Feasibility Study GREENWICH HIGH SCHOOL ENVIRONMENTAL TESTING UPDATE. JOINT RELEASE Greenwich Board of Education and Town of Greenwich, Greenwich, CT

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GREENWICH HIGH SCHOOL ENVIRONMENTAL TESTING UPDATE Feasibility Study April 2013 Highlights: An environmental study of the Greenwich High School campus grounds has been completed. This study was completed over several phases of investigation (July-August 2011, December 2011, February 2012, April 2012, and June- August 2012). These investigation activities have provided a good understanding of the Site. These activities and the associated data are presented in the Remedial Investigation report. The data from the Remedial Investigation have been used to evaluate potential risks to human health and the environment via the Human Health Risk Assessment and the Screening Level Ecological Risk Assessment. These documents are all available for review on the Greenwich Public Schools website, and Project Updates (such as this one) have been prepared to explain the documents to the community in a condensed format. This Project Update summarizes the results of the Feasibility Study. The Feasibility Study considers the data from the Remedial Investigation, and the results of the Risk Assessments to identify cleanup objectives for the Site. The Feasibility Study then presents, describes and compares various remedial (cleanup) alternatives for the Site that would achieve those objectives and, ultimately, recommends a cleanup approach for the Site. The recommended alternative involves the removal of impacted soil (excavation) to varying depths beneath: Area of Concern or AOC 1, which is the area of the Site where fill material was imported during the development of the school in the late 1960s. It is noted that this area includes the synthetic turf fields, and that excavation beneath these fields is not proposed. AOC 13, which is an area in the southeastern corner of the site (bounded by East Putnam Avenue and Hillside Road) where arsenic was found at elevated levels in soil samples. Several smaller limited areas of the Site. After excavation, these areas of the Site will be restored. A site restriction for deep excavations would be necessary, but shallower excavations (to access utilities) would be allowed. Some impacted soil would be left in place and capped. Regular monitoring of the site will continue for the long-term. This option would take 2-3 summers to implement, and would greatly reduce potential risks at the Site. This option is estimated to cost between $13 and $20 million to implement. This Project update has been prepared to explain the Feasibility Study process and the recommended alternative to the community. The Town and the Board of Education are requesting community input to this process. Introduction In mid-july 2011, during the course of excavation work for the Greenwich High School Music Instructional Space and Auditorium project, unexpected soil conditions were discovered in the west (or back) parking lot, adjacent to the athletic fields. Initial testing results showed levels of a class of chemicals known as polychlorinated biphenyls (or PCBs) in soil above standards set by the Connecticut Department of Energy and Environmental Protection (DEEP). Since this discovery, a comprehensive environmental study of the high school campus grounds has been completed over several phases (corresponding with school vacations) in July-August 2011, December 2011, February 2012, April 2012, and June- August 2012. The results of the comprehensive study are being summarized in four reports that are final: Remedial Investigation Screening Level Ecological Risk Assessment Human Health Risk Assessment Feasibility Study All of these reports are available to view on the Greenwich Public Schools website (refer to the back page of this Update for a link to the website). Project Updates (such as this one) have been prepared to summarize each of these reports, and are also available on the website. This Project Update provides a summary of the draft Feasibility Study Report, which presents, describes and compares various remedial (cleanup) alternatives for the Site. Under what regulatory framework is the Feasibility Study being completed? The site is under the direct jurisdiction of the U.S. Environmental Protection Agency (EPA) under the Toxic Substances Control Act (TSCA) with regard to PCBs detected in soil. Soil with PCB concentrations greater than or equal to 50 milligrams per kilogram ( 50 mg/kg) are classified as PCB Remediation Waste in 761.3 of Chapter 40, Code of Federal Regulations, Part 761 (40 CFR Part 761). Because soil with PCB concentrations at or above this level has been identified at the site, the Town is working directly with the EPA Region 1 PCB Coordinator with regard to investigation and remediation of PCBs. Further, although the site is not under the direct jurisdiction of the CT DEEP, the Town and the CT DEEP as well as the Connecticut Department of Public Health (CT DPH) are

xx working together to reduce potential risk to human health and the environment posed by environmental impacts at the site. What is the purpose of the Feasibility Study? The purpose of the Feasibility Study is to: Identify the goals for cleanup of the Site that are protective of human health and the environment and that will comply with applicable federal and state regulations. Review potential cleanup options and identify a range of options that may be used to address impacts at the Site. Evaluate the range of cleanup options in more detail, and analyze each against a series of criteria. Develop detailed cost estimates for the options and a proposed cleanup schedule. Select an option that will address impacts Site wide. What are the cleanup goals? Cleanup (remedial) goals were established for the Site to be protective of human health and the environment and to comply with applicable regulations. To accomplish these goals, three different remediation (cleanup) scenarios were reviewed. These are discussed below. Most Stringent Standards The most stringent standards for site remediation are those for unrestricted residential use. Federal and state regulatory authorities have established these criteria for chemicals in both soil and groundwater. Remediation to these criteria would allow for any future use of the site without any restriction on activities performed. Self-Implementing Standards Both federal and state regulations allow for site remediation in a manner that leaves impacted soil in place at specified concentrations as long as it is covered by a minimum thickness of cover (e.g., soil, asphalt or concrete). Remediation in this manner is considered to be protective of human health and the environment as long as restrictions are placed on future site activities (e.g., restrictions on digging into the material). In the federal (EPA) PCB regulations, soil with total PCB concentrations >10 mg/kg must be removed and a minimum of ten inches of soil or six inches of concrete or asphalt placed over the impacted soil. State (CT DEEP) regulations provide criteria for numerous chemicals and impacted soil may be left in place as long as four feet of soil cover or two feet of soil and asphalt cover are placed over the impacted soil. Remediation under self-implementing standards also requires that groundwater impacts be reduced to levels below federal and state regulatory criteria. Any remediation using these EPA and CT DEEP selfimplementing options would require long-term monitoring and land-use restrictions to ensure continued protection of human health and the environment. These long-term operations would be performed for as long as chemical impacts remain at the Site. Risk-Based Standards EPA and CT DEEP regulations also allow for risk-based (or site-specific) standards to be used at a Site in lieu of the generic federal or state criteria. Risk-based standards are developed in the same manner as federal and state remedial criteria; however, instead of using generic exposure assumptions (where it is assumed that someone would live on top of the Site), site-specific exposure assumptions are used to develop remedial goals (e.g., students, athletes, spectators, construction workers, etc.). Using risk-based standards, remediation would be performed in a similar manner to the approach under the selfimplementing standards. However, the specified chemical concentrations allowed to remain in place and the thickness of cover material would be determined based upon site specific standards. What cleanup alternatives were considered in the Feasibility Study? Several remedial (cleanup) alternatives were considered under each scenario in the Feasibility Study. A comparison of these alternatives is shown on Table 1. Removal to Most Stringent Standard This alternative is designed to meet the most stringent standards for site remediation (i.e., unrestricted residential use). Thus, this alternative would necessitate a large and deep excavation in two areas of the Site, and limited excavations in several other small areas of the Site (refer to Map 1 Site Plan). The first large area, referred to as Area of Concern or AOC 1 (Fill Area), is the area where fill material was imported to the site during the development of the school in the late 1960s. This area is approximately 11 acres in size, and contains the highest concentrations of PCBs found at the Site, as well as concentrations of polycyclic aromatic hydrocarbons (called PAHs), total petroleum hydrocarbons (called TPH), and lead. The other large area, referred to as AOC 13 (Southeast Arsenic Area), is an approximately 6 acre area in the southeastern corner of the site (bounded by East Putnam Avenue and Hillside Road) where arsenic was found at levels above background in soil samples (refer to Arsenic Background Update). As part of the excavation required for this alternative, extensive tree removal would be necessary in AOC 13. Under this alternative, future use of the site would be allowed without any restriction on activities performed. This alternative would take more than 12 summers to implement, and is estimated to cost between $120 and $180 million to implement. Self-Implementing Remediation As stated earlier, both federal and state regulations allow for site remediation in a manner that leaves impacted soil in place at specified (generic) concentrations as long as it is covered by a minimum thickness of cover (e.g., soil, asphalt or concrete). Thus, this alternative would include excavations to

xx achieve these federal and state generic concentrations. This would entail extensive tree removal in AOC 13, limited excavations in several other small areas of the Site, and large excavations in AOC 1. Excavations in AOC 1 would include removal of soil beneath the artificial turf fields and a large removal of soil to remediate groundwater impacts. Generally, the excavations included in this alternative are not as extensive or as deep as the excavations proposed for the alternative meeting the most stringent criteria. Under this alternative, restrictions would be placed on future site activities (e.g., restrictions on digging into the material). This alternative would take more than 5 summers to implement, and is estimated to cost between $50 and $80 million to implement. Risk-Based Remedial Action Options Federal and state regulations also allow for risk-based (or sitespecific) standards to be used at a Site in lieu of the generic federal or state criteria. Using risk-based standards, remediation would be performed in a similar manner to the approach under the self-implementing standards; however, the specified chemical concentrations allowed to remain in place and the thickness of cover material would be determined based upon site specific standards. Three cleanup options were evaluated for the Site using risk-based standards. Option 1 Under this option, impacted soil would be excavated to a depth of 1 foot beneath AOC 1, AOC 13, and other limited areas of the Site. The soil would be replaced with clean fill, and the surface would be restored to current conditions (e.g., the grass fields would be restored with grass). This option would not impact the turf fields; the impacted soil beneath the turf fields would remain in place. This option would take 1 to 2 summers to implement, would greatly reduce potential risks at the Site, and would warrant several Site use restrictions (e.g., restrictions for shallow and deep excavations). This option is estimated to cost between $7 and $12 million to implement. Option 2 Under this option, impacted soil would be excavated to a depth of 3 feet beneath AOC 1 (including both the grass and turf fields), AOC 13 and other limited areas of the Site. Again, the soil would be replaced with clean fill, and the surface would be restored. This option would take more than 3 summers to implement, and would greatly reduce potential risks at the Site. This option, compared to Option 1 would not require as many Site use restrictions (e.g., shallow excavations would be allowed, but deep excavations would be restricted). This option is estimated to cost between $27 and $45 million to implement. Option 3 This option is essentially a combination (or hybrid ) of Options 1 and 2. Under this Option 3, impacted soil would be excavated to varying excavation depths within AOC 1, AOC 13 and other limited areas of the Site. However, this option would not include excavation of impacted soil beneath the artificial turf fields, as the fields provide a barrier already. As with the other options, the soil would be replaced with clean fill, and the surface would be restored. Under this option, Site restrictions would be necessary, but would be limited to restriction for deep excavations, only. This option would take 2 to 3 summers to implement, and would greatly reduce potential risks at the Site. This option is estimated to cost between $13 and $20 million to implement. What is the recommended alternative? The recommended remedial alternative for the site is Risk- Based Remedial Action Option 3. This alternative involves the removal of impacted soil to varying depths in areas where soil is directly accessible. The impacted soil would be removed and replaced with clean backfill and the surface would be restored to its current condition. Excavation beneath the existing synthetic turf fields is not proposed. The clean backfill would constitute a soil cap isolating the soil impacts beneath. Why is this option the recommended alternative? This remedial alternative is selected based upon the following evaluation. This alternative is protective of human health and the environment because impacted soil will be removed and replaced with clean backfill. This action will be protective for current and potential future site users and site uses. It is noted that this remedial alternative will not be protective for all intrusive activities, such as construction work that involves deep excavation. To protect workers involved in deep excavation or other similar tasks, institutional controls will be required such that these actions can be performed in a safe manner that complies with environmental regulations. This alternative does, however, allow shallow excavations (to access utilities) without restrictions. This alternative complies with federal regulations for PCBs which allows for risk-based disposal. This alternative complies with CT DEEP regulations with the assumption that certain variances from the regulations are granted. This alternative allows for the removal of all fences and the normal use and maintenance of the site. It is permanent and effective in the long-term as long as groundwater monitoring is performed, regular inspections of the cap are conducted and repairs are made if necessary to maintain its integrity. Groundwater monitoring will be performed for as long as impacted soil remains in place at the site and the data will be evaluated to ensure that groundwater impacts are not migrating offsite. The cost estimate for this alternative includes these long-term monitoring and maintenance costs. Additional remedial actions may be necessary if groundwater impacts were found to be migrating from the site; these costs are not included in the cost estimate. This alternative is the most effective in the short-term as it can be implemented within two to three construction seasons (assuming work occurs during the summer school recess).

