| | Contaminated Sediment Remediation Guidance for Hazardous |
| | 5,73 | | MB | Waste Sites |
| | 218 | | stron |
| | 4145 | | ID | UNITED STATES ENVIRONMENTAL PROTECTION AGENCY |
| | 2005 | | rok |
| | TABLE OF CONTENTS |
| | Appendices. ix |
| | Highlights x |
| | 1.0 INTRODUCTION .1-1 |
| | 1.1 PURPOSE .1-1 |
| | 1.2 CONTAMINATED SEDIMENT .1-2 |
| | 1.3 RISK MANAGEMENT PRINCIPLES AND REMEDIAL APPROACHES 1-3 |
| | 1.3.1 Remedial Approaches 1-5 |
| | 1.3.2 Urban Revitalization and Reuse.1-6 |
| | 1.4 DECISION-MAKING PROCESS.1-7 |
| | 1.4.1 Decision Process Framework.1-7 |
| | 1.4.2 Technical Support 1-10 |
| | 1.5 STATE, TRIBAL, AND TRUSTEE INVOLVEMENT .1-11 |
| | 1.6 COMMUNITY AND OTHER STAKEHOLDER INVOLVEMENT . 1-12 |
| | 2.0 REMEDIAL INVESTIGATION CONSIDERATIONS.2-1 |
| | 2.1 SITE CHARACTERIZATION .2-1 |
| | 2.1.1 Data Quality Objectives.2-2 |
| | 2.1.2 Types of Data.2-3 |
| | 2.1.3 Background Data 2-6 |
| | 2.2 CONCEPTUAL SITE MODELS .2-7 |
| | 2.3 RISK ASSESSMENT .2-12 |
| | 2.3.1 Screening Risk Assessment .2-13 |
| | 2.3.2 Baseline Risk Assessment 2-14 |
| | 2.3.3 Risks from Remedial Options .2-14 |
| | 2.4 CLEANUP GOALS.2-14 |
| | 2.4.1 Remedial Action Objectives and Remediation Goals . 2-15 |
| | 2.4.2 Cleanup Levels.2-16 |
| | 2.5 WATERSHED CONSIDERATIONS .2-17 |
| | 2.5.1 Role of the Contaminated Water Body 2-18 |
| | 2.5.2 Water Body and Land Uses .2-18 |
| | 2.6 SOURCE CONTROL .2-20 |
| | 2.7 PHASED APPROACHES AND EARLY ACTIONS.2-21 |
| | 2.8 SEDIMENT STABILITY AND CONTAMINANT FATE AND TRANSPORT 2-22 |
| | 2.8.1 Data Collection 2-25 |
| | 2.8.2 Routine and Extreme Events 2-27 |
| | 2.8.3 Bioturbation .2-30 |
| | 2.8.4 Predicting the Consequences of Sediment and Contaminant Movement 2-31 |
| | 2.9 MODELING 2-32 |
| | 2.9.1 Sediment/Contaminant Transport and Fate Model Characteristics . 2-33 |
| | 2.9.2 Determining Whether A Mathematical Model is Appropriate . 2-36 |
| | 2.9.3 Determining the Appropriate Level of Model .2-36 |
| | 2.9.4 Peer Review .2-40 |
| | 3.0 FEASIBILITY STUDY CONSIDERATIONS3-1 |
| | 3.1 DEVELOPING REMEDIAL ALTERNATIVES FOR SEDIMENT 3-1 |
| | 3.1.1 Alternatives which Combine Approaches .3-2 |
| | 3.1.2 The No-Action Alternative 3-3 |
| | 3.1.3 In-Situ Treatment Alternatives3-3 |
| | 3.2 NCP REMEDY SELECTION CRITERIA 3-5 |
| | 3.3 APPLICABLE OR RELEVANT AND APPROPRIATE REQUIREMENTS FOR SEDIMENT |
| | ALTERNATIVES 3-7 |
| | 3.4 LONG-TERM EFFECTIVENESS AND PERMANENCE OF SEDIMENT ALTERNATIVES 3-12 |
| | 3.5 COST 3-15 |
| | 3.5.1 Capital Costs 3-15 |
| | 3.5.2 Operation and Maintenance Costs 3-18 |
| | 3.5.3 Net Present Value 3-19 |
| | 3.5.4 State Cost Share 3-19 |
| | 3.6 INSTITUTIONAL CONTROLS .3-20 |
| | 4.0 MONITORED NATURAL RECOVERY .4-1 |
| | 4.1 INTRODUCTION .4-1 |
| | 4.2 POTENTIAL ADVANTAGES AND LIMITATIONS .4-3 |
| | 4.3 LINES OF EVIDENCE .4-4 |
| | 4.4 NATURAL RECOVERY PROCESSES 4-6 |
