Rhode Island Superfund Site: Peterson/Puritan, Inc.
Fight Air Pollution & Water Pollution With an Environmental Toxic Tort Lawsuit
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Do you need a Toxic Tort Attorney in The Ocean State? The U.S. E.P.A. has designated Peterson/Puritan, Inc. in Rhode Island as a Superfund site due to its levels of enviromental contamination and harm to the natural world. You can read the report for the site below.
Some Superfund sites are on the National Priority Site Lists. The National Priorities List ("NPL") is the list of hazardous waste sites in the United States eligible for long-term remedial action financed under the federal Superfund program. Environmental Protection Agency regulations outline a formal process for assessing hazardous waste sites and placing them on the NPL. The NPL is intended primarily to guide the EPA in determining which sites warrant further investigation.
Sites are listed on the NPL upon completion of Hazard Ranking System (HRS) screening, public solicitation of comments about the proposed site, and after all comments have been addressed. EPA may delete a final NPL site if it determines that no further response is required to protect human health or the environment. Sites where a remediation was completed through the Superfund program are typically deleted from the NPL.
Living near Superfund Sites in Rhode Island may place you and your communtiy more vulnerable to developing a disease from proximity to the site and experiencing a loss of value for your property, but action is being taken to fight back: The EPA says,
[We have] set up a "Post Construction Completion" (or PCC) strategy to ensure that Superfund response actions provide for the long-term protection of human health and the environment. EPA's Post Construction Completion activities also involve optimizing remedies to increase effectiveness and/or reduce cost without sacrificing long-term protection of human health and the environment.
Regardless, most of the Superfund sites are still very dangerous to the well-being of those near-by.
By choosing Weitz & Luxenberg, you can trust the legal passion of skilled Toxic Tort lawyers who will help fight back against polluters and win you and your community the financial compensation and remediation to which you are entitled.Below you can read the EPA report for the Peterson/Puritan, Inc. Superfund site. If you, a loved one, or someone in your community has gotten sick due to exposure to a Superfund site Peterson/Puritan, Inc., or if your property has lost value because of contamination, you are better off with a toxic tort attorney who knows the people of the State of Rhode Island . Get started by filling out this simple form. There is no obligation, and your case will be evaluated within one business day. To refer a friend, neighbor, or loved one, follow this link to let them know about the environmental toxic tort lawyers at Weitz & Luxenberg.
Peterson/Puritan, Inc.
This site is not a Federal Facility.
Site Type: Long Term/National Priorities List (NPL)
PETERSON/PURITAN, INC.
Cumberland and Lincoln, Rhode Island
Providence County
| Street Address: | MARTIN ST |
| Zip Code: | 02864 |
Congressional District(s): | 01 |
| EPA ID #: | RID055176283 |
| Site ID #: | 0101247 |
| Site Aliases: | Blackstone Valley, Blackstone River, J. M. Mills Landfill (for Operable Unit 2)
|
Street Address:
MARTIN ST
Zip Code:
02864
Congressional
District(s):
01
EPA ID #:
RID055176283
Site ID #:
0101247
Site Aliases:
Blackstone Valley, Blackstone River, J. M. Mills Landfill (for Operable Unit 2)
Site Responsibility:
Federal, Potentially Responsible Parties
NPL LISTING HISTORY
Proposed Date
12/30/1982
Final Date
09/08/1983
Initial Action
In 1992, a fence was constructed to restrict access to the J.M. Mills landfill (OU2) and drums containing contaminated materials were removed from the base of the landfill. In November 1997, a second action was taken to address recently disposed of asbestos containing wastes found outside of the fenced area. The security fence was extended to limit further dumping and maintain access restrictions at this portion of the Site.
Operable Unit 1
Parties potentially responsible at OU1 completed investigating the extent of contamination in 1993. In late 1993, after evaluating cleanup alternatives, the EPA selected final cleanup remedies in a Record of Decision (ROD) to address the primary sources of contamination at two areas: the CCL-Area and the PAC-Area. The remedy for the CCL-Area included soil vapor extraction to clean soils surrounding a tank farm, pumping and treating a contaminated groundwater plume emanating from the tank farm, and pumping groundwater downgradient from the tank farm into the local sewer system. For the PAC-Area, the leach fields were excavated and in-place oxidation was used to reduce arsenic concentrations in groundwater. The EPA also requires monitoring of contaminant levels in groundwater to ensure that each of the cleanup efforts is effective. All design activities were completed as of May 1996. Phased construction of the selected remedies began in the fall of 1995 and were completed in January 1997. After a start up period, all remediation systems have been operating as designed since July 1997. Operation and maintenance of these remedial systems will continue until the EPA determines that containment concentrations are within EPA's acceptable risk range. The estimated time frame for this to occur is between 4 and 12 years.
Operable Unit 2
The Remedial Investigation/Feasibility Study (RI/FS) is ongoing. This investigation will provide the data necessary to address the nature and extent of contamination at the J.M. Mills landfill and its surroundings. The initial field investigation work plans have been finalized and full scale field operations have taken place during the 2003 and 2004 summer months. Data summary reports are expected to be submitted in early 2005. Following completion of this study, a final cleanup remedy will be selected.
First Five Year Review
The five-year review for Operable Unit 1 found that: 1) the remedy was constructed in accordance to the requirements of the ROD, 2) institutional controls have not been implemented on all affected properties, 3) remediation of the ground water at the PAC source area to drinking water standards for arsenic within the ROD-designated cleanup time frames will not likely be achieved, and 4) further assessment of the ground water is necessary. The remedy for OU1 currently protects human health and the environment in the short term, however, the remedy can not be deemed protective in the long term until follow-up actions are taken.
Until additional information becomes available through the Remedial Investigation and Feasibility Study, the protectiveness determination for OU2 was deferred.
For the Mackland Farm/Kelly House property, further consideration for investigation into the nature and extent of the ground water contamination remains in the planning stage and EPA no longer considers the Ashton Mill Property to be a part of the Peterson/Puritan Superfund Site.
Site Reuse Planning
In the summer of 2002, the Towns of Cumberland and Lincoln, Rhode Island were granted funds from the U.S.Environmental Protection Agency (EPA) under the Superfund Redevelopment Initiative (SRI) Pilot Grant to perform an analysis of the Ashton-Pratt Corridor. This analysis included: 1) evaluating existing land uses within the project area, including the Peterson/Puritan, Inc. Superfund Site, 2) determining the potential future land uses based on the needs and recommendations of the towns, citizens, property owners and users, and 3) developing a Redevelopment Plan (or "Reuse Plan") for the Ashton-Pratt Corridor. This plan was prepared by the municipalities and was completed in September 2004. The Redevelopment Plan will assist EPA in obtaining the information needed to appropriately assess the Site, establish cleanup goals, and provide, to the extent feasible, an appropriate and protective remedy based upon the reasonably anticipated future land use.
Enforcement Highlights
After a preliminary investigation in 1982, the EPA identified the Peterson/Puritan, Inc. facility as the major source of the contamination in the Quinnville Well Field. The Town of Lincoln filed a lawsuit against Peterson/Puritan, Inc. based on these findings. In 1984, the company reached a settlement with Lincoln and assisted with the cost of the town's new water supply. The company also installed a recovery well on its property for the purpose of capturing contaminated groundwater underlying its property. In 1987, an Administrative Order by Consent (AOC) was issued to Peterson/Puritan, Inc. to take over the site investigation from the EPA. In 1995, five defendants settled with EPA and the State to pay past costs and conduct the cleanup of Operable Unit 1. Negotiations for Operable Unit 2 work commenced in 1998 calling for parties to conduct the site investigation and pay past costs. The parties entered into an amended AOC to conduct and finance the RI/FS for Operable Unit 2 in the summer of 2001 and the investigation is now underway. On October 21, 2004, EPA amended its AOC to include additional parties to help finance and perform the ongoing, OU2 RI/FS.
