United States v. NCR Corporation

CourtCourt of Appeals for the Seventh Circuit
DecidedSeptember 25, 2014
Docket13-2441
StatusPublished

This text of United States v. NCR Corporation (United States v. NCR Corporation) 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. NCR Corporation, (7th Cir. 2014).

Opinion

In the

United States Court of Appeals For the Seventh Circuit ____________________ Nos. 13-2436 & 13-2441 UNITED STATES OF AMERICA, Plaintiff-Appellee,

v.

P. H. GLATFELTER COMPANY and NCR CORPORATION, Defendants-Appellants. