona, 8575 Office
CHAPTER: 6 FLOW OF WATER THROUGH SOILS
CHAPTER: 6 FLOW OF WATER THROUGH SOILS CONTENTS: Introduction, hydraulic head and water flow, Darcy s equation, laboratory determination of coefficient of permeability, field determination of coefficient
Flood risk assessment through a detailed 1D/2D coupled model
CORFU Project Barcelona Case Study Final Workshop 19 th of May 2014 Flood risk assessment through a detailed 1D/2D coupled model Beniamino Russo Aqualogy Urban Drainage Direction Introduction and general
GROUNDWATER FLOW NETS Graphical Solutions to the Flow Equations. One family of curves are flow lines Another family of curves are equipotential lines
GROUNDWTER FLOW NETS Graphical Solutions to the Flow Equations One family of curves are flow lines nother family of curves are equipotential lines B C D E Boundary Conditions B and DE - constant head BC
GROUNDWATER FLOW AND CONTAMINANT TRANSPORT MODELING NIAGARA FALLS STORAGE SITE LEWISTON, NEW YORK
GROUNDWATER FLOW AND CONTAMINANT TRANSPORT MODELING NIAGARA FALLS STORAGE SITE LEWISTON, NEW YORK Prepared for Contract Number DACW49-00-D-0001 U.S. Army Corps of Engineers Buffalo District 1776 Niagara
GUIDE TO SETTLEMENT OF CANTERBURY FLAT LAND CLAIMS
GUIDE TO SETTLEMENT OF CANTERBURY FLAT LAND CLAIMS April 2013 i Introduction This guide focuses on repair methods for some of the types of land damage that occurred on flat residential land as a result
SLOPE AND TOPOGRAPHY
SLOPE AND TOPOGRAPHY What are Slope and Topography? Slope and topography describe the shape and relief of the land. Topography is a measurement of elevation, and slope is the percent change in that elevation
EARS 5 Problem Set #3 Should I invest in flood insurance? Handed out Friday 1 August Due Friday 8 August
EARS 5 Problem Set #3 Should I invest in flood insurance? Handed out Friday August Due Friday 8 August One of the best strategies for managing floods is through rational land use planning. This requires
LYNDE CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 12 - STORMWATER MANAGEMENT
Whitby CLOCA Whitby CLOCA LYNDE CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 12 - STORMWATER MANAGEMENT June 2008 TABLE OF CONTENTS 1.0 INTRODUCTION... 3 2.0 STUDY AREA AND SCOPE... 4 3.0 METHODOLOGY...
1 Mobilisation and demobilisation 1 Deep boring sum 2 Cone penetration tests sum 3 Miscellenous tests sum
Malaysian Civil Engineering Standard Method of Measurement (MyCESMM) CLASS D: SITE INVESTIGATION WORK Measurement covered under other classes: Excavation not carried out for the purpose of soil investigation
Appendix B. Kensington Project Tailings Storage Facility Consolidation Testing & Modeling
Appendix B Kensington Project Tailings Storage Facility Consolidation Testing & Modeling Reclamation and Closure Plan April 2013 For the Kensington Gold Project Memorandum Date: February 21, 2005 Our Ref: