AN EVALUATION OF THE RISK-BASED APPROACH

TO BROWNFIELD REMEDIATION AND DEVELOPMENT

 

by

Catherine A. Rakestraw

 

 

 

 

 

Date:_____________________

Approved:

________________________________

Dr. Dharni Vasudevan, Advisor

________________________________

Dr. Norman L. Christensen, Dean

 

 

Master’s Project proposal submitted in partial fulfillment of the

Requirements for the Master of Environmental Management

degree in the

Nicholas School of the Environment

of Duke University

2000

Abstract

As a result of rapid deindustrialization of the nation’s older industrial regions, numerous manufacturing facilities and industrial sites that are contaminated or potentially contaminated now sit abandoned. These sites, known as brownfields, pose a number of challenges to cleanup and reuse. A major barrier to cleanup and redevelopment of brownfields is the determination of feasible cleanup standards. The overall objective of this research is to provide a brief overview of the risk-based approach and evaluate the effectiveness of its use to overcome some of the numerous barriers to brownfield development and expedite the return of abandoned industrial sites to productive reuse.. Using results from a national survey designed by the Brownfields Center at Carnegie Mellon University, annual reports and regional case studies obtained from the Pennsylvania Department of Environmental Protection (PADEP), this research investigates the current usage of the risk-based approach from three perspectives – national, state, and local. At the national scale, many states are incorporating risk-based approaches into their state cleanup programs. Pennsylvania’s Voluntary Cleanup Program, also known as Act 2, reveals many similarities to the process of Risk-Based Corrective Action. A regional perspective shows that many sites utilize a variety of options, characteristic of the risk-based approach, to remediate and redevelop sites. From all views, the risk-based approach is increasingly used. Application of the risk-based approach serves to reduce some of the barriers of brownfield redevelopment by establishing consistent cleanup requirements and reducing the costs associated with remediation of these sites. However, there are a number of concerns associated with the use of risk-based approaches, including the uncertainty in risk assessment and questionable short-term effectiveness and long-term reliability. An improved understanding of the science of risk assessment and further development of strict monitoring programs will aid in the integration of risk-based approaches into the mainstream. Risk-based approaches are found to be an important component to brownfield redevelopment, therefore they must be continued to be understood and studied, though cautiously applied.

 

Acknowledgments

I am deeply indebted to Professor Dharni Vasudevan who served as my advisor and who provided invaluable advice, insightful comments, encouragement, and support. I would also like to thank Deborah A. Lange, Executive Director of The Brownfields Center, and Professor Mitch J. Small, CMU, for their helpful suggestions, wisdom and guidance throughout my research. I would also like to thank members of Pennsylvania’s Department of Environmental Protection, who assisted in the compilation of case studies. Finally, I am grateful to National Urban Fellows, Inc. and the Vira I. Heinz Endowments for their generous financial support.

 

 

Table of Contents

Abstract *

Acknowledgments *

List of Tables *

List of Figures *

List of Appendices *

1. Introduction *

1.1 Purpose of the study *

1.2 Research Methodology and Scope *

1.3 Organization of the report *

1.4 Background *

2. The Emergence of Brownfields *

2.1 The Significance of Brownfields *

2.2 Barriers to Redevelopment *

3. The Emergence of Risk-Based Approaches *

3.1 The Basis of Risk-Based Methodologies *

3.2 The Use of Risk Assessment *

3.3 Risk-Based Methodologies: Limited to Particular Class of Compounds? *

3.4 Current Understanding of Risk-Based Approaches *

4. Risk-Based Cleanups: A National Perspective *

4.1 Analysis of Trends *

4.1.1 Current usage rates *

4.1.2 Relation to future use of sites *

4.1.3 Relation to previous use of sites *

4.1.4 Relation to level of contamination, time of remediation and remediation costs *

4.2 Analysis of Survey Design *

5. A State’s Perspective *

5.1 Development of Voluntary Cleanup Programs *

5.2 Application of Risk-Based Methodology in Pennsylvania *

5.3 The Need and Basis for Act 2 *

5.4 Act 2’s Standards: Description and Application *

5.5 Application of Cleanup Standards *

5.5.1 Type and frequency of contaminants *

5.5.2 Determination and selection of standards *

6. A Regional Focus: Southwestern Pennsylvania *

6.1 Description of Case Studies *

6.2 Lessons Learned *

7. Summary and Recommendations *

Literature Cited *

 

List of Tables

Table 1. Summary table of related studies and findings *

Table 2. "Other" previous uses for National brownfield pilots *

Table 3. Parameter values for log-linear regression model relating the level of contamination, time of remediation (t) for selected cleanup approach *

Table 4. Percentage of total development costs related to environmental remediation *

Table 5. Parameter values for logistic regression model relating the remediation costs to level of contamination and remediation costs for selected cleanup approach *

Table 6. Comparison of ASTM and Pennsylvania’s Risk-Based Approaches *

Table 7. Description of Act 2 standards *

Table 8. Type of chemicals and frequency of significant detection at Act 2 sites *

Table 9. Type of contaminated media and frequency of contamination at Act 2 sites *

Table 10. Comparison of residential and non-residential Statewide health standard for Site 2 *

Table 11. Comparison of Statewide Health Standards to Site-Specific Standards for Site 6 *

 

List of Figures

Figure 1: A multi-disciplinary issue *

Figure 2: Barriers to brownfield development *

Figure 3: Common routes of chemical migration *

Figure 4: National trends of risk-based standards *

Figure 5. States acceptance of risk-based approaches *

Figure 6: Influence of future use of site and cleanup standard selection *

Figure 7: Selected cleanup standard based on previous use *

Figure 8: Selection of cleanup standard related to level of contamination and time of remediation *

Figure 9: Selection of cleanup standard related to level of contamination and remediation costs *

Figure 10: Cumulative total of state Voluntary Control Programs (VCPs) *

Figure 11: Selection of cleanup standards for all regions of PA for 1995-1999 (n=539) *

Figure 12: Selected standards for completed Act 2 sites *

Figure 13: Regional selection of cleanup standards in Southwest Pennsylvania *

 

List of Appendices

APPENDIX A: Acronyms *

APPENDIX B: Clarification of terms *

APPENDIX C: ASTM’s RBCA Process Flowchart *

APPENDIX D: Risk-Based Corrective Action (RBCA)’s Tiered Approach *

APPENDIX E: Background Survey Information *

APPENDIX F: Copy of National Survey: "Capturing Brownfield Success" *

APPENDIX G: Status of Risk-Based Approaches in the U.S. *

APPENDIX H: Act 2’s Site Characterization Flowchart *

APPENDIX I: Detailed Version of Tables 8 and 9 *

APPENDIX J: Summary of representative Act 2 sites from Pennsylvania Department of Environmental Protection, Southwest Region *

1. Introduction

America’s failure to recycle old industrial sites has emerged as a major concern over recent years (Wright, 1997). There has been increased focus and efforts, at the federal, state and local levels, in returning these abandoned properties to productive use. Brownfields development is a process of cleaning up contaminated property and turning non-performing real estate into productive residential, commercial and industrial properties. The U.S. Environmental Financial Advisory Board claims that a major barrier to expediting cleanup and redevelopment of brownfields is the determination of feasible cleanup standards and has recommended that the U.S. Environmental Protection Agency (USEPA) "encourage the development and use of risk-based cleanup standards" (EFAB, 1997). In the risk-based approach to cleanup, the intended land use at the site becomes a determining factor in the establishment of cleanup standards and the selection of the remediation scheme. Several states are developing risk-based cleanup standards to encourage redevelopment of brownfield properties.

1.1 Purpose of the study

The overall objective of this research is to provide a brief overview of the risk-based approach and evaluate the effectiveness of its use to overcome some of the numerous barriers to brownfield development. This research will: 1) discuss the emergence of brownfields and risk-based methodologies; 2) investigate the current usage of the risk-based approach in brownfields remediation and redevelopment from the national, state, and regional perspective; and, 3) evaluate the effectiveness of their application in returning abandoned industrial sites to productive use.

1.2 Research Methodology and Scope

In order to achieve the goals and objectives stated above, this research analyzes and compares results from a national survey designed by the Brownfields Center at Carnegie Mellon University, annual reports and regional case studies obtained from the Pennsylvania Department of Environmental Protection (PADEP). A comprehensive literature review and personal interviews supplement the data. The scope of this research is intended to educate parties engaged in brownfield development, and concerned public citizens, to better understand the dynamics of cleanup standard selection and to determine whether risk-based approaches should be applied more often in the process of brownfield development.

1.3 Organization of the report

The results of this research are organized into chapters. The purpose for the research, methodology and scope, and organization for the report is provided in Chapter 1. Chapters 2 and 3 discuss the emergence of brownfields and risk-based approaches, respectively. Chapter 4 examines the use of risk-based methodologies from a national perspective. Chapter 5 presents usage trends and detailed program information about a trend-setting state brownfield program in the Commonwealth of Pennsylvania. Case studies from sites in southwest Pennsylvania that facilitate the evaluation of the risk-based approach are examined in Chapter 6. A summary and recommendations are found in Chapter 7.

1.4 Background

Many cities struggle with the problem of brownfields -- vacant or underused industrial sites with perceived or actual environmental contamination. Contamination, whether real or suspected, often deters redevelopment due to increased risks, greater liability, and higher projects costs. In addition, the strict liability provisions of federal laws, such as the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), commonly referred to as "Superfund", hold past, current and prospective property owners liable for cleaning up brownfields or any other type of potentially contaminated property. Overcoming uncertainty about the exact nature of a site’s contamination and subsequently, cleaning the site, often requires unknown or potentially high investigation and remediation costs. This creates disincentives for parties who are potentially interested in brownfield development.

The question of "How clean is clean?" is receiving increased attention as stakeholders undergo the costly and time-consuming process of assessing the advantages of cleaning and reusing contaminated property (Chilton, 1998; Payne, 1998). The balance of creating standards that are both cost-effective and protective of public health and the environment links the science of cleanup standards with the policy of land-use decisions.

In recent years, state and local governments have viewed the development of brownfields as a unique opportunity to solve many problems concurrently. First, cleanup activities associated with a development reduce human and wildlife exposure to hazardous chemicals. Other secondary environmental benefits include improved air quality by reducing traffic congestion, and preserved open space and farmland (Bartsch and Collaton, 1997; Simons, 1998). In addition, development of idle properties can produce economic benefits by expanding the tax base and creating potential employment opportunities. In short, brownfield development offers a cost-effective, environmentally sensitive approach to encouraging economic revitalization in communities across the nation (Bartsch and Collaton, 1997; Begley, 1997).

Traditionally, contaminated industrial sites have been cleaned according to the most stringent residential standards, such that children could ingest remediated soils (Pepper, 1997). Increasingly, however, some states are recognizing that such cleanups are prohibitively expensive and sometimes unnecessary, especially if a site's intended end use is commercial or industrial. Thus, state cleanup programs have placed an emphasis on risk assessment and risk management, rather than complete elimination. Many states allow certain contaminants to remain on-site, provided that the potential for human exposure or environmental risk is eliminated; this is known as the "risk-based" approach.

2. The Emergence of Brownfields

In 1992, the federal government "delisted" the least contaminated properties from the list of Superfund sites (Brewster et al., 1998). While these properties, known as "brownfields", would no longer bear the Superfund stigma, they were still burdened by the threat of potential environmental liability and cleanup costs. With such factors discouraging development, proliferation of the "brownfields" issue resulted (USCM, 1999). The forefront issue surrounding brownfield redevelopment involves removing the barriers that discourage development and returning these abandoned or idle properties to productive use.

