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Characterization and Remediation of Fractured Rock

Navigating this Website
1 Introduction
1 Introduction Overview
1.1 Characterizing Fractured Rock
1.2 Comparing Unconsolidated Porous Media CSMs and Fractured Rock CSMs
1.3 21- Compartment Model
1.4 Value of Investigation
2 Geology
2 Geology Overview
2.1 Elements of Terrane Analysis
2.2 Benefits of Terrane Information for the Initial CSM
2.3 Terrane Analysis Case Study
2.4 Terrane Analysis Summary
3 Hydrology
3 Hydrology: Fluid Flow Overview
3.1 Fractured Rock Characteristics
3.2 Fluid Dynamics
3.3 Vapors in Fractured Rock
3.4 Role of Scale in Fractured Rock Fluid Flow
4 Chemistry
4 Chemistry: Fate and Transport Overview
4.1 Fate and Transport Mechanisms
4.2 Contaminant Properties Affecting Fate and Transport
5 Site Characterization
5 Site Characterization Overview
5.1 Review and Refine Existing CSM
5.2 Define the Problem
5.3 Identify Significant Data Gaps
5.4 Define Data Collection Objectives and Design Data Collection Process
5.5 Select Investigation Tools
5.6 Develop and Implement Work Plan
5.7 Manage, Interpret, and Present Data
5.8 Lessons Learned
6 Remediation Design
7 Monitoring
8 Modeling Fractured Rock
9 Stakeholder Perspectives
10 Regulatory Challenges
11 Case Studies
11 Case Studies Overview
11.1 Former Industrial Site, Greenville, South Carolina
11.2 Solvents Recovery Service of New England, Inc., Superfund Site, Southington, Connecticut
11.3 Characterization of Fractured Bedrock, United Kingdom
Appendix A. Karst Terranes
Appendix B. Bedrock Types
Appendix C. Drilling
Appendix D. The 21-Compartment Model
Additional Information
Glossary
References
Acronyms
Acknowledgments
Team Contacts
Document Feedback

 

Characterization and Remediation in Fractured Rocks
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5.1 Review and Refine Existing CSM

The CSM is the primary vehicle used to organize and communicate technical information about site characteristics. As outlined in Incremental Sampling Methodology (ITRC 2012a), CSMs are essential elements of the systematic planning process. These models represent the relationship between contaminant sources and receptors by incorporating potential or actual migration and exposure pathways. They also provide a framework to collect and manage site data necessary to support project management decisions.

The CSM encompasses all significant components of contaminant fate and transport at a site. While this guidance focuses on fractured rock, an unconsolidated portion often exists and should be included in the same CSM. Guidance for preparing a CSM for unconsolidated environments is included in the IDSS-1 document (ITRC 2011). Contaminant transport often affects both unconsolidated and consolidated geology as well as different hydrogeologic flow regimes. Additionally, multiple separate or comingled contaminant plumes may be present. These individual components form a CSM only when they are combined into one comprehensive system that characterizes the relevant site conditions.

The CSM should reflect the best interpretation of available information at any point in time. Consequently, it is a living document that should be updated continuously as new data are collected at any stage of the investigation and remediation. If new data are inconsistent with the existing CSM, the data and CSM should be further evaluated and the CSM revised as needed.

To help visualize a basic CSM, the 21-Compartment Model can be used to illustrate several concepts related to the fate and transport of contaminants in fractured bedrock settings. Using this model with site-specific information offers insight into the relationships among contaminant phases, bedrock geology, and bedrock hydrology. The results of the 21-Compartment Model evaluation are well-suited for developing or refining the CSM. For example, in Table 5-1, compartments in the 21-Compartment Model can be blocked out as the location and movement of the dissolved VOC mass. The compartments dealing with the vapor phase may still be relevant, however, depending on the site characteristics and potential receptors.

Unfortunately, some CSMs omit critical characteristics that greatly influence the quality of a CSM in fractured rock. Section 1.2 describes these characteristics. Terrane analysis presents key elements that should be evaluated, from a physiographic province scale to finer site scale, to compile an initial CSM:

  • regional physical setting (such as physiographic province)
  • structural geology and tectonic setting
  • lithology and stratigraphy/mechanical stratigraphy
  • predicted anisotropy and heterogeneity

Many of these site characteristics are specific to fractured rock settings, and available literature and data should be carefully reviewed before undertaking a characterization study.

Likewise, fluid flow in fractured rock is influenced by the following:

  • matrix (primary porosity) flow, which varies according to the lithology and micro-structures of the rock
  • fracture (secondary porosity) flow, which is influence by the characteristics of the fractures

Figure 3-1 illustrates the degree of influence the various characteristics lend to a macro-, meso-, and micro-scale flow regime.

Finally, the chemical characteristics affect the fate and transport of contaminants and contaminant mixtures. These characteristics, which are often available in the literature, are essential for understanding the fate of contaminants in any setting, including fractured rock.

A range of tools and techniques for resolution of critical physical, hydrologic and chemical relationships are available. Some of these tools and techniques are specialized to address fractured rock settings, and others are commonly used in both fractured rock and unconsolidated settings. Some collect information from boreholes, and some collect information from the surface, but most importantly note that desktops surveys of existing regional and local information can often describe the site geologically, hydrologically, and chemically.

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