Disclaimer
Instructions about PDF
Peterson/Puritan Superfund Site Study Area Map nbsp
Operable Unit 2, Change in Boundary Configuration, 05/09/05 (1.02 MB) nbsp
Recent Press Releases about this project (if any) nbsp
EPA Begins Field Investigation, August 2003 nbsp
Final NPL Listing nbsp
Partial NPL Deletion nbsp
Administrative Record File for Partial Deletion of Operable Unit 2, February 24, 2005 (index links to 24 AR documents) nbsp
Administrative Record Index, OU01 Record of Decision (ROD), September 30, 1993 (2,474KB) nbsp
Preliminary Reuse Assessment, March 2002 nbsp
Five Year Review, September 26, 2002 (986KB) nbsp
Final Draft Community Relations Plan Update, Operable Unit 2, March 2003 (2,746KB) nbsp
Ashton-Pratt Corridor Redevelopment Plan, Cumberland and Lincoln, Rhode Island, July 2004 (opening file is 2,054KB with links to four additional PDF files) nbsp
Blackstone River Visioning Report, October 2004 (opening file is 1,979KB with links to two additional PDF files) nbsp
View Records of Decision (RODS) on-line (EPA HQ) nbsp
NPL Site Narrative at Listing: nbsp
"Behind the Scenes" Fact Sheet nbsp
"Do's and Don'ts for the Blackstone River" brochure (2.4MB) nbsp
[Back to Top
EPA Remedial Project Manager:
David J. Newton
Address:
1 Congress Street Suite 1100 (HBO)
Boston, MA 02114-2023
Phone #:
(617) 918-1243
E-Mail Address:
newton.dave@epa.gov
EPA Community Involvement Coordinator:
Sarah White
Address:
1 Congress Street Suite 1100 (HIO)
Boston, MA 02114-2023
Phone #:
(617) 918-1026
E-Mail Address:
white.sarah@epa.gov
State Agency Contact:
Louis R. Maccarone II, Engineer
Address:
Office of Waste Management
RI Dept. of Environmental Management
235 Promenade St., Suite 380
Providence, RI 02908
Phone #:
401-222-4700, ext. 7142
E-Mail Address:
lmaccaro@dem.state.ri.us
Site Attorney (OU1)
Lloyd Selbst
Address:
1 Congress Street Suite 1100 (SEL)
Boston, MA 02114-2023
Phone #:
617-918-1739
E-Mail Address:
selbst.lloyd@epa.gov
Site Attorney (OU2)
Michelle Lauterback
Address:
1 Congress Street Suite 1100 (SES)
Boston, MA 02114-2023
Phone #:
617-918-1774
E-Mail Address:
lauterback.michelle@epa.gov
Threats and Contaminants
In Operable Unit 1, groundwater is contaminated with chlorinated solvents, volatile organic compounds (VOCs) including: 1,2 dichloroethene, trichloroethene, acetone and benzene, phthalates, and heavy metals such as arsenic. Operable Unit 2 includes soils along the river which are contaminated with polychlorinated biphenyls (PCBs), polyaromatic hydrocarbons (PAHs), and heavy metals. Surface water and sediments are contaminated with low concentrations of VOCs. People are at risk if they come into direct contact with or accidentally ingest contaminated groundwater, surface water, sediment, leachate, or soil. The Site is located in a flood plain which may cause surface water, sediments, plants, and animals to be impacted by contamination. Physical hazards that include metal parts, broken glass, and unstable demolition debris from inappropriate past landfilling operations are apparent along the river bank in the immediate area of the J.M. Mills landfill. Signs are maintained along this portion of the river bank to warn recreational users of the river of this concern. The landfill is fenced to deter trespassers from entering this area on foot.
Cleanup Approach
The site is being addressed in four stages: (a) by two distinct, but parallel, long-term remedial measures implemented to focus on the cleanup of OU1, (b) through initial response actions, and (c) through investigations of the J.M. Mills landfill, including the source of the Lenox Street well contamination, for OU2.
Response Action Status
| Initial Action | In 1992, a fence was constructed to restrict access to the J.M. Mills landfill (OU2) and drums containing contaminated materials were removed from the base of the landfill. In November 1997, a second action was taken to address recently disposed of asbestos containing wastes found outside of the fenced area. The security fence was extended to limit further dumping and maintain access restrictions at this portion of the Site. |
| Operable Unit 1 | Parties potentially responsible at OU1 completed investigating the extent of contamination in 1993. In late 1993, after evaluating cleanup alternatives, the EPA selected final cleanup remedies in a Record of Decision (ROD) to address the primary sources of contamination at two areas: the CCL-Area and the PAC-Area. The remedy for the CCL-Area included soil vapor extraction to clean soils surrounding a tank farm, pumping and treating a contaminated groundwater plume emanating from the tank farm, and pumping groundwater downgradient from the tank farm into the local sewer system. For the PAC-Area, the leach fields were excavated and in-place oxidation was used to reduce arsenic concentrations in groundwater. The EPA also requires monitoring of contaminant levels in groundwater to ensure that each of the cleanup efforts is effective. All design activities were completed as of May 1996. Phased construction of the selected remedies began in the fall of 1995 and were completed in January 1997. After a start up period, all remediation systems have been operating as designed since July 1997. Operation and maintenance of these remedial systems will continue until the EPA determines that containment concentrations are within EPA's acceptable risk range. The estimated time frame for this to occur is between 4 and 12 years. |
| Operable Unit 2 | The Remedial Investigation/Feasibility Study (RI/FS) is ongoing. This investigation will provide the data necessary to address the nature and extent of contamination at the J.M. Mills landfill and its surroundings. The initial field investigation work plans have been finalized and full scale field operations have taken place during the 2003 and 2004 summer months. Data summary reports are expected to be submitted in early 2005. Following completion of this study, a final cleanup remedy will be selected. |
| First Five Year Review | The five-year review for Operable Unit 1 found that: 1) the remedy was constructed in accordance to the requirements of the ROD, 2) institutional controls have not been implemented on all affected properties, 3) remediation of the ground water at the PAC source area to drinking water standards for arsenic within the ROD-designated cleanup time frames will not likely be achieved, and 4) further assessment of the ground water is necessary. The remedy for OU1 currently protects human health and the environment in the short term, however, the remedy can not be deemed protective in the long term until follow-up actions are taken. Until additional information becomes available through the Remedial Investigation and Feasibility Study, the protectiveness determination for OU2 was deferred.
For the Mackland Farm/Kelly House property, further consideration for investigation into the nature and extent of the ground water contamination remains in the planning stage and EPA no longer considers the Ashton Mill Property to be a part of the Peterson/Puritan Superfund Site. |
| Site Reuse Planning | In the summer of 2002, the Towns of Cumberland and Lincoln, Rhode Island were granted funds from the U.S.Environmental Protection Agency (EPA) under the Superfund Redevelopment Initiative (SRI) Pilot Grant to perform an analysis of the Ashton-Pratt Corridor. This analysis included: 1) evaluating existing land uses within the project area, including the Peterson/Puritan, Inc. Superfund Site, 2) determining the potential future land uses based on the needs and recommendations of the towns, citizens, property owners and users, and 3) developing a Redevelopment Plan (or "Reuse Plan") for the Ashton-Pratt Corridor. This plan was prepared by the municipalities and was completed in September 2004. The Redevelopment Plan will assist EPA in obtaining the information needed to appropriately assess the Site, establish cleanup goals, and provide, to the extent feasible, an appropriate and protective remedy based upon the reasonably anticipated future land use. |
| Enforcement Highlights | After a preliminary investigation in 1982, the EPA identified the Peterson/Puritan, Inc. facility as the major source of the contamination in the Quinnville Well Field. The Town of Lincoln filed a lawsuit against Peterson/Puritan, Inc. based on these findings. In 1984, the company reached a settlement with Lincoln and assisted with the cost of the town's new water supply. The company also installed a recovery well on its property for the purpose of capturing contaminated groundwater underlying its property. In 1987, an Administrative Order by Consent (AOC) was issued to Peterson/Puritan, Inc. to take over the site investigation from the EPA. In 1995, five defendants settled with EPA and the State to pay past costs and conduct the cleanup of Operable Unit 1. Negotiations for Operable Unit 2 work commenced in 1998 calling for parties to conduct the site investigation and pay past costs. The parties entered into an amended AOC to conduct and finance the RI/FS for Operable Unit 2 in the summer of 2001 and the investigation is now underway. On October 21, 2004, EPA amended its AOC to include additional parties to help finance and perform the ongoing, OU2 RI/FS. |
Environmental Progress
Alternate water supplies have provided safe drinking water to affected area residents, treatment systems are complete and operating at the primary source areas within Operable Unit 1. Access to the J.M. Mills landfill at Operable Unit 2 is also currently restricted while further investigations are being undertaken. The State has completed a linear park and bike path along the Blackstone River and Canal which incorporates a portion of the Site. The Blackstone River has been named as one of the nations Heritage Rivers and a national park has recently been established throughout the river corridor which incorporates the Site.
Current Site Status
Construction of the soil vapor extraction system and the groundwater extraction and treatment systems for the source areas at OU1 were completed in March 1998. The systems are maintained by the potentially responsible parties and CCL-Area system is removing contaminants from the soil and groundwater effectively. However, the PAC -Area treatment system, designed for reducing arsenic levels in groundwater, has been found to be ineffective in achieving the interim clean up standard of 50 ppb as presented in the Record of Decision (as well as the more stringent, newly promulgated arsenic standard of 10 ppb in groundwater). In the interim, EPA is requiring Institutional Controls for groundwater on all affected OU1 properties. A full remedial investigation at the J.M. Mills landfill and its surroundings is underway. The Blackstone River, which flows through the Site, is the subject of increasing public awareness and community focus for water quality improvements and restoration projects during recent years. Depicted in the picture below is the River (foreground) and bike path (background) as it passes through Operable Unit 1 in the immediate vicinity of the industrial park. This River segment now serves as a part of the regionally established Blackstone River canoe trail and is also stocked for sport fishing. In March 2002, EPA issued a document entitled "Preliminary Reuse Assessment" for the Site. Spawning from this activity, EPA, under the Superfund Redevelopment Initiative, entered into a cooperative agreement with the Towns of Cumberland and Lincoln in the fall of 2002 to pilot reuse planning for the Site. During September 2002, EPA issued the first Five-Year Review Report for the Site. In September 2004, the Town Council in Lincoln and Cumberland endorsed their reuse plan entitled the " Ashton-Pratt Corridor Redevelopment Plan" (see corresponding document link below).
Blackstone River and Bikeway immediately south of the Martin
Street Bridge (Operable Unit 1).
The headwaters of the Blackstone River originates in south-central Massachusetts and flows from Worcester, Massachusetts to the head of Narragansett Bay in Providence, Rhode Island. The Blackstone has a total length of 77 kilometers (48 miles) with a drainage area of 1400 square kilometers (540 square miles). Its watershed encompasses 24 communities and more than 350,000 acres, and includes the second and third largest cities in New England. The river is the second largest freshwater tributary to the Narragansett Bay. The Blackstone River is an important natural, recreational, and cultural resource to both Rhode Island and Massachusetts. The river is a Class B(1) (currently impaired) stream throughout the Site which has an established goal of "fishable and swimmable," and the State of Rhode Island has an overall objective to "restore impaired sections of the Blackstone River and its tributaries." The B1 classification indicates that while all Class B uses must be supported by water quality, primary contact recreation may be "impacted due to pathogens from approved waste water discharges (RI WQR, Rule 8(B)(1))." The Blackstone River Valley ground water classification within the Site is GAA-NA. The GAA classification, as designated by the Rhode Island Department of Environmental Management Rules and Regulations for Ground Water Quality, is defined as "those ground water resources which the Director has designated to be suitable for public drinking water use without treatment." The -NA classification is defined as "those areas that have pollutant concentrations greater than the ground water quality standards for the applicable classification." The ground water at and nearby to the Site remain as a viable potential drinking water resource.
Site Photos
Rhode Island Blackstone River Bikeway along western
edge of OU1 follows the historic tow path for the Blackstone Canal.
The Blackstone Canal was completed in 1828 and was designed to provide
transportation by barge of goods between Worcester MA and Providence, RI.
A series of 49 locks connected an elevation change of 438 ft over a distance
of 48 miles. This segment of the Canal from the Ashton Dam to the Pratt Dam
and passing through the Site is now a part of the canoe trail established for
recreational use within the Blackstone River Heritage Corridor.
Ground water treatment plant at CCL's facility, Martin St.
Looking south from OU1, towards the J.M. Mills Landfill (OU2),
which rises from the Blackstone River's east bank.
On top of the J.M. Mills Landfill, OU2 (exceeding 80 ft. in
elevation) looking north. Industrial park within OU1 in
background (right center), Blackstone River in valley below (left).
1987 photo (looking east) depicting the manipulation
of the Blackstone River by private sand and gravel extraction
and landfilling operations at the Un-named Island immediately
south of the J.M. Mills Landfill and a part of the OU2 investigation.
(Large excavator in operation at center of photo; Blackstone
River splits its flow around island; access to island is via the
Pratt Dam off photo to the right).