2.1 The Significance of Brownfields

Brownfields are not Superfund sites; therefore the criteria needed for cleaning up Superfund sites should not apply to brownfields (Neufeld, 1999). Traditionally, cleanup goals were highly conservative, set to achieve generic health-based criteria and background conditions. In other words, any contamination on a site required treatment or removal. Another important factor was the application of the same cleanup standards at every site, regardless of the future use of the site. In the past, cleanup standards were based on "worst case scenarios" of unrestricted land use, and all sites were required to meet residential-use standards (Moyer and Trimarche, 1997).

The USEPA has defined "brownfield" as "an abandoned, idle or under-utilized industrial or commercial site where expansion or redevelopment is complicated by real or perceived environmental contamination that can make redevelopment of the property financially or logistically prohibitive." (USEPA, 1995). However, environmental contamination and cleanup are only one of several concerns surrounding the development of brownfields. Brownfield development is affected by political, socio-economic, legal/regulatory, financial, and historical issues, as well as infrastructure and urban and land use considerations. Figure 1 highlights the multi-disciplinary and multi-attribute aspects of brownfield development.

 

Figure 1: A multi-disciplinary issue

Brownfields are significant due to the numbers that exist and the expected benefits a developed brownfield can produce. The U.S. General Accounting Office estimates that there are currently 150,000 to 500,000 brownfields nationwide (US GAO, 1995). Brownfield development not only serves as a mechanism for economic development, but also as a means of protecting public health and the environment. Additional benefits of brownfields development include, but are not limited to, environmental cleanup and protection, neighborhood revitalization, job creation, tax base growth utilization of existing infrastructure, and greenspace preservation (Pepper, 1997; Wright, 1997, UCSM, 2000).

 

    1. Barriers to Redevelopment

Figure 2: Barriers to brownfield development

Note: The lighter colored boxes indicate the specific barriers that risk-based approaches have the potential to remove.

The barriers to brownfield development include any factor or issue "that makes a brownfield noncompetitive with a greenfield property" (Brownfields Forum, 1995). Figure 2 depicts the impediments to brownfield redevelopment, emphasizing the barriers related to environmental factors, such as standards for cleanup, lack of cleanup funds, uncertain costs and timelines, and environmental regulations. Other concerns related to brownfield development include liability issues, access to capital, community concerns, neighborhood conditions, and market conditions (Brownfields Forum, 1995; OTA, 1995; Davis and Margolis, 1997; USCM, 2000).

 

3. The Emergence of Risk-Based Approaches

The cleanup standards of CERCLA, requiring the removal of any and all contamination, brought on such terms as the "edible dirt era" (Moyer and Trimarche, 1997) and "Garden of Eden standards" (Eisen, 1996). As cleanup strategies change, these terms are being replaced with phrases such as "the risk-based approach", "risk-based methodology", "risk assessment", and "risk-based decision-making". Since these terms are used interchangeably, further explanation is appropriate. A clarification of these terms is found in Appendix B.

The emergence of risk-based strategies first began to address the national problem of leaking underground storage tanks (LUSTs) (Begley, 1996, 1997; Rocco and Taylor, 1999), however their continued use was based on the cost-effectiveness of these strategies. The USEPA estimates that the average cost to cleanup a Superfund site is $26 million (US GAO, 1995) and the average time from site discovery to the initiation of a cleanup that is 10.6 years (US GAO, 1998). This has caused a need to reevaluate the spending of these dollars, recognizing that limited available resources must be prioritized. Thus, the American Society for Testing and Materials (ASTM) has adapted their risk-based approach, known as Risk-Based Corrective Action (RBCA), for the assessment and response to chemical releases (ASTM, 1998).

3.1 The Basis of Risk-Based Methodologies

The ASTM standard provides a basis for the development of a risk-based process, for the cleanup of any site, once it is tailored to applicable state and local laws and regulatory practices (ASTM, 1994,1998; EFAB, 1997). Several states have selected ASTM’s RBCA standard or the Tiered-Approach for Corrective Action (TACO) as the model for their site cleanup approach. RBCA and TACO utilize a three-tiered approach, allowing owners cleanup options that match their remediation objectives. Further explanation of this process can be gained by examining the RBCA flowchart, presented in Appendix C. A detailed understanding of the tiered approach is described in Appendix D.

3.2 The Use of Risk Assessment

The goal of risk assessment is to determine the inherent level of risk posed by contaminated sites. Risk assessment is the use of factual data to define the health effects of exposure of individuals or populations to hazardous material or situations (Gargas and Long, 1997; Gerrard and Petts, 1998). The framework is comprised of the following steps:

In the risk-based approach, risk assessment is relied upon to determine whether or not a contaminant poses a risk and to calculate the concentration that is safe to leave on site. In order to analyze issues such as the potential for off-site migration and toxicity impacts to receptors, risk assessments use information such as:

 

The fate and transport of contaminants is an important component of the risk assessment process as these principles are crucial to the evaluation of future exposure scenarios. Risk assessment requires the determination of a chemical’s behavior as it moves through environmental media such as air, groundwater or soil, in order to predict where a chemical might travel (Figure 3), thus allowing a risk assessor to predict future exposure scenarios. For a "risk" to be present, the chemical, a pathway, a receptor and a route of exposure must all be present. This is a key feature of risk-based assessment, for if one element of the equation can be eliminated, or in the case of the receptor, precluded, then there is no longer a "risk" to human health or the environment.

While a complete understanding of the principles, procedures and science of risk assessment is not the subject of this research, it is recognized that significant scientific and technical uncertainty is present in the process. Criticism of the use of risk assessment comes from two camps. First, there are those individuals in industry who feel risk assessment is overly conservative, creating unnecessary financial burdens. In the other case, individuals among environmental and community groups feel it requires too many assumptions, with too much uncertainty, to effectively deal with the complex issues of human health and the environment (Gerrard and Petts, 1998).

Figure 3: Common routes of chemical migration

 

3.3 Risk-Based Methodologies: Limited to Particular Class of Compounds?

Steve McNeely, Office of Underground Storage Tanks, USEPA, claims that RBCA is a stream-lined approach that, once understood, can be applied to any type of remediation, whether at leaking underground storage tanks, RCRA sites, or brownfields (McNeely, 2000). As discussed previously, risk-based approaches have been effective for the cleanup and removal of contamination from underground storage tank sites. Much of this success is based on extensive knowledge of the degradation rates for petroleum products and studies on natural attenuation. However, contamination on brownfield sites can vary greatly in terms of complexity, physical and chemical characteristics, and thus, the risk posed to human health and the environment. Proponents of the risk-based approach believe that the RBCA process recognizes the need to use a varied approach on each site and tailors corrective action activities to site-specific conditions and risks (Rocco and Hay-Wilson, 1997; Day and Vargas, 1998; Iyang et al. 1998). However, critics argue that to extrapolate indiscriminately from the UST experience to other regulatory situations could be unwise, since compared to petroleum hydrocarbons, less toxicological information exists for chlorinated solvents and other persistent and biaccumulative contaminants (Eisen, 1996; NRC, 1999).

3.4 Current Understanding of Risk-Based Approaches

Due to the recent emergence of risk-based approaches, a number of panels have been commissioned to conduct reviews of the regulatory framework and cleanup process. After performing an extensive literature review, the following studies were identified to help understand varying viewpoints with respect to risk-based approaches. While some studies did not focus exclusively on brownfield sites, findings and results of related studies provide unique insight to the redevelopment of brownfields and are worthy of review. Key findings and their relevance to the use of risk-based approaches are summarized in Table 1.

Table 1. Summary table of related studies and findings

Title, Authors and Year

Key Findings

"Recommendations to Improve the Cleanup Process for California's Leaking Underground Fuel Tanks" Lawrence Livermore Laboratory/University of California, Rice et al. 1995

  • Concludes that the costs of cleaning up fuel hydrocarbons are often out of proportion with the benefits.
  • Suggests that it may be acceptable to leave some contamination in place and manage with risk-based approaches instead of applying traditional (and expensive) non-risk-based remediation methods (such as pump-and-treat or soil excavation and treatment).
  • Recommends that UST sites be evaluated using the framework provided by ASTM.

"Expediting Cleanup and Redevelopment of Brownfields: Addressing the Major Barriers to Private Sector Involvement – Real or Perceived"

Environmental Financial Advisory’s Board (EFAB), Report to USEPA, 1997

  • Recommends that USEPA "encourage the development of risk-based cleanup standards to the maximum extent possible under current legal authority".
  • Suggests that the flexibility of decisions is advantageous, especially in the context of time-sensitive brownfields transactions.
  • States that the use of appropriately implemented risk-based standards is "sound national policy".
  • Recommends that "through the use of risk-based cleanups", brownfields cleanups will "create an overall benefit by avoiding the destruction of greenfields and decreasing further urban decay".

"Cost estimating tools and resources for addressing sites under the brownfields initiative"

National Risk Management Research Laboratory of USEPA, Office of Research and Development, 1999

  • Suggests that cost estimates for a cleanup is an important component of the overall decision making process.
  • Identifies the accuracy of site assessment data will aid in obtaining a realistic cost-estimate.
  • Stresses the need for detailed site characterization to achieve a cost-effective and protective cleanup.

"Environmental cleanup at Navy Facilities: Risk-Based Methods"

The National Resource Council (NRC), 1999

  • States that the most significant weakness to risk-based methods is the reliance on engineering and institutional controls and the significant amount of uncertainty involved.
  • Concludes ASTM’s RBCA does not comprise all the components of a risk-based approach necessary for adoption into Navy’s cleanup program

"Calculating Risks? Spatial and Political Dimensions of Hazardous Waste Policy"

Hamilton and Viscussi, 1999

  • Claims that the USEPA’s Superfund program spends billions of cleanup dollars inefficiently.
  • Determines that only 5% of the money spent on cleaning up hazardous-waste sites eliminates 99 percent of the cancer risks at those sites; the remaining 95% of the funds goes to addressing the remaining 1% of the cancer risks.
  • Establishes that risk-based decision-making and risk-based approaches to cleanup require more attention.

 

 

 

4. Risk-Based Cleanups: A National Perspective

Several studies have been performed that address the status of brownfield developments from the national perspective. The United States Conference of Mayors (USCM) fields an annual survey to over 200 cities to determine the pervasiveness of the brownfields problem throughout the U.S. In addition, The Council of Urban Economic Development (CUED) has collected national data from 107 brownfields projects, from both private and public sector, to provide insight on how brownfields deals are structured and financed. The Brownfields Center (TBC), at Carnegie Mellon University, designed a survey to determine the factors that define a successful or unsuccessful brownfield development. While the final objective of each study was unique to the existing literature on brownfields, each group collected similar information on the characteristics of brownfield development projects, such as previous use, potential benefits, and common barriers; thus it is useful for the comparison and analysis of national data. The TBC survey is the focus of the analysis presented below.

4.1 Analysis of Trends

The following analysis is based on information and opinions from those responsible for seventy-two national brownfield pilots. Results of TBC’s national survey were used to establish estimates for the potential benefits of risk-based methods on a national scale; analysis was performed to gather information on the current usage rates of the risk-based approach and its relation to previous use of sites. In addition, usage trends were examined to determine how risk-based approaches related to level of contamination, time of remediation, and remediation costs. Respondents to the survey were asked to:

 

 

Further information on the survey’s administration, including geographic distribution, survey recipients and collection method is presented in Appendix E. A copy of the complete survey is provided at Appendix F. Survey respondents did not reply to all questions, therefore the number of responses differs for each individual question.

4.1.1 Current usage rates

Results of the Brownfields Center’s survey show that the national use of risk-based standards is now considerable. Figure 4 shows that out of 62 responses, 51 (82%) stated that site remediation for their pilot project was based on risk-based standards, while 11 (18%) used non risk-based standards. In comparison, CUED’s study, which evaluated 107 national brownfield projects, determined that 65% used risk-based standards (CUED, 1999).

 

Figure 4: National trends of risk-based standards

A review of the nation acceptance to the risk-based approach shows widespread variation in the states' approaches to developing cleanup standards. This is primarily due to differing assumptions about the risk associated with contamination (e.g., toxicity, exposure pathways, and other factors), the importance of considering the proposed use of the site, and other considerations such as the effectiveness of engineering controls (Gerrard and Petts, 1998; Breggin and Pendergrass, 1999; Odencrantz, 2000). Figure 5 shows that while some states have not changed their program, maintaining strict "State Superfund" programs for final remediation standards, others have developed more flexible approaches for their brownfield programs based on numeric or risk-based standards. The degree of stringency may vary from state to state depending on the degree of legislative emphasis placed on economic redevelopment of brownfield properties. An absence programs in the West and Plains states is most likely attributed to the low number of vacant industrial sites. A complete listing of states and the status with respect to the use of risk-based approaches across the United States is provided Appendix G.

Figure 5. States acceptance of risk-based approaches

 

      1. Relation to future use of sites
      2. Future land use is one of the most important criteria considered when establishing the remediation standard and remedy for cleanup (Miller, 1994). The risk-based approach permits establishment of target cleanup levels appropriate to the actual current or anticipated future use of a site (Washburn and Endelmann, 1998). For instance, if a site will be used for an industrial or commercial purpose, or the groundwater will not be used for drinking water, different cleanup levels may be used. In such cases, contamination may be left in place, since the planned use of the site will reduce the risks associated with human exposure to the contaminants.

         

         

         

         

         

         

         

         

         

         

         

         

        Figure 6: Influence of future use of site and cleanup standard selection

        Figure 6 shows that seventy-five percent (75%) of The Brownfields Center’s survey respondents indicated the use of risk-based cleanup levels which were influenced by the future use of the site. Of the respondents that used non risk-based cleanups, there was an even distribution between those that were influenced by future use and those that were not, 10% and 8%, respectively. The CUED study reported that 43% of catalogued sites will retain an industrial use (CUED, 1999). Other categories of future use include commercial (21%), cultural/recreational (13%), mixed use (12%), residential (6%) and other (5%).

      3. Relation to previous use of sites

Brownfields are ‘born" when an industrial facility closes or ceases to operate (Lange et al., 2000). While the amount of environmental contamination is uncertain, understanding the previous use of the site aids in the determination of the type of contamination. Predictive models have been developed which allow decision makers to estimate the probability that particular classes of compounds will be a concern based on the historic industrial use (Stiber et al., 1998). The previous use of most sites can be categorized as heavy industry, light industry, commercial, or manufacturing, as shown in Figure 7. In all of these categories, risk-based standards are the preferred approach for the remediation of contamination. However, non risk-based standards were the preferred standard for residential properties, though in this case the sample size of 2 is very small.

Figure 7: Selected cleanup standard based on previous use

Note: * indicates none reporting

 

Table 2. "Other" previous uses for National brownfield pilots

Previous Use

Frequency

Risk-Based

Not Classified

Landfill

4

2

Oil/gas production

2

-

Scrap metal / junkyard

2

-

Railcar repair / railyards

2

-

Steel plant

1

-

Aggregate storage

1

-

Wood products

-

1

Lumber mill

1

-

TOTAL

13

3

At least 13 respondents, who used a risk-based standard, provided a response to the "previous use" of the site that differed from the options provided on the survey. Table 2 lists "other" previous uses of brownfield developments, which were not listed as options on the original survey. This table illustrates that there is a willingness to develop property, regardless of the previous occupant. Furthermore, the risk-based cleanup approach appears to be the preferred method for the majority of these developments, whether the brownfield was a lumber mill or a landfill.

4.1.4 Relation to level of contamination, time of remediation and remediation costs

Studies have shown that the level of environmental contamination is one of the greatest concerns to stakeholders involved in brownfields issues (Zhang, 1998). Although many contaminated sites pose some level of risk to human health and the environment, not all sites require remediation. The need for remediation is based on a number of factors including the chemicals present, their concentrations in the various environmental media (soil, groundwater, surface water, and air) and the extent of potential exposure (human health or ecological) to the media.

At sites where there have been releases of hazardous substances, the traditional process of corrective action has taken years to complete (Rocco and Hay Wilson, 1997). As stated previously, the minimization of uncertain costs and timelines can eliminate some of the barriers to brownfield development. Responses from the survey were used to compare and relate time of remediation to the level of contamination for the risk-based versus non risk-based standards. To normalize the data, a log-linear regression model was used. The time of remediation, t, is given by:

log10 (t) = a + b * level of contamination

Figure 8 illustrates the time for remediation versus the level of contamination for risk-based and non risk-based standards. Figure 8 shows a general upward trend of the log-linear regression model, as the time of remediation increases with the level of contamination for both the risk-based and non risk-based sites. In Figure 8, the intercept and slope values for the risk-based approach are statistically significant from zero (p values = 6.39 x 10-5, 0.014, respectively) at the 0.05 level. However, due to a small data set, (n=7), for the non risk-based approach, the line is not significantly different (p values = 0.054, 0.265, respectively) from a line with zero slope or from the line for the risk-based approach. The standard error for these parameters is consistent with this level of significance, as displayed in Table 3. Thus, while the sample size is not sufficient to determine that risk-based standards allow for faster cleanups, additional data (i.e. more sites) for the non-risk standard could show that non-risk based cleanups do take longer than sites using the risk-based approach. It might also be determined that sites with higher levels of contamination are more likely to use risk-based standards.

Figure 8: Selection of cleanup standard related to level of contamination and time of remediation

Displays a log-linear regression model of level of contamination versus time of remediation.

(RB)=risk-based, (NRB)= non risk-based.

 

 

 

Table 3. Parameter values for log-linear regression model relating the level of contamination, time of remediation (t) for selected cleanup approach

 

Sample size

Parameter

Definition

Coefficient

SE

t-statistic

P-value

Risk-Based

n = 35

a

intercept

0.80

0.17

4.58

6.39 x 10-5

b

slope

0.20

0.08

2.60

0.014

Non Risk-Based

n=7

a

intercept

1.01

0.41

2.50

0.054

b

slope

0.20

0.16

1.25

0.265

The time of remediation, t, is given by: log10 (t) = a + b * level of contamination

Figure 9 examines the selection of cleanup standards relating remediation costs to the level of contamination. Data from the national survey was averaged from a range of development costs to determine the percentage of development costs related to environmental contamination, as dictated by Table 4. To normalize the data, a logistic regression model was performed, where "f " is the fraction of development costs related to remediation, using the equation:

ln _ f_ = a +b * level of contamination

1 - f

Using the coefficients from this regression (see Table 4), Figure 9 displays the results of the following:

f = e( a + b x)

1+ e( a + b x)

Figure 9 displays an upward trend of the curve, indicating that with increasing levels of contamination, higher costs of remediation as a fraction of the total development costs are expected. P-values, shown in Table 5, indicate the intercept and slope for the risk-based curve are statistically different (p value = 1.27 x 10-4, 0.031, respectively) from zero at the 0.01 and 0.05 levels. For the non risk-based curve, the intercept is significant (p value = 0.02) at the 0.05 level, while the slope is significant (p value = 0.08) at the 0.1 level. This is due to the small sample size of this group (n=7).

Table 4. Percentage of total development costs related to environmental remediation

Range of development cost

spent on remediation

Average of range

# of Risk-Based

responding

# of Non Risk-Based responding

0-5%

2.5%

4

2

6-10%

8%

8

2

11-25%

18%

5

1

26-50%

38%

7

0

>51%

75%

6

2

   

Total = 30

Total =7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Figure 9: Selection of cleanup standard related to level of contamination and remediation costs

Remediation costs are represented by the percentage of development costs related to environmental remediation. Lines represent a logistic regression model for the risk-based and non risk-based approach

 

 

Table 5. Parameter values for logistic regression model relating the remediation costs to level of contamination and remediation costs for selected cleanup approach

 

Sample size

Parameter

Definition

Coefficient

SE

t-statistic

P-value

Risk-Based

n = 30

a

intercept

-2.29

0.51

-4.44

1.27 x 10-4

b

slope

0.58

0.25

2.28

0.031

Non Risk-Based

n=7

a

intercept

-3.81

1.15

-3.31

0.02

b

slope

1.17

0.53

2.20

0.08

For ln f = a +b *level of contamination, where f is the fraction of development costs related to remediation

1-f

 

4.2 Analysis of Survey Design

While the trends and relationships of the use of risk-based approaches are based on respondents from national brownfields projects, the questions of the survey were not specially designed for the benefit of this research. Thus, several factors with respect to improved survey design must be identified. This analysis utilized survey questions #8, 25-28, and 55 (see Appendix F). Respondents were asked to select the level of contamination based on a numerical value, (1-5), which was directly associated with a qualitative description (very low, low, moderate, high, or very high). Since the survey did not include a quantitative description of these categories, it is difficult to access whether the survey respondents referred to each level of contamination in the same context. Furthermore, a description of the time of remediation was not specific. Some respondents might have interpreted the time of remediation to include both the investigation and cleanup phase, while others might have determined the remediation to only include the actual cleanup and removal of contaminants. Furthermore, it is probable that some sites were not subject to any form of remediation, thus leading to different interpretation of the use of risk-based approaches. Some respondents might have interpreted that not needing to perform a remediation signified a risk-based approach was used. However, others might have viewed the same site as a "non risk-based" approach since cleanup was actually necessary.

Suggested remedies for future follow-up studies to address these concerns are recommended below. In order to determine the exact number of sites that utilize the risk-based approach, the definition for both risk-based and non risk-based approaches should have been provided. Secondly, questions that asked the respondents to "rate the level of contamination" should have been decomposable, including a specific quantitative description. In other words, the categories for each level of contamination (such as "very low") should have included an example of site that would have been considered "very low contamination" or an actual amount or type of contamination that would have classified it as a site with "very low" contamination. Lastly, the data for the time and cost analysis could have been better quantified. For instance, rather that using a range of the percentage of the total development costs related to environmental remediation (question #28), a more effective approach would have been to use of the actual percentage or to narrow the range. For instance, Figure 9 illustrates that 0.75 as the estimated fraction for several levels of contamination. In actuality, the percentage of development costs related to environmental remediation might have been as low as 51% or as high as 100%. The time of remediation is also questionable. While respondents provided an actual number, in years and months, the survey should have been more specific by describing what the time frame included, such as detection, investigation, and all phases of remediation.

5. A State’s Perspective

5.1 Development of Voluntary Cleanup Programs

State Voluntary Cleanup/Action Programs (VCPs or VAPs) are the primary mechanism used by the states to encourage redevelopment of brownfields. In addition to risk-based cleanup standards, VCP’s also share many features including release from liability, financial assistance, stream-lined cleanup procedures (Eisen, 1996). Figure 10 illustrates that the earliest form of a state VCP was established in the late 1980’s. Since that time, 47 states have adopted some form of VCP or VAP (Bartsch and Anderson, 2000). At least 22 of these programs were established by statute, while other states established programs pursuant to the State’s voluntary cleanup statute (Breggin and Pendergrass, 1999). The majority of VCPs serve as both the state regulatory and the brownfields program. In fact, approximately 75% of the sites chose to go through the program because of an impending property transaction or because the site is a brownfield (Matviya, 2000). The remaining sites (approximately 25%) are active businesses requiring a cleanup, and rather than face regulatory enforcement actions, chose to use the voluntary cleanup program.