| | 4.4.1 Physical Processes .4-7 |
| | 4.4.2 Biological and Chemical Processes 4-8 |
| | 4.5 ENHANCED NATURAL RECOVERY .4-10 |
| | 4.6 ADDITIONAL CONSIDERATIONS .4-11 |
| | 5.0 IN-SITU CAPPING 5-1 |
| | 5.1 INTRODUCTION .5-1 |
| | 5.2 POTENTIAL ADVANTAGES AND LIMITATIONS .5-3 |
| | 5.3 EVALUATING SITE CONDITIONS5-3 |
| | 5.3.1 Physical Environment 5-4 |
| | 5.3.2 Sediment Characteristics 5-4 |
| | 5.3.3 Waterway Uses and Infrastructure.5-5 |
| | 5.3.4 Habitat Alterations.5-6 |
| | 5.4 FUNCTIONAL COMPONENTS OF A CAP 5-7 |
| | 5.4.1 Physical Isolation Component .5-7 |
| | 5.4.2 Stabilization/Erosion Protection Component.5-8 |
| | 5.4.3 Chemical Isolation Component .5-9 |
| | 5.5 OTHER CAPPING CONSIDERATIONS5-10 |
| | 5.5.1 Identification of Capping Materials.5-11 |
| | 5.5.2 Geotechnical Considerations 5-13 |
| | 5.5.3 Placement Methods .5-13 |
| | 5.5.4 Performance Monitoring .5-14 |
| | 6.0 DREDGING AND EXCAVATION 6-1 |
| | 6.1 INTRODUCTION .6-1 |
| | 6.2 POTENTIAL ADVANTAGES AND LIMITATIONS .6-3 |
| | 6.3 SITE CONDITIONS .6-5 |
| | 6.3.1 Physical Environment 6-5 |
| | 6.3.2 Waterway Uses and Infrastructures 6-6 |
| | 6.3.3 Habitat Alteration6-6 |
| | 6.4 EXCAVATION TECHNOLOGIES .6-7 |
| | 6.5 DREDGING TECHNOLOGIES .6-10 |
| | 6.5.1 Mechanical Dredging6-10 |
| | 6.5.2 Hydraulic Dredging .6-11 |
| | 6.5.3 Dredge Equipment Selection 6-12 |
| | 6.5.4 Dredge Positioning6-20 |
| | 6.5.5 Predicting and Minimizing Resuspension, Contaminant Release and Transport During Dredging |
| | .6-21 |
| | 6.5.6 Containment Barriers6-23 |
| | 6.5.7 Predicting and Minimizing Dredging Residuals .6-25 |
| | 6.6 TRANSPORT, STAGING, AND DEWATERING.6-27 |
| | 6.7 SEDIMENT TREATMENT 6-29 |
| | 6.7.1 Pre-Treatment .6-29 |
| | 6.7.2 Treatment .6-30 |
| | 6.7.3 Beneficial Use .6-33 |
| | 6.8 SEDIMENT DISPOSAL .6-34 |
| | 6.8.1 Sanitary/Hazardous Waste Landfills 6-34 |
| | 6.8.2 Confined Disposal Facilities 6-35 |
| | 6.8.3 Contained Aquatic Disposal 6-36 |
| | 6.8.4 Losses from Disposal Facilities 6-36 |
| | 7.0 REMEDY SELECTION CONSIDERATIONS .7-1 |
| | 7.1 NCP REMEDY SELECTION FRAMEWORK 7-2 |
| | 7.2 CONSIDERING REMEDIES 7-4 |
| | 7.3 COMPARING NET RISK REDUCTION7-14 |
| | 7.4 CONSIDERING INSTITUTIONAL CONTROLS .7-16 |
| | 7.5 CONSIDERING NO-ACTION 7-17 |
| | 7.6 CONCLUSIONS .7-18 |
| | 8.0 REMEDIAL ACTION AND LONG-TERM MONITORING .8-1 |
| | 8.1 INTRODUCTION .8-1 |
| | 8.2 SIX RECOMMENDED STEPS FOR SITE MONITORING 8-3 |
| | 8.3 POTENTIAL MONITORING TECHNIQUES.8-8 |
| | 8.3.1 Physical Measurements .8-9 |
| | 8.3.2 Chemical Measurements .8-10 |
| | 8.3.3 Biological Measurements.8-10 |
| | 8.4 REMEDY-SPECIFIC MONITORING APPROACHES.8-11 |
| | 8.4.1 Monitoring Natural Recovery .8-11 |
| | 8.4.2 Monitoring In-Situ Capping.8-13 |
| | APPENDICES |
| | A PRINCIPLES FOR MANAGING CONTAMINATED SEDIMENT RISKS AT HAZARDOUS WASTE |
| | SITES . A-1 |