A view of the south access gate to the J. M. Mills Landfill
impacted by occasional flooding along the Blackstone River.
On these occasions, the river's flow is in direct contact with the
west slope of the landfill. (P&W Railroad passes immediately
to the east of the landfill).
Overlooking the Pratt Dam from the bike path during a
post flood event, this river control structure represents the
approximate southern extent of the Site.
Sampling for the OU2 RI/FS includes extensive testing of the water and
sediments from ponds, back channels, and the main stem of the Blackstone
River.
Ground water sampling conducted in 2003 for the OU2 RI/FS.
In the summer of 2004, a newly constructed bridge spans the Pratt Dam to link
the Blackstone River Bikeway from Lincoln to Cumberland, RI.
Links to Other Site Information | Disclaimer | Instructions about PDF |
Maps and Photos: | Peterson/Puritan Superfund Site Study Area Map nbsp | | |
| Operable Unit 2, Change in Boundary Configuration, 05/09/05 (1.02 MB) nbsp | | |
| | |
Newsletters & Press Releases: | Recent Press Releases about this project (if any) nbsp | | |
| | |
| EPA Begins Field Investigation, August 2003 nbsp | | |
| | |
Federal Register Notices: | Final NPL Listing nbsp | | |
| Partial NPL Deletion nbsp | | |
| | |
Administrative Records: | Administrative Record File for Partial Deletion of Operable Unit 2, February 24, 2005 (index links to 24 AR documents) nbsp | | |
| Administrative Record Index, OU01 Record of Decision (ROD), September 30, 1993 (2,474KB) nbsp | | |
| | |
Reports and Studies: | Preliminary Reuse Assessment, March 2002 nbsp | | |
| Five Year Review, September 26, 2002 (986KB) nbsp | | |
| Final Draft Community Relations Plan Update, Operable Unit 2, March 2003 (2,746KB) nbsp | | |
| Ashton-Pratt Corridor Redevelopment Plan, Cumberland and Lincoln, Rhode Island, July 2004 (opening file is 2,054KB with links to four additional PDF files) nbsp | | |
| Blackstone River Visioning Report, October 2004 (opening file is 1,979KB with links to two additional PDF files) nbsp | | |
| | |
Decision Documents: | View Records of Decision (RODS) on-line (EPA HQ) nbsp | | |
Other Links: | NPL Site Narrative at Listing: nbsp | | |
| "Behind the Scenes" Fact Sheet nbsp | | |
| "Do's and Don'ts for the Blackstone River" brochure (2.4MB) nbsp | | |
| | |
Site Repositories
Cumberland Public Library, 1464 Diamond Hill Road, Cumberland, RI 02864 and the Lincoln Public Library, Old River Road, Lincoln, RI 02685
EPA New England Records Center, One Congress Street, Boston, MA 02114 (617) 918-1440
| EPA Remedial Project Manager: | David J. Newton |
| Address: | 1 Congress Street Suite 1100 (HBO) Boston, MA 02114-2023 |
| Phone #: | (617) 918-1243 |
| E-Mail Address: | newton.dave@epa.gov |
| |
| |
| |
| |
| EPA Community Involvement Coordinator: | Sarah White |
| Address: | 1 Congress Street Suite 1100 (HIO) Boston, MA 02114-2023 |
| Phone #: | (617) 918-1026 |
| E-Mail Address: | white.sarah@epa.gov |
| |
| State Agency Contact: | Louis R. Maccarone II, Engineer |
| Address: | Office of Waste Management RI Dept. of Environmental Management 235 Promenade St., Suite 380 Providence, RI 02908 |
| Phone #: | 401-222-4700, ext. 7142 |
| E-Mail Address: | lmaccaro@dem.state.ri.us |
| |
| Site Attorney (OU1) | Lloyd Selbst |
| Address: | 1 Congress Street Suite 1100 (SEL) Boston, MA 02114-2023 |
| Phone #: | 617-918-1739 |
| E-Mail Address: | selbst.lloyd@epa.gov |
| |
| Site Attorney (OU2) | Michelle Lauterback |
| Address: | 1 Congress Street Suite 1100 (SES) Boston, MA 02114-2023 |
| Phone #: | 617-918-1774 |
| E-Mail Address: | lauterback.michelle@epa.gov |
source: U.S. Environmental Protection Agency
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Peterson/Puritan, Inc.
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