Figure 10: Cumulative total of state Voluntary Control Programs (VCPs)

Source: Bartsch and Anderson, 1999

Note: States without VCPs include North Dakota, South Dakota and Wyoming

5.2 Application of Risk-Based Methodology in Pennsylvania

Pennsylvania’s VCP, also known as Act 2, shares many similarities to the RBCA tiered process (Rocco, 1999). Table 6 compares the basic characteristics of the two methodologies. Essentially, the statewide health standards (SWHS) and background standards are similar to the RBCA Tier 1 risk-based screening levels (RBSLs). Like the risk-based screening level of RBCA, Act 2’s Medium Specific Concentrations (MSCs) are "look-up tables", intended for use as an "initial screen". If the level of contamination, at the site, is below the MSCs or RBSLs, no additional action is required. The standards are intended to screen out those sites that do not pose immediate health and focus on those areas of contamination that require further evaluation.

In concept, the site-specific standards of Act 2 are comparable to RBCA’s site-specific target levels (SSTL) under Tier 2 and Tier 3. Since there is no hierarchy among the standards, Act 2 is not strictly "tiered" like RBCA. Yet, Act 2 allows for flexibility in determining the cleanup standard at a given site.

The responsible party will usually look at eliminating or reducing exposure using simple conservative modeling (similar to Tier 2) before moving to a more complex deterministic or probabilistic determination (Tier 3). Whether formally or informally, a responsible party will compare the actual site concentrations to the statewide generic standard before moving to more complex risk-based determinations. The risk-based approach, implemented in a tiered-fashion, involves increasingly sophisticated levels of data collection and analysis. Act 2’s MSCs contain screening level concentrations to determine whether the site conditions satisfy the standard, and if so, no further action is needed. However, if the constituent’s concentration exceeds the target level at the point of compliance, then either remedial action or a site-specific standard should be utilized.

 

 

Table 6. Comparison of ASTM and Pennsylvania’s Risk-Based Approaches

Characteristic/Issue

ASTM’s

Risk-Based Corrective Action

Pennsylvania’s Department of Environmental Protection’s (PADEP’s) Act 2

Tiered Approach

Tiered approach (w/ three tiers)

(also referred to as "phased")

More horizontal approach

Offers 3 standards – all of equal caliber

Applicable to all contaminants of concern

Yes

Yes

Initial site assessment

Required – contains flowchart for reference

Required – contains flowchart for reference

Acceptable cancer risk level

Range: 10-4 - 10-6

Allows for range: 10-4 - 10-6

but Medium-Specific Concentrations (Statewide health standards) are based on 10-5

Allows for generic cleanup

Yes

Tier 1 (also called Risk-Based Screening Level (RBSL))

Yes

Statewide Health standard, also called Maximum Specific Concentrations (MSCs)

Allow for site-specific cleanup

Yes

Tier 2 - Site-Specific Target Levels (SSTLs)

Yes

Site-specific standard –must be individually calculated by consultant

Public / Community Involvement

May be program-wide or site-specific, stresses need for increased risk communication -

Notice of Intent to remediate required for all sites; public involvement plans only required for site-specific and special industrial areas

Inclusion of ecological risk

Limited

Limited

Removal actions allowed

Yes

Yes

Allowance for engineering and institutional controls

Yes

Only for site-specific standard

Use of pathway elimination

Not Allowed

Allowed under site-specific standard

All standards are risk-based

Yes

No-background standard is based on chemical concentrations found at the site

Increasing level of analysis

Increasing level of analysis is used to support calculation of Tier 2, Tier 3 criteria

No matter how much additional analysis is performed, it still remains a Site-specific standard (Tier 2 comparable)

Provides options to revisit over time

Yes

Yes

 

5.3 The Need and Basis for Act 2

The ultimate objective of the legislation is to remove barriers to cleanup (De Rose, 1997, 1999). Pennsylvania's VCP creates incentives to encourage responsible persons to voluntarily develop and implement cleanup plans without the use of taxpayer funds or the need for adversarial enforcement actions. Prior to the establishment of Act 2, the Commonwealth of Pennsylvania required owners, regardless of their role in the contamination, to cleanup the site to pristine conditions.

In 1995, The Commonwealth of Pennsylvania signed the Land Recycling Program into law. This program was created to streamline the process for remediating industrial sites and turning brownfields into income producing business, while preserving greenspace. The Land Recycling Program is comprised of three acts, however, this research deals exclusively with the Land Recycling and Environmental Remediation Standards Act (henceforth referred to as Act 2) and the respective cleanup standards. Pennsylvania’s Department of Environmental Protection (PADEP) states that the four cornerstones of Act 2 are 1) uniform cleanup standards based on the different uses, 2) standardized review procedures, 3) releases from liability, and 4) financial assistance. (Pennsylvania Bulletin, 1997).

5.4 Act 2’s Standards: Description and Application

Under Act 2, property owners must select and attain compliance with one or more specified cleanup standards (PADEP, 1997). Categorical standards include the special industrial area standard, background standard, statewide health-based standard, site-specific standard, or a combination thereof (see Table 7 for a brief description of each of these standards). Owners who satisfy requirements of the VCP are shielded from state environmental enforcement actions for the unanticipated future cleanup of contaminants. Furthermore, owners receive protection from lawsuits brought by citizen groups and contribution actions brought by third parties responsible for site contamination. However, VCPs do not deem a party exempt for all contamination at a site. In Act 2, liability protection is limited to the contamination identified and the discovery of contaminants not covered by a VCP can lead to federal or state environmental enforcement actions. Therefore, a thorough site characterization is critical to identify specific contaminant concentrations and the extent of the contamination; PADEP has emphasized the importance of the site characterization process, as demonstrated by Act 2’s site characterization flow chart, found in Appendix H.

Table 7. Description of Act 2 standards*

Standard

Application

Statewide Health Standard (SWHS)

also referred to as

Medium-Specific Concentrations (MSCs)

  • Designed to remove the threat of any substantial present or probable future risk to human health and the environment.
  • Intended for residential and nonresidential exposure scenarios
  • Developed with the assistance of a state-appointed 13-member Cleanup Standards Scientific Advisory Board

Site-Specific Standard

  • Incorporates traditional risk assessment methodologies to determine cleanup levels appropriate for the intended use of an individual site.
  • Varying standards are determined based on the environmental receptors and exposure pathways on a site-specific basis.

Background standard

  • Refers to the concentration of a contaminant that is present at a site, but not related to the release of contaminants at the property.
  • Requires the developer to return the property to the naturally occurring conditions or historical concentrations, which includes those levels of contaminants established by prior human activity at the site.
  • Not considered "risk-based", as it is based on chemical concentrations found at a site, rather than a calculated value determined to meet a specific risk level.
  • Often applicable to a site where contamination moves onto the site from a neighboring property

Note: The background standard could be considered the least stringent cleanup standard, especially if the surrounding area to the site is contaminated. For instance, a site could select to use the background standard since contamination at their site is not related to the release of contaminants at the property, but a neighboring property. However, the neighboring site could, in fact, be contaminated and have higher concentrations than allowable.

Special Industrial Area

  • Specific eligibility requirements must be met1.

* All standards can be selected for cleanup of brownfields

1 The site must either have no viable owner or be located in a designated area, such as an Federal Empowerment Zone or Enterprise Community (EZ/EC), designated by the state Department of Community Affairs.

 

 

 

5.5 Application of Cleanup Standards

5.5.1 Type and frequency of contaminants

Before discussing the most frequently chosen cleanup standard, it is helpful to gain an understanding about the type and frequency of contamination at Act 2 sites. Table 8 shows that contaminants at Act 2 sites range from solvents and metals to asbestos. Based on the frequent use of petroleum, oil and lubricants, BTEX, TPHs, and VOCs are common contaminants found at approximately 60%, 33%, and 30% of the sites, respectively. Heavy metals, such as lead, cadmium, chromium, copper, mercury, and nickel, occur at over half the sites (53%). The least occurring contaminants are pesticides and asbestos (6% for each). In most cases, multiple contaminants are present.

Table 8. Type of chemicals and frequency of significant detection at Act 2 sites

Contaminants

Frequency

BTEX

60%

Heavy Metals

53%

PAHs

40%

TPHs

33%

VOCs (not including fuel hydrocarbons)

30%

PCBs

20%

Pesticides

6%

Asbestos

6%

Note: This table includes all contaminated media (ground water, soil, buildings, etc.)

Frequency is based on a representative number of sites (n=15) from PADEP file reports.

All sites are located in Southwest Pennsylvania.

Table 9. Type of contaminated media and frequency of contamination at Act 2 sites

Contaminated Media

Frequency

Soil

100% (15/15)

Groundwater

60% (9/15)

Sediments

27% (4/15)

Buildings

13% (2/15)

Surface water

6% (1/15)

Note: This table includes all contaminated media (ground water, soil, buildings, etc.)

Frequency is based on a representative number of sites (n=15) from PADEP file reports.

All sites are located in Southwest Pennsylvania.

Table 9 shows that groundwater is a concern at 60% of sites, however, soil contamination existed at all sites. Many brownfields sites contain existing infrastructure from a previous use, thus, contaminated buildings may also pose a concern (13% of sites). Lead-based paint and asbestos are the most common concern with existing buildings. While the PADEP maintains standards for groundwater and soil, the Occupational Safety and Health Association (OSHA) determines the standards for air exposure for the protection of workers during the remediation phase. A more detailed version of Tables 8 and 9 is found in Appendix I.

5.5.2 Determination and selection of standards

In the context of carcinogenic substances, cleanup standards are determined by the proposed future use of the facility, i.e., whether it is for industrial, commercial, or residential purposes. PADEP requires that carcinogenic hazardous substances must be cleaned up to a risk range of 1 x 10-4 to 1 x 10-6. In other words, soil and groundwater standards for cancer causing hazardous substances must be established at exposures where no more than one person in 10,000 to one person in 1,000,000 is at risk of cancer after a lifetime of exposure to the hazardous contaminants at the site. The cumulative, or combined risk, for all the chemicals located at a particular site, may not be greater than 1 in 10,000. For non-cancer causing chemicals, PADEP dictates that the target hazard quotient should be 1.0. This is defined as the ratio of a single substance exposure level over a specified period, to a reference dose for that substance derived from a similar exposure period.

Act 2 allows for the use of presumptive remedies, such as engineering and institutional controls, in order to achieve selected standards. Engineering controls are measures designed to contain the contamination at the site, such as placement of a parking lot over contaminated soil. Institutional controls are managerial controls, such as fences and warning signs, and land use restrictions. Control measures have been deemed the "ultimate relaxation of cleanup standards" (Eisen, 1996). In Pennsylvania, engineering and institutional controls may be used to meet any of the standards. However, the State will "disapprove a site-specific remediation plan that consists solely of fences, warning signs or future land use restrictions unless the site-specific standard is developed on the basis of exposure factors which are no less stringent than those which would apply to the site at the time the contamination is discovered" (Pennsylvania Bulletin, 1997). For the background standard, PADEP does not allow the use of managerial controls to meet the standard; however, engineering and institutional controls may be used to maintain the background standard after a remediation has occurred.

