United States v. P.H. Glatfelter Company

768 F.3d 662, 79 ERC (BNA) 1177, 2014 U.S. App. LEXIS 18436, 2014 WL 4755483
CourtCourt of Appeals for the Seventh Circuit
DecidedSeptember 25, 2014
Docket13-2436, 13-2441
StatusPublished
Cited by27 cases

This text of 768 F.3d 662 (United States v. P.H. Glatfelter Company) is published on Counsel Stack Legal Research, covering Court of Appeals for the Seventh Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
United States v. P.H. Glatfelter Company, 768 F.3d 662, 79 ERC (BNA) 1177, 2014 U.S. App. LEXIS 18436, 2014 WL 4755483 (7th Cir. 2014).

Opinion

TINDER, Circuit Judge.

Today we issue two decisions related to the cleanup of the Lower Fox River and Green Bay Superfund Site in northeastern Wisconsin. This decision addresses a claim brought by the United States to enforce a 2007 unilateral administrative order issued by the Environmental Protection Agency (EPA) under § 106 of the Comprehensive Environmental Response, Compensation, and Liability Act of 1980 (CERCLA), 42 U.S.C. § 9606. 1 EPA’s 2007 order directs several potentially responsible parties (PRPs) to clean up the portion of the Site downstream of Little Lake Butte des Morts. Some of the issues relevant to the government’s claim to enforce EPA’s order were resolved on summary judgment, then the district court held a bench trial. After trial, the court ruled in favor of the government and entered a declaratory judgment and permanent injunction requiring the PRPs to comply with EPA’s order.

Four PRPs appealed — NCR Corporation, P.H. Glatfelter Company, Menasha Corporation, and WTM I Company — and their appeals were consolidated. However, shortly after oral argument, the government lodged in the district court a proposed consent decree that would resolve its claims against Menasha and WTM. Thus, we have deconsolidated the appeals of those two PRPs, and we will resolve only the appeals of NCR and Glatfelter in this opinion. For the reasons that follow, we affirm in part and reverse in part.

I. BACKGROUND

The Superfund Site at issue encompasses both the Lower Fox River and Green Bay. The history of the Site is more fully described in our contemporaneously issued opinion in NCR Corp. v. George A. Whiting Paper Co., No. 13-2447, 768 F.3d 682, 2014 WL 4755491 (7th Cir. Sept. 25, 2014). For now, suffice it to say that several paper mills discharged wastewater containing polychlorinated biphenyls (PCBs) into the River from the mid-1950s through the 1970s, and since 1998, the Site has been the subject of massive remedial efforts conducted pursuant to CERCLA.

The Lower Fox River begins at the outlet of Lake Winnebago and flows northeast for approximately 39 miles before it enters Green Bay. In 1998, EPA began working with the Wisconsin Department of Natural Resources (WDNR) to develop a remedial plan for the Site. As part of that plan, the Site was divided into five geographic sections, or “operable units,” which are used “when phased analysis and response is necessary or appropriate given the size or complexity of the site.” 40 C.F.R. § 300.430(a)(l)(ii)(A). Operable Unit 1 or “OU1” runs from the outlet of Lake Winnebago to the Appleton Dam, a stretch of the River also known as Little Lake Butte des Morts; OU2 runs from the Appleton Dam to the Little Rapids Dam; OU3 runs from the Little Rapids Dam to the De Pere Dam; OU4 runs from the De Pere Dam to the mouth of the River at Green Bay; and OU5 is Green Bay itself. Only OU2-OU5 are at issue here, as the cleanup *666 of 0U1 was litigated separately and carried out pursuant to a consent decree, The Site and its operable units are shown in the figure below, which is taken from the agencies’ 2007 record of decision amendment.

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NCR and Glatfelter are PRPs under CERCLA § 107(a), 42 U.S.C. § 9607(a), because they or their corporate predecessors formerly owned and operated paper mills that discharged wastewater containing PCBs into the River. NCR is responsible for two mills that produced carbonless copy paper using an emulsion containing PCBs and then discharged PCB-contaminated wastewater into OU2. Glatfelter is responsible for a mill that re cycled scraps of carbonless copy paper unusable by the original manufacturer and then discharged PCB-contaminated wastewater into OU1.

In 2002, EPA and WDNR issued a record of decision (ROD) that selected a remedy for OU1-OU2. That remedy called for the dredging of approximately 784,000 cubic yards of sediment in OU1 but was limited to monitored natural recovery in OU2, with the exception of some dredging in Deposit DD at the downstream end of OU2 that would be undertaken as part of the OU3 remedy. In 2003, EPA and WDNR issued a second ROD, which se *667 lected a remedy for OU3-OU5. That remedy called for the dredging of approximately 9,000 cubic yards of sediment in Deposit DD at the downstream end of OU2, approximately 586,800 cubic yards of sediment in OU3, and approximately 5,880,000 cubic yards of sediment in OU4. For OU5, the remedy was limited to monitored natural recovery, with the exception of some dredging near the mouth of the River.

In the years that followed, Glatfelter and other OU1 PRPs agreed to perform the necessary remedial design and action in OU1. Meanwhile, NCR and one other PRP agreed to perform the remedial design work for OU2-OU5. In 2007, based on information obtained during the full-scale remediation activities in OU1 and the remedial design work for OU2-OU5, the agencies decided to amend the ROD for OU2-OU5. The agencies determined that the all-dredging remedy they previously selected would not sufficiently reduce PCB concentrations in OU2-OU5 and that an approach that utilized capping or sand covering in some areas would cure that deficiency. The agencies also determined that capping and sand covering would be less expensive than dredging and that a remedy incorporating those methods would therefore be more cost effective. Ultimately, the agencies adopted a hybrid remedy, which maintained dredging as the default approach but allowed for capping and sand covering where certain design criteria were met.

In November 2007, EPA issued a unilateral administrative order pursuant to CERCLA § 106(a), 42 U.S.C. § 9606(a), directing the PRPs to conduct the cleanup required by the ROD amendment for OU2-OU5. Thereafter, NCR led the remedial efforts in OU2 and OU3 and conducted a significant amount of remedial action in OU4. Even so, NCR maintained that it should not be responsible for all of the cleanup costs. Thus, in 2008, it filed an action seeking contribution from the other PRPs. In response, the other PRPs filed counterclaims seeking contribution from NCR. Near the end of 2009, the district court ruled against NCR on its claim for contribution, and in 2011, it ruled in favor of the other PRPs on their counterclaims, holding that NCR was required to reimburse them for their response costs.

Meanwhile, in 2010, the agencies determined that they had significantly underestimated the costs associated with the cleanup of OU2-OU5. Thus, they published an explanation of significant differences, which adjusted their estimated total project costs for OU2-OU5 by about 62 percent, from about $432 million to about $701 million. 2

Shortly after the district court held that NCR was required to reimburse the other PRPs for their response costs, NCR decided that it would no longer comply with EPA’s 2007 order.

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Bluebook (online)
768 F.3d 662, 79 ERC (BNA) 1177, 2014 U.S. App. LEXIS 18436, 2014 WL 4755483, Counsel Stack Legal Research, https://law.counselstack.com/opinion/united-states-v-ph-glatfelter-company-ca7-2014.