xx This alternative is considered to be cost effective even if future groundwater monitoring indicates that additional remedial actions are required. Is this approach acceptable to the regulators? Risk-remedial approaches have been approved and/or accepted by the regulatory agencies at other sites with similar environmental impacts. Thus, this alternative is likely to be acceptable to regulators as long as long-term groundwater monitoring and cap inspections and repairs are performed and reported to regulators on a routine basis. This determination will be made until after public comments are received on this proposed approach. This process will take time and involve significant regulatory review. The regulatory agencies encourage community input and acceptance and include that process in their review of proposed remedial alternatives. Will the community have input to this process? Public acceptance is an important component to the evaluation of remedial criteria. A public communication program has been ongoing and continues to be implemented. The goal of the communication program for the Feasibility Study is to explain remedial alternatives evaluated, the reasons for selecting one alternative, and to develop community acceptance. A public open house and meeting was held on March 6, 2013. This provided an opportunity for the public to make comments and ask questions. Further, the Greenwich Public Schools Board of Education will meet on April 4, 2013 (7:00pm in the Cos Cob School cafeteria). This meeting will include a public hearing and a presentation by AECOM on the results of the Feasibilty Study. In addition, an online opportunity to submit questions and comments on the environmental study and Feasibility Study has been provided on the Greenwich Public Schools website. This public comment opportunity will remain available through April 30. Follow this link to submit questions or comments on the Reports released today: http://www.greenwichschools.org/page.cfm?p=10915 Responses to these questions and comments will be posted on the website and will also be provided to federal and state regulators for their consideration. What happens next? The sampling activities completed to date have provided a good understanding of the Site. These activities and the associated data are presented in the Remedial Investigation report. The data from the Remedial Investigation have been used to evaluate potential risks to human health and the environment via the Human Health Risk Assessment and the Screening Level Ecological Risk Assessment. These documents are all available for review on the website, and Project Updates (such as this one) have been prepared to explain the documents to the community in a condensed format. A Feasibility Study has also been completed. This study, discussed in this Project Update, identifies and evaluates remedial (cleanup) alternatives for the Site, and includes estimates of the overall cost and schedule for the cleanup. This document is also available for review on the website. The Greenwich High School environmental study and remediation project is now in a period of public communication. The public is encouraged to ask questions and to comment on the investigation and remediation during the public comment period, which began on February 27, and will continue through April 30. Following completion of the comment period, a draft Remedial Action Plan will be prepared for the Site. This plan will provide a detailed description of the selected remedial alternative, cost and schedule. This plan will be provided to the public and discussed in a public forum, similar to the March 6 public meeting. A separate comment period will also be provided for this plan. After the public comment period on the Remedial Action Plan is complete, a final report will be prepared and submitted to federal and state regulators for review and approval. For all information requests, please contact: Kim Eves, Greenwich Public Schools Director of Communications 203-625-7415 or kim_eves@greenwich.k12.ct.us OR, please visit the website for further information: http://www.greenwichschools.org/ see link for GHS & MISA Environmental Testing & Reporting

Table 1 Summary of Remedial Option Evaluation, Schedule and Estimated Budget Most Stringent Criteria Self- Implementing Risk-Based Option 1 Risk-Based Option 2 Estimated Timeframe (number of summer construction seasons) 12+ 5+ 2 3+ 2+ Criteria Analysis Protects human health and the environment Will protect humans and animals on and near the site Meets federal and state regulations Meets federal and state environmental statutes, regulations and requirements Provides long-term effectiveness and is permanent Effects of the remediation will last Risk-Based Option 3 Reduces mobility, toxicity, and volume of contaminants through treatment 1 Reduces the harmful effects of the chemicals, their ability to spread, and the amount of impacted material present Provides short-term protection Will reduce site risks in the near term Will protect workers, residents, or the environment to hazards that could occur during cleanup Implementability Alternative is technically feasible Level of difficulty in performing the alternative Cost ($ Millions of Dollars) 120-180 50-80 7-12 27-45 13-20 Regulatory Agency Acceptance Likelihood of state and federal agencies accepting the alternative To be determined after the public comment period Community Acceptance What objections, suggestions, or modifications does the public offer during the To be determined after the public comment period comment period? Notes: 1 Soil excavation and removal for offsite disposal is considered as treatment for this criteria Good Average Poor

EAST PUTNAM AVENUE W ES T BRO T HE RS BRO O K FIELD #2 (GRASS) FIELD #1 FIELD #4 FIELD #3 FILL AREA RKING WEST PA LOT TENNIS COURTS FIELD #6 GYM FIELD #5 (GRASS) FIELD #7 PO O L SCIEN CE WING SOUTHEAST ARSENIC AREA N/ S H E LD O M FO L S O MEDIA C EN T ER NORTH PARKING LOT T ST U D EN C EN T ER SO U T H PAR KING LO T CIDER MILL POND C A N TO R Path: J:\Indl_Service\Project Files\Greenwich_High_School\GIS\Projects\Remedial_Investigation_Report\Site_Plan.mxd C LA R K / B E L LA H S I LL ID E RO AD LEGEND Fill Area Southeast Arsenic Area Property Boundary GREENWICH HIGH SCHOOL 10 HILLSIDE ROAD GREENWICH, CT SCALE: AECOM Environment 500 ENTERPRISE DR, STE 1A ROCKY HILL, CT 06067 (860) 263-5800 www.aecom.com 0 40 80 160 1" = 80 SCALE 240 Feet JOB MAP 1 FILE NO. SITE PLAN CAD FILE SOURCE: 2010 AERIAL ORTHOPHOTO FROM STATE OF CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION. SHEET UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION JANUARY 2013 60225155