A detailed review of the Land Recycling Program’s annual reports reveals that the statewide health standard is the most favored cleanup standard (Figure 11). The statewide health standard (SWHS), the most stringent of all the standards, is selected over 74% of the time. The least conservative standards of special industrial areas are selected 5% of the time, while site-specific standards and background standards are chosen 13% and 8%, of the time respectively. John Matviya, Environmental Cleanup Program Manager for Southwest Pennsylvania, attributes the popularity of the statewide health standard to site/property marketability (Matviya, 1999). He states that companies are "willing to clean up whatever it takes" to meet statewide health standards in order to avoid deed restrictions and guarantee the future transfer of the property.

 

 

 

 

 

 

 

 

 

 

 

 

Figure 11: Selection of cleanup standards for all regions of PA for 1995-1999 (n=539)

 

 

 

 

Figure 12: Selected standards for completed Act 2 sites

Source: Pennsylvania Department of Environmental Protection Annual Reports

Figure 12 shows consistent trends since the inception of the program in 1995. Statewide health standards have been the standard of choice over the past four years. Figure 12 also illustrates that 539 sites have been given an Act 2 approval and the quantity of completed cleanups has increased each year. While this can be attributed to many factors, such as more developers being interested in brownfield sites or the documented success of the program, more sites are coming forward to cleanup their property.

 

6. A Regional Focus: Southwestern Pennsylvania

For comparison to the state trends, regional data from southwestern Pennsylvania was also evaluated. Similar to the state trends of cleanup standard selection, the statewide health standard is commonly applied at the regional level, as shown in Figure 13. In contrast to the state trends, for which the special industrial area standard was the least selected, the background standard is the least selected at the regional level. The more common the use of the special industrial area standard is most likely a result of the large number of former heavy industrial sites and enterprise communities in the Pittsburgh area.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Figure 13: Regional selection of cleanup standards in Southwest Pennsylvania

 

6.1 Description of Case Studies

Using data abstracted from available environmental reports on file at the Southwest Regional Office of the PADEP, a representative sample of fifteen Act 2 sites, from all categories of cleanup standards, was assembled. Investigation of these sites included 1) historical, current, and anticipated future use; 2) selected Act 2 standard; and 3) method or justification to deal with contamination, (i.e. whether pathway elimination or engineering controls were utilized). A summary table of the 15 sites is located in Appendix J.

Analysis of the case studies is divided into two sections: 1) a brief description of the chosen sites, and 2) relevant findings from a comprehensive file review.

Site 1

At Site 1, an instrument manufacturing facility, some fine gray material was found while digging a sewer line trench. The area was believed to be the old paint storage room, and the material was presumed to be lead. Sample results indicated that all contaminants for both groundwater and soil were below the statewide health standard. Data indicted that the matter had not impacted the underlying soils. At this point, those responsible for the cleanup at Site 1 could have just left the material there, performing no type of remediation, as the situation was expected to be non-threatening and no risk was involved. Instead, site owners opted to cleanup the gray material, and excavated and removed 200 tons of soil.

Site 2

A research lab, owned by a university, chose to use a combination of two standards – statewide health standard (for residential) and background. Owners of this site was going to sell the property and selected these standards on the basis that the proposed future use was residential/commercial. Although the site did not originally meet the SWHS for residential levels, they opted to cleanup to the most stringent direct contact criteria, requiring a cleanup of three additional areas. A cost estimate was performed indicating additional cleanup costs would be approximately $4500. Table 10 compares the initial concentration to the residential and non-residential MSCs, demonstrates that the site was in compliance for non-residential levels.

Table 10. Comparison of residential and non-residential Statewide health standard for Site 2

Contaminant

Initial concentration

(data from soil sampling)

0-15 feet

(mg/kg)1

Residential level

SWHS for soil

(0-15 feet)

(mg/kg)

Non-Residential

SWHS for soil

(0-2 feet)

(mg/kg)

Benzo(a)pyrene

4.42

3

11

Benzo(a)fluoranthene

29

250

1,100

Mercury

27.4

19

240

Napthalene

11.7 to 83,200

8,800

110,000

1 mg/kg = milligram per kilogram

Site 3

Site 3, a manufacturer of polystyrene and specialty foams, had soil, groundwater and sediment contamination. To reduce the migration of benzene into the groundwater, Site 3 proposed to install a 4-acre synthetic cap over the former disposal pits to minimize infiltration of precipitation. However, the State determined that 380,000 lbs of the estimated 950,000 lbs of benzene at the site is located in the saturated zone, thus the cap would have little to no effect on contamination of the groundwater.

Site 4

Site 4, an automobile dealership, which had previously been a service station, proposed to use the statewide health standard. No remediation was proposed as the area is currently capped with an asphalt and concrete parking lot. With only minor xylene contamination at depths beneath the parking lot, PADEP suggested the use of the site-specific standard, to use pathway elimination as an option. The parking lot will act as a cap to reduce the migration of volatile organic vapors, minimize physical contact, and reduce surface water infiltration and off-site migration. Site 4 demonstrated that the three potential pathways, ingestion, inhalation, and dermal, were eliminated. Groundwater is not a concern as it is not used at the site; the water supply comes from the municipal water authority, which utilizes the Allegheny River as its source.

Site 5

Site 5 was the site of coal storage and a welding operation and now serves as an industrial park. Four potential remedial action alternatives were qualitatively investigated in the cleanup plan, discussed in the final report. Each alternative was qualitatively evaluated using the following criteria: long-term risks and effectiveness; short term risk and effectiveness; reduction of toxicity; mobility or volume; implementability; and cost. The alternatives included:

Alternative 1– No Action

Alternative 2- Engineering and Institutional controls

Alternative 3- Excavation and disposal

Alternative 4– Groundwater treatment

 

The report noted that Alternative 2, the preferred option, offered no reduction in toxicity or volume since no removal or treatment of constituents would occur, however, the site characterization indicates no risk is posed due to the restriction of groundwater usage. This option rated high in long-term effectiveness, as no post remediation care is required beyond the maintenance of the paved area. A combination of engineering controls (building construction and surface cap) and institutional controls (deed notices/restrictions) will be implemented to eliminate exposure pathways for the site and provide adequate protection of human health and the environment.

Site 6

Site 6 was historically an iron-making works. Currently, it serves as a bulk petroleum storage and distribution facility. This site chose to use a combination of standards, based on the level of contaminants found at the site. For all constituents that met the MSC (for soil and groundwater), the SWHS’s were used. However, if the concentration of the contaminant exceeded the SWHS, site-specific standards were developed. Naphthalene and trichloroethene (TCE) exceeded the SWHS. Table 11 shows a comparison of the pre-remediation levels, SWHS, and generated site-specific standard.

Table 11. Comparison of Statewide Health Standards to Site-Specific Standards for Site 6

Contaminant

Media

Onsite concentrations

(prior to remediation)

Generated

Site-Specific Health Standard

PADEP Statewide

Health Standard

(Non-residential)

TCE

Soil

2.234 mg/kg (1)

(0-2 ft)

2.34 mg/kg

0.5 mg/kg

Soil to Groundwater

(100 X GW)

Naphthalene

Soil

20.1 mg/kg

( 0-2 ft)

119 mg/kg

5 mg/kg

Soil to Groundwater (Generic)

Naphthalene

GW

53 ug/L (2)

56 ug/L

20 ug/L

(Lifetime Health Advisory Level)

(1) mg/kg = milligram per kilogram

(2) ug/L = micrograms per liter

Site 7

Site 7 had spills related to the industrial processes for a steel tube manufacturing process. Comparing site data to the MSCs of Act 2, Site 7 demonstrated SWHS attainment for all constituents except TCE. Using model predictions, environmental consultants estimated the concentration of TCE that would pose a threat to groundwater contamination. The calculated site-specific standard for TCE in soil was 165 mg/kg, however, the SWHS (MSC) is 5 mg/kg; a difference of 33 times the concentration. Site 7 demonstrated attainment based on the results of the Environmental Assessment and Risk and Pathway Evaluation. Site 7 claimed no further action is needed on the site, based on the engineering control of the building with concrete floor, serving to limit the infiltration of surface water.

6.2 Lessons Learned

Upon review of the selected 15 sites, several key findings emerged. By comparing actual concentrations to the statewide risk-based standards, many sites eliminated the need for a cleanup. However, regardless of obligation, site owners still opted to perform a cleanup to remove the contamination. Reasons for these actions include the ability to 1) avoid the issue of remediation in the future or 2) avoid risk any future form of contamination, and 3) make the property more marketable and easier to transfer.

Another important finding is the frequent use of engineering controls. Although PADEP approves of the use of engineering controls, Site 3 is a good example of when engineering controls are not recommended. Since contamination of benzene was found to exist in the saturated zone and groundwater, PADEP disapproved of the owner’s option to encapsulate the contamination. Instead, PADEP suggested that the money (approximately $1 million) budgeted for the cap would be better spent on a groundwater monitoring program to track the level of contamination currently in the groundwater (Baldassare, 2000). However, in contrast, sometimes the State recommended the use of a site-specific standard, eliminating the need for any remediation, after the site had selected to cleanup to the more stringent standard statewide health standard. In all cases an engineering control was only recommended based on the site characterization and the minimal risk level posed by the low levels of the contaminant, and the State’s ability to make the site owners more willing to participate in the VCP.

Only 1 out of 15 sites (Site 5) included a detailed matrix of risk-based decision making, which incorporated multiple criteria to evaluate several options. It is believed, however, that all sites performing a risk-based approach perform a similar type of analysis and might not have included a detailed version in the final report.

Three out of the 15 sites elected to undergo an Act 2 cleanup using a combination of multiple standards. In other words, a statewide health standard can be chosen for three of the five contaminants, and a site-specific standard for the other two. Furthermore, a site can elect to use the site-specific standard for a particular contaminant in the groundwater, but the statewide health standard for that same contaminant can be used to meet soil cleanup levels.

There is a concern that the use of risk assessment allows contamination to be "risked away", meaning that a cleanup level can be generated to show that the existing contamination at a site does not pose a risk. While a risk-based approach allows a flexibility in dealing with contaminated sites, this flexibility can also allow the findings to be manipulated to show lower risk than is actually present on the property (Odencrantz, 1999). Site 6 illustrates that need for a careful review of site-specific values, as it might appear that the generated values are "conveniently" close to the existing levels. PADEP requires a comprehensive review, performed by environmental consultants, of all submitted reports prior to gaining written approval.

Another issue that was common among the sites is the need for institutionalization of data. In several case studies, deed notices were required to inform property owners that an existing condition must remain in place. For instance, Site 7 required that the concrete floor remain in place to prevent infiltration of precipitation to underlying soils and the restriction of groundwater use. Since many sites require deed notices, there is some concern that such records will be maintained for decades to come.

Lastly, all sites that utilized a site-specific standard addressed the uncertainty involved with the use of models. Since both risk-based approaches and models require the use of conservative estimates to protect human health and the environment, further research into the calculation on these numbers is required.

 

 

7. Summary and Recommendations

Brownfield redevelopment is not a new concern. Recently, however, increased emphasis has been placed on tools, techniques and incentives to allow development of these properties to occur. Strategies have been previously implemented in a variety of disciplines, such as financing, real estate, remediation, or VCPs. Risk-based approaches and consistent standards for cleanup are considered tools associated with VCPs (Simons, 1998). By examining national, state, and local perspectives on the risk-based approach to remediation, the following key findings emerge:

  • National - Forty-seven states have developed voluntary cleanup programs. Over half of those programs allow for modified risk-based, site-specific standards and have created generic statewide health standards. In a national survey of brownfield pilots, 51 of the 62 (82%) properties used risk-based standards for remediation. Seventy-five percent of brownfield developments utilizing risk-based approaches were influenced by the future use of the site. All of the sites with a previous use of heavy / light industry, commercial, and manufacturing, selected the risk-based approach as the preferred standard for remediation of the property.
  • State – Since its inception in 1995, the brownfield program in Pennsylvania has enabled 539 sites to receive Act 2 site approval. The majority of sites (74%) opted to use the statewide health standard, the most stringent of all the standards. The risk-based approach serves as the basis for Act 2 and several similarities between Act 2 and Risk-Based Corrective Action can be extrapolated.
  • Regional – A review of 15 representative sites in Southwestern Pennsylvania show the utilization of a variety of options to meet Act 2 regulations. Engineering and institutional controls allow a site to meet site-specific standards by eliminating the route of exposure. Sites also opt to cleanup to more stringent levels in order to have a more marketable piece of property. Several sites elect to go through the program to receive the liability coverage Act 2 provides.

With the reauthorization of Superfund, there is a significant interest in the state cleanup programs (Breggin and Pendergrass, 1999). There is a realization that not all sites can be remediated to pristine conditions – not only is this not always technically feasible, but it is not economically feasible. Thus, economic limitations have led to the use of risk-based standards.

As stated previously, there are several factors that need to be addressed to reduce the barriers to brownfield development (see Figure 2). This research shows that risk-based approaches are useful and effective since they allow for minimized costs and timelines and eliminate confusing regulations, thereby addressing several of the barriers to brownfield development. First, the use of risk-based approaches to cleanup reduces the uncertainty of cleanup requirements, allowing for a consistent set of standards based on clear environmental regulations. Thus, a property owner, with the assistance of an environmental consultant, is better able to determine the cost of remediating a property. Second, based on a comprehensive review of the literature, several reports indicate that use of the risk-based approach is cost-effective and time-efficient. The reduction of uncertain costs and timelines is essential steps in brownfield development, allowing for faster turnover of sites and more willing purchasers. Third, the risk-based process is protective of human health and the environment; it allows for an owner to remove the amount of contamination necessary for protection rather than spending excess capital on risk elimination. Lastly, the use of this approach is allowing sites to get cleaned up, rather than sitting abandoned without attention. Despite the flexibility allowed under the risk-based approach, sites are often selecting to clean up to the most stringent level. Owners and developers, alike, realize that less contaminated properties have higher real estate values, therefore, they often eschew the less stringent cleanup levels that require deed restrictions.

Yet, despite its strengths, the risk-based approach to remediation must be applied with caution. While the enactment of Act 2 has resulted in a dramatic increase in site cleanups in Pennsylvania, this does not necessarily mean that all sites have implemented cleanups; many sites reduce the risk by eliminating the pathway, and allowing contamination to remain in place. Therefore, this research has identified that risk-based approaches require further development and attention. The areas of concern are expanded below:

  1. Short-term effectiveness and long term reliability of presumptive remedies
  2. Monitoring Considerations
  3. Ecological Considerations
  4. Issues of cumulative risk
  5. Issues of uncertainty

First, while presumptive remedies such as engineering and institutional controls are often appropriate solutions to risk management, there is still a need to effectively manage these controls (Kratina, 1999; McNeely, 2000; Odencrantz, 2000). Use of engineering controls requires an institutional control, or some means for recording and transferring this information to future users of a site, such as deed notices and restrictions on future use of the site. It is critical that institutional controls are designed to remain protective over the long-term and that the records are protected and memorialized. Yet, reliance on these types of controls is uncertain. The NRC, during a study conducted for the Navy, substantiated the need for long-term reliability and monitoring of such remedies. The Navy has elected not to adopt the use of risk-based approaches that allow for such controls, stating long-term oversight would be problematic due to frequent turnover of management (NRC, 1999).

While the PADEP has regulations in place to enforce these controls, it is too soon to measure the success of such monitoring programs. Well-established and strictly followed monitoring programs must be put in place to ensure that a site will continue to be used in the same manner that is compatible with the initial remedy. Therefore, the following policy issues must be considered:

 

 

  • Criteria for post-remediation care plans
  • Method to evaluate the effectiveness of these controls over time
  • Level of public notice that should be required
  • Institutionalization of records

Second, the issue and duration of post-remediation monitoring is also a concern. In most cases, monitoring requirements are developed on a case-by-case basis, since the monitoring program is based on site-specific characteristics. In Pennsylvania, not all sites require a post-remediation care plan. For instance, a post-monitoring plan is not required if a site meets a standard, without engineering or institutional control measures, or if the site has demonstrated, through fate and transport modeling, that the remaining contamination will not cause concentrations to exceed the standards at the point of compliance within 30 years. In fact, there is no requirement for a post-remediation care plan unless a control mechanism is used. However, even under those conditions, it is possible for sites to terminate the post-remediation monitoring and care provided they can demonstrate attainment of the standard without the use of the engineering controls in place. The NRC agrees that long-term monitoring is an effective strategy for reducing uncertainty. They support the need for long-term monitoring to collect data and substantiate assumptions made during fate-and-transport modeling (NRC, 1999). A long-term monitoring program, with credible remediation contingency plans, must be properly designed and implemented to ensure that risks do not increase over time.

Third, since ecological receptors can be more sensitive than human receptors, an evaluation of ecological conditions must be undertaken. For instance, the identification of the presence of a critical habitat or a sensitive or keystone species is critical to the evaluation process. While PADEP’s standards provide protection to human health and the environment, this does not ensure that the environmental effects to all combinations of species, from all substances, are covered. As the understanding of ecological risk assessment increases, so should its use in determining risk-based approaches. PADEP uses the sites acreage and type of contaminants present as screening measures to determine whether further ecological assessment is needed. Act 2 eliminates the need for an ecological site assessment if the property is less than 2 acres or if the only contamination is petroleum hydrocarbons. While many sites lack a viable habitat of concern and pose negligible ecological risks, some ecological appraisal is necessary to allay negative public perception (Fishman and Reinert, 2000). Regulatory programs should exercise great caution in the selection of appropriate decision points for screening and assessment purposes, as failure to address ecological issues, early on, can lead to negative public perception and difficulties in the development process.

Fourth, risk-based approaches generally do not consider cumulative risk. This can be understood from two perspectives: for individual sites and for the ecosystem as a whole. For an individual site under Act 2, each contaminant must meet a standard that equates to a human health risk level of 10-5. However, if a site has multiple contaminants, each meeting their respective standard, then the allowable cumulative risk level is higher. Situations with multiple contaminants have the potential to alter the overall level of protection, potentially exceeding the minimum level of protection (10-4 risk level). Furthermore, risk-based approaches do not consider the cumulative effect to the ecosystem. For instance, it is possible for several Act 2 sites to border the same river or stream. However, this fact does not affect the groundwater cleanup standard that a site is required to meet. Thus, the cumulative risk of contaminants entering the river may be significant despite the fact that the sites are individually meeting their established cleanup levels.

Lastly, one of the difficulties in using risk-based approaches is the level of uncertainty. Despite the use of conservative cleanup goals, uncertainty appears in every aspect of risk-based approaches, including models used to generate the cleanup levels, engineering and institutional controls, and fate and transport models of risk assessment. While uncertainty can be bounded using simple sensitivity on scenario methods, more advanced stochastic modeling approaches, such as Monte Carlo analysis, can help to represent the degree of uncertainty that is pervasive in risk assessments and modeling.

So, what does the future hold for the risk-based approach to brownfield remediation? In order to determine this, it is useful examine the issue in historical context. It has been almost two decades since the creation of Superfund and the Resource Conservation and Recovery Act (RCRA). Based on increased knowledge about the effects of contaminants and their fate and transport behavior in the environment, acceptable risk levels have been quantified and have formed the basis for policy making. Although it has been demonstrated that there is interest in the risk-based approach, on national, state and local levels, policy-makers must remain conscious of potential long-term consequences and the continuing level of uncertainty in the human health and ecological effects.

Interest in brownfields redevelopment, and the inherent benefits thereof, is moving cleanup standard policy "in a new direction," marked by rational cleanup goals based on site-specific risks, decreased emphasis on large source removals, and an increased use of in-situ treatment, specifically natural attenuation strategies (Eisen, 1996). Will this "new direction" of risk-based approaches help reduce the barriers to brownfield development or will the risk-based approach still be considered a "second-class" cleanup? (Engel, 1997-1998). Adoption of risk-based approaches might increases the quantity of properties considered for development, however, the success of these developments, the permanence of these approaches, and the real protection of human health and the environment cannot be answered at present.

This research points to several avenues for further study. First, a crucial aspect of the risk-based approach is it ability to assess risk over the long term. In order to achieve reasonable remediation goals and improve the science behind the risk-based approach, the risk assessment discipline requires improved understanding of the following:

  • Improved toxicity models and chemical-specific toxicological data
  • Improved fate and transport models
  • Understanding and practice of risk communication with stakeholders
  • Understanding of ecological risk assessment such as standardized evaluation tools and exclusion criteria.

With time, the knowledge about the effects of contaminants and their behavior in the environment will increase, and the ability to quantify risks furthered. The continued use of risk-based approaches relies on the answer to a crucial question "Will the amount of contamination that is considered safe today be unacceptable in the next decade?"

Another important aspect of an effective risk-based approach is the reliance on engineering and institutional controls. Further testing and monitoring of engineering controls is needed to evaluate the short-term effectiveness and long-term reliability of these controls. Establishment of long-term monitoring programs at sites where contamination is left in place will be essential for public acceptance of a risk-based approach. Such efforts should focus not only on the techniques and equipment used for monitoring, but the management of such programs.

 

Literature Cited

American Society for Testing and Materials (ASTM) (1994). "Standard Guide for Risk-Based Corrective Action Applied at Petroleum Release Sites, ES 1739-95". West Conshohocken, PA.

ASTM (1998). "Standard Provisional Guide for Risk-Based Corrective Action, PS 104-9". West Conshohocken, PA.

Baldassare, F. (2000). Hydrogeologist, Pennsylvania Department of Environmental Protection, Field Operations, Personal communication.

Bartsch, C. and E. Collaton. (1997). "Brownfields: Cleaning and Reusing Contaminated Properties". Northeast-Midwest Institute, Washington, DC.

Bartsch, C. and C. Anderson. (2000). "State Financing Program Initiatives" in Financing Brownfields Reuse, Northeast-Midwest Institute, Washington, DC.

Begley, R. (1996). "Risk-Based Remediation Guidelines Take Hold", Environmental Science and Technology 30(10):438-441.

Begley R. (1997). "Resurrecting Brownfields", Environmental Science & Technology, 31(5):226-230.

Breggin, L.K. and J. Pendergrass (1999). "Voluntary and Brownfields Remediation Programs: An Overview of the Environmental Law Institute’s 1998 Research", 29 ELR 10339, Environmental Law Reporter.

Brewster, G. B., E. Pepper, and M. Leccesse (1998). "Land Recycling and the Creation of Sustainable Communities: A Strategy for Ensuring Prosperity and Quality of Life for Californians in the 21st Century", California Center for Land Recycling (CCLR), San Franciso, CA.

Brownfields Forum (1995). Brownfields Forum: Recycling Land for Chicago’s Future, Final Report and Action Plan, City of Chicago, November.

Chilton, K. (1998). "The Myth of the "Environmental Problem" Cleanup Costs and Brownfield Redevelopment", Public Works Management and Policy, 2(3) 220-230.

Davis, T.S. and K.D. Margolis (1997). "Brownfields: a Comprehensive Guide to Redeveloping Contaminated Property", American Bar Association, Chicago, IL.

Day, R.W. and J.F. Vargas (1998). "Risk-Based Corrective Action for Site-Specific Cleanup" http://www.claytonenv.com/rbca_art.htm.

De Rose, N. (1997). "Comparing Pennsylvania’s Act 2 to New Jersey’s Site Remediation Program" in Pennsylvania Environment, March, Department of Environmental Protection, Harrisburg, PA.

DeRose, N. (1999). Environmental Engineer, Langan Engineering and Environmental Services, Inc., Personal communication.

Eduljee, G. (1998). "Assessment of Risks to Human Health from Landfilling of Household Wastes", editors R.E. Hester, and R.M. Harrison, Vol.9 in Issues in Environmental Science and Technology, The Royal Society of Chemistry.

Eisen, J.B. (1996). "Brownfields of Dreams?" Challenges and limits of voluntary cleanup programs and incentives, University of Illinois Law Review, Rev. 883, 96(4)883:1039.

Engel, K.H. (1997-1998). "Brownfields Initiatives and Environmental Justice: Second Class Cleanups or Market –based equity", Journal of Natural Resources & Environmental Law, 13(2):317-337.

Environmental Financial Advisory Board (EFAB) (1997). "Expediting Clean-Up and Redevelopment of Brownfields: Addressing the Major Barriers to Private Sector Involvement -- Real or Perceived". Environmental Financial Advisory Board (EFAB) http://www.epa.gov/efinpage/brncle.htm

Fishman, B.E., K.H. Reinert (2000). "Ecological Considerations in Brownfield Redevelopment" in Environmental Toxicology and Chemistry, 19(2):257–258.

Gargas, M.L. and T.F. Long (1997). The Role of Risk Assessment in Redeveloping Brownfields Sites in Brownfields: A Comprehensive Guide to Redeveloping Contaminated Property, edited by Todd Davis and Kevin Margolis, Cleveland: Hemisphere Corp.

Gerrard, S. and J. Petts (1998). "Isolation of Integration? The Relationship Between Risk Assessment and Risk Management in Risk Assessment and Risk Management", editors R.E. Hester, and R.M. Harrison, Vol.9 in Issues in Environmental Science and Technology, The Royal Society of Chemistry.

Inyang, H.I., J.L. Daniels, and V. Ogunro (1998). Engineering Controls for Risk Reduction at Brownfields Sites in Risk-Based Corrective Action and Brownfields Restorations, edited by C.H. Benson, J.N. Meegoda, R.B. Gilbert, and S.P. Clemence, Proceedings of Sessions of Geo-Congress 98, Boston, MA.

Kratina, K. (1999). Institutional Control in Risk-Based Corrective Actions, USEPA, Office of Underground Storage Tanks, http://www.epa.gov/swerust1/rddm/instctrl.htm

Lange, D, S. McNeil, and C. Rakestraw (1999). Complexities of Brownfield Development with Specific Examples from Pittsburgh, Pennsylvania in World Markets Series, Business Briefing, Global Environmental Industry, World Market Research Centre, 104-107.

Mativiya, J. (1999-2000). Regional Manager, Environmental Cleanup Program, Pennsylvania Department of Environmental Protection, Personal communication.

McNeely, S. (2000). Office of Underground Storage Tanks, Implementation Division, USEPA, Personal communication, January 27, 2000.

Miller, L.R. (1994). Future Land Use: A Key Consideration in Remedy Selection. Site Remediation News, New Jersey Department of Environmental Protection, Vol. 6(4)1-2.

Moyer, C.A. and G.D. Trimarche (1997). Brownfields: A practical guide to the cleanup, transfer and redevelopment of contamination property, Argent Communications Group, CA.

National Council for Urban Economic Development (CUED) (1999). "Brownfields Redevelopment: Performance Evaluation", Council for Urban Economic Development, Washington, D.C.

National Research Council (NRC) (1999). Environmental Cleanup at Navy Facilities: Risk-Based Methods, National Academy Press, Washington D.C.

Neufeld, R. (1999). Professor of Civil and Environmental Engineering, University of Pittsburgh, PA and Member of the Cleanup Standard Scientific Advisory Board, Personal communication.

Odencrantz, J. (2000). President, Tri-S Environmental, Personal communication, January 21, 2000.

Office of Technology Assessment, Congress of the United States (OTA). (1995). "State of the states in brownfields: Programs for cleanup and reuse of contaminated sites".OTA-BP-ETI-153, June, U.S. Environmental Protection Agency, Washington, D.C.

Payne, S. M. (1998). Accelerating Cleanup at Toxic Waste Sites: Fast-Tracking Environmental Actions and Decision Making, Lewis Publishers, CRC Press

Pennsylvania Department of Environmental Protection (PADEP) (1997). Technical Guidance Manual, Pennsylvania’s Land Recycling Program, Final Draft, December 1997.

Pennsylvania Bulletin (1997). Part II, Environmental Quality Board Administration of the Land Recycling Program (Act 2) 27(33) Harrisburg, PA, August 16, 1997.

Pepper, E. (1997). From Lessons from the Field: Unlocking Economic Potential with an Environmental Key, Northeast Midwest Institute, Washington D.C.

Rice, D., et al. (1995). Recommendations to Improve the Cleanup Process for California’s Leaking Underground Fuel Tanks (LUFTs). Lawrence Livermore National Laboratory, University of California, UCRL-AR-121762.

Rocco, J.R. (1999). Principal, Sage Risk Solutions, LLC. Personal communication.

Rocco, J.R. and L. Hay Wilson (1997). The Risk-Based Corrective Action Process in Brownfields: A Comprehensive Guide to Redeveloping Contaminated Property, edited by Todd Davis and Kevin Margolis, Cleveland: Hemisphere Corp.

Rocco, J.R. and M.B. Taylor (1999). A National Standard for Brownfield Redevelopment, Bureau of National Affairs, Inc. Due Diligence Guide, 231:841-851.

Shipley, R. (1999). Data Manager, Chemical Manufacturers Association, Washington, D.C. Personal communication.

Simons, R.A. (1998). Turning Brownfields into Greenbacks: Developing and Financing Environmentally Contaminated Urban Real Estate, Urban Land Institute (ULI), Washington, D.C.

Society for Risk Analysis (SRA) (1998). Chicago Regional Chapter http://www.ead.anl.gov/`web/sra/vol1-1/rbca.html

Stiber, N.A., M.J. Small, and P.S. Fischbeck (1998). The Relationship between Historical Industrial Site Use and Environmental Contamination, J. Air & Waste Manage. Assoc., 48:809-818.

US Conference of Mayors (USCM) (2000). "Recycling America’s Land: A National Report on Brownfield Redevelopment", Volume III, February 2000, Washington D.C. www.usmayors.org/uscm/brownfields/RecyclingAmericasLand.htm

USEPA (1995). "Brownfields Action Agenda", U.S. Environmental Protection Agency - Office of Solid Waste and Emergency Response, January, http://www.epa.gov/swerops/bf/ascii/action.txt

USEPA (1999). "Cost-estimating Tools and Resources for Addressing Sites Under the Brownfields Initiative", Published by the National Risk Management Research Laboratory, Office of Research and Development, EPA/625/R-99/001, April 1999.

US GAO (1995). "Community Development Reuse of Urban Industrial Sites", GAO/RCED-95-172. United States Government Accounting Office, Washington, D.C.

US GAO (1996). "Superfund: Barriers to Brownfield Redevelopment", GAO/RCED-96-125, June 1996, United States Government Accounting Office, Washington, D.C.

US GAO (1998). "Superfund: Time to Complete Site Listing and Cleanup", GAO/T-RCED-98-74, United States Government Accounting Office, Washington, D.C.

Washburn, S.T. and K.G. Endelmann (1998). "Development of Risk-based Remediation Strategies" in Risk-Based Corrective Action and Brownfields Restorations, edited by Craig H. Benson, J.N Meddgoda, R.B. Gilbert, and S.P. Clemence, Proceedings of Sessions of Geo-Congress 98, Boston, MA.

Wright, J.G. (1997). Risks and Rewards of Brownfield Redevelopment. Cambridge ,MA: Lincoln Institute of Land Policy.

Zhang, J. (1998). "Concerns and Priorities of Stakeholders in the Brownfields Decision-Making", Master’s thesis. Department of Engineering and Public Policy, Carnegie Mellon University, PA.

APPENDIX A

Acronyms

ORGANIZATIONS

ASTM American Society for Testing and Materials

CUED Council for Urban Economic Development

LLNL Lawrence Livermore National Laboratory

NRC National Research Council

PADEP Pennsylvania’s Department of Environmental Protection

TBC The Brownfields Center

USCM United States Conference of Mayors

USEPA United States Environmental Protection Agency

LEGISLATION

VCP Voluntary Cleanup Program

CERCLA Comprehensive Environmental Response, Compensation, and Liability Act

RCRA Resource Conservation and Recovery Act

 

TERMS

BTEX Benzene, Toluene, Ethylene, and Xylene (components of gasoline)

LUSTs Leaking Underground Storage Tanks

MSC Maximum Specific Concentration

PAHs Polycyclic aromatic hydrocarbons (includes coal tar)

PCBs Polychlorinated biphenyls (transformer oil)

PHCs Polychlorinated hydrocarbons

RBCA Risk-Based Corrective Action

RBSL Risk-Based Screening Level

SSTL Site-Specific Target Level

TACO Tiered-Approach of Corrective Action

TCE Trichlorethylene (chlorinated solvent)

TPHs Total Petroleum Hydrocarbons

UST Underground Storage Tank

VOCs Volatile Organic Compound (generally quick-evaporating liquid)

MEASUREMENTS

ppb parts per billion

mg/kg milligrams per kilogram

ug/L micrograms per Liter

APPENDIX B:

Clarification of terms

A risk-based methodology is defined "as a process that combines environmental data obtained for a hazardous waste site, risk assessment calculation(s), and a series of risk-management decisions" (NRC, 1999). Instead of using the generic health-based standards of CERCLA, the emphasis shifts to address the actual and potential risks based on the intended future use and the degree of hazard posed by a specific site. This eliminates the need for a costly cleanup remedy if the site, in its intended use, poses little or no risk. The goal of risk-based methodologies is to determine a) how much cleanup is needed at a particular site, based on the extent of contamination, b) the risk posed by that contamination, c) the cost of the cleanup, and d) the views of the surrounding community (NRC, 1999).

While the term "risk-based cleanup" is often used, this can be deceiving. Often, the use of risk-based methodologies results in the assessment that a site poses no risk, therefore, no actual cleanup is performed. Risk-based methodologies take into account the following:

  • Future land use (industrial, commercial, residential or other use of the property and the surrounding properties)
  • Surrounding land uses
  • Risk of human exposure to existing contamination in the context of proposed land use
  • Exposure pathways and associated risk
  • Engineering and institutional controls to contain and control contamination and exposure
  • Decreased emphasis on large source removal
  • Use of in situ treatment, containment and natural attenuation strategies
  • Cost
  • Natural background levels
  • Requirement of deed restrictions to be placed on the site to prevent future residential use, if necessary (Moyer and Trimarche, 1997).
  • Risk-Based Decision Making

The concept of risk-based decision making allows one to perform actions to address risks and measure results in terms of reduced risks. By agreeing on what is acceptable as a risk-endpoint, money can be spent in the most efficient and effective manner (De Rose, 1999). Risk-based decision making refers to the overall decision making approach and encompasses several forms. Risk-Based Corrective Action (RBCA) and the Tiered-Approach to Corrective Action Objectives (TACO) are two types of risk-based decision making. TACO is an EPA approved method for developing remediation objectives for contaminated soil and groundwater. Like RBCA, these remediation objectives protect human health and take into account site conditions and land use. Remediation objectives generated by TACO are risk-based and site-specific. Both TACO and RBCA use a three tiered-approach. A more detailed description of RBCA appears below.

  • Risk-Based Corrective Action (RBCA)

RBCA is a form of risk-based decision making. The formal definition of RBCA is "a streamlined approach in which exposure and risk assessment are integrated with traditional components of the corrective action process to ensure that appropriate and cost-effective remedies are selected, and that limited resources are properly allocated" (EPA, OUST, www/epa.gov/swerust/rbdm/rbdmfaq6.htm).

In order to gain a better understanding of the risk-based methodology, an explanation of the RBCA framework is given. RBCA is the primary form of risk-based decision making, utilizing a framework for the development of cleanup objectives that are 1) protective of human health and the environment, and 2) take into account site-specific conditions, including future land use, institutional controls, engineering controls, and other factors (SRA, 1996). RBCA is an approach that effectively integrates exposure and risk-assessment with the corrective action process, by balancing public health risk, end-use, cost, technical feasibility and community acceptance (Rocco and Hay Wilson, 1997). Gargas and Long (1997) claim RBCA is a useful strategy combining best scientific techniques, site-specific and use-specific information, with the goals of remediation and redevelopment. Many advocates in the risk assessment and engineering fields claim that RBCA provides the necessary framework for balancing health and environmental risks with costs while targeting the ultimate objective – sensible remediation.

APPENDIX C

ASTM’s RBCA Process Flowchart

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Source: ASTM, 1998

APPENDIX D

Risk-Based Corrective Action (RBCA)’s

Tiered Approach

RBCA consists of three tiers:

Tier 1 involves a traditional initial site assessment based on source characterization, potentials for exposure, extent of contaminant migration, and a summary of site characterization results with application of non site-specific screening-level corrective action goals. Contaminant concentrations are compared to risk-based screening levels (RBSLs), which are derived using conservative default fate-and-transport and risk assessment parameters. If the contaminant concentrations exceed the RBSLs or if the Tier 1 remedial measures are unacceptable due to cost or feasibility considerations, additional site information can be collected and can move to Tier 2.

Tier 2 involves the use of site-specific data (instead of Tier 1 default levels) to develop site-specific target levels (SSTLs). SSTLs are based on relevant physical and chemical characteristics, risk assessment modeling and analytical fate-and-transport (Day and Vargas, 1998). As with Tier 1, site conditions are analyzed to determine remedial action goals, which are achievable, appropriate, and economical. If the determined remedial measures are unacceptable or are perceived to be unattainable, additional site information can be collected for reassessment of the site in Tier 3.

Tier 3 involves further expanded site assessment and is the most realistic, site-specific value. A new SSTL is calculated based on more sophisticated statistical, fate-and-transport and risk assessment analyses, which include specific input parameters such as Monte Carlo simulations and chemical dose-response studies.

APPENDIX E

Background Survey Information

Recipients and Design of Survey: "Capturing Brownfield Success"

Source: Deborah Lange, Ph.D. candidate, thesis proposal

 

Survey Recipients:

Recipients of national survey included the 228 (awarded as of January 1999) USEPA Brownfield Assessment Pilots. This population is knowledgeable about the brownfield topic given their involvement in an USEPA Brownfield Assessment Pilot. The mailing list for this distribution was obtained from the USEPA. The list included grant recipients as well as regional and headquarters USEPA staff assigned to the pilots. (This accounts for the fact that 286 survey were sent for 228 pilots.).

The 6-page surveys and explanatory transmittal letter, dated April 19, 1999, were mailed to specific addressees via the bulk mailing process of the U.S. Postal Service. The mailings included a pre-paid return envelope to encourage response.

Survey Design:

The purpose of the national survey was to capture the characteristics associated with "successful" and "not-so-successful" sites.

The survey focuses on site specific data. There are 54 'fill-in-the-blank' and multiple-choice statements plus 2 open ended questions. Questions 1-54 are organized into the following data categories:

  • General (1-11)
  • Infrastructure (12-17)
  • Land Description (18-34)
  • Building(s) Description (35-48)
  • Development Climate (49-54)

Beyond Statements 1 and 2 (geographic questions), questions within these categories solicit information of site characteristics and site development. Questions 55 and 56, the open ended questions, solicit unstructured input that will allow us to compare and assess whether or not our survey, and resultant model, are effective in capturing the factors that influence brownfield development success.

The respondent is requested to answer Questions 1-56 for two different brownfields with which they have some knowledge:

  • A 'Successful' site
  • A 'Not-so-successful' site

The survey requested information for two sites, so as to avoid obtaining only 'good news', since it is believed much can be learned from troubled sites as well. The 'not-so-successful' site was labeled as such because we believed, as mentioned above, that all brownfield development are ‘successful,’ but perhaps to varying degrees. Additionally, it is believed that the label of 'failure' might not be psychologically conducive to solicitation of objective responses.

 

APPENDIX F

Copy of National Survey: "Capturing Brownfield Success"

APPENDIX G

Status of Risk-Based Approaches in the U.S.

State

No change from existing standard1

Modified Risk Based Site-Specific Standards1

Generic Statewide Health Standard2

RBCA-Like Brownfields Program2

Tiered-Approach2

Alabama

Alaska

Arizona

Arkansas

California

Colorado

Connecticut

District of Columbia

Delaware

Florida

Georgia

Hawaii

Idaho

Illinois

Indiana

Iowa

Kansas

Kentucky

Louisiana

Maine

Maryland

Massachusetts

Michigan

Minnesota

Mississippi

Missouri

Montana

Nebraska

Nevada

New Hampshire

New Jersey

New Mexico

New York

North Carolina

North Dakota

Ohio

Oklahoma

Oregon

Pennsylvania

Rhode Island

South Carolina

South Dakota

Tennessee

Texas

Utah

Vermont

Virginia

Washington

West Virginia

Wisconsin

Wyoming

TOTAL

4

23

18

10

14

(1) Source: Eisen, 1996

(2) Source: Shipley, 1999

APPENDIX H

Act 2’s Site Characterization Flowchart

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Source: PADEP, 1997

APPENDIX I

Detailed Version of Tables 8 and 9

 

 

Table 8. Type of chemicals and frequency of significant detection at Act 2 sites

Contaminant of

Concern

Site 1

Site 2

Site 3

Site 4

Site 5

Site 6

Site 7

Site 8

Site 9

Site 10

Site 11

Site 12

Site 13

Site 14

Site 15

Heavy Metals

                             

BTEX

                             

TPHs

                             

PAHs

                             

Pesticides

                             

PCBs

                             

VOCs

                             

Asbestos

                             

Note: This table includes all contaminated media (ground water, soil, buildings, etc.)

Frequency is based on a representative number of sites (n=15) from PADEP file reports.

All sites are located in Southwest Pennsylvania

 

 

 

Table 9. Type of contaminated media and frequency at Act 2 sites

Contaminated Media

Site 1

Site 2

Site 3

Site 4

Site 5

Site 6

Site 7

Site 8

Site 9

Site 10

Site 11

Site 12

Site 13

Site 14

Site 15

Soil

                             

Groundwater

                             

Sediments

                             

Buildings

                             

Surface water

                             

Note: This table includes all contaminated media (ground water, soil, buildings, etc.)

Frequency is based on a representative number of sites (n=15) from PADEP file reports.

All sites are located in Southwest Pennsylvania

 

 

 

 

 

APPENDIX J: Summary of representative Act 2 sites from Pennsylvania Department of Environmental Protection, Southwest Region

Site Name

Historical Use

Current Use

Anticipated

Future Use

Selected

Cleanup standard

Contaminated

media

Source of

Contamination

Contaminant

of Concern (COC)

Site-Specific Health Standard (SS)

             

AMG Resources Neville Island

Formerly owned by Vulcan Material Co.

Organic chemical production

Same

SS (performed a risk assessment for lead)

Met SWHS for all contaminants except lead

Soil

Industrial processes

Lead, PCE

Teledyne Industries, Inc

Former steel mill

Steel tube manufacturing facility

Non-residential, industrial

SS (performed a risk assessment for TCE)

Soil, GW

Industrial processes

TCE, VOCs, PCBs, solvents

Shenango, Inc (RPS Distribution)

Neville Island Industrial Park

Coal storage and welding operations, waste disposal

Industrial park (light manufacturing facility)

Industrial park (light manufacturing facility)

Non-residential, industrial

SS (demonstrated pathway elimination)

Soil, GW

Heavy industrial processes

BTEX, naphthalene

Constantin Pontiac

Gas station

Automobile dealership

Residential (apartment complex)

SS (originally SWHS)

Soil, GW, building

Storage tanks

BTEX, TPHs, PCBs, solvents, asbestos

Tom Morris Residence

Residence

Residence

Residential

SS (Residential)

Soil, Building

Fuel storage tanks

Naphthalene, BTEX

Statewide Health Standard (SWHS)

             

Xerox Pittsburgh

Location of a paint booth for copier refurbish

Parts / supply facility

Industrial, consistent with current zoning

SWHS

Final report was deficient

Soil, GW

Paint booth operations

VOCs – PCE, TCE

Aliquippa Industrial Park

Former blast furnace, seamless tube making

Industrial park

Same

SWHS (but could have gone Special industrial area)

Soil

Industrial processes, heavy grease

PCBs, TPHs, heavy metals

Fisher Scientific, Inc – Instruments Manufacturing Div.

Manufacturing facility

Same

Same

SWHS (but could have not cleaned up at all)

Soil

Paint storage room

Lead

Bushy Run Research Center (BRRC)

Research lab

Research lab

Residential or commercial

SWHS- residential & background for natural-occurring metals.

Soil and sediment

Lab/chemical wastes, buried gas cylinders

B(a)P, B(a)F, buried chemicals, and vanadium

Powerex, Inc (Bill’s High Performance)

Semi-conductor manufacturing plant and wastewater treatment facility

Semi-conductor manufacturing plant & wastewater trmnt facility

Same

SWHS

Soil, GW

Leak in storage tank and process waste line

VOCs (1,1,1-trichloroethane and 1,1,1-trichloroethene, and vinyl chloride)

Gil Fischer Residence

Residence

Residence

Residential

SWHS (Residential)

Soil

Above-ground storage tank – release of No. 2 heating oil

PAHs

Hays Ammunition Plant/

GalvTech

Built in 1942, used by the U.S. Navy to manufacture gun forgings

Put on standby in 1971, military disposed of property in 1981.

Heavy industrial

Hot-dip galvanizing process (coats steel coils with zinc)

SWHS (Residential)

Used residential but could have used non-residential

Soil, sediment

Building

Industrial process and USTs

VOCs, petroleum, metals, PCBs, asbestos, lead paint

Combination

             

Exxon Pittsburgh Specialty Products Plant

Iron-making works

Bulk petroleum storage & distribution facility

Industrial trucking/ warehouse facility

SS (on most of area) but SWHS on 1 site – performed risk assessment

Soil, GW

Industrial process

PAHs, petroleum-related VOCs, BTEX, and Pb

ARCO Chemical Co.

Beaver Valley Plant

Phthalic anyhydride area

Manufactured

polystyrene and specialty foams Industrial

Industrial

Non-residential; industrial

1 acre BUT 3 standards selected! Background, SS, and SWHS

Soil, GW, sediment

Industrial processes, storage tanks, and landfill

Heavy metals, BTEX, PHC, PAHs,

ARCO Chemical Co.

Beaver Valley Plant

Raccoon Creek Area

Disposal of waste residues/fly ash from coal fired plant

Industrial

Non-residential; industrial

SWHS/SS based on division of site

Soil

Industrial processes

VOCs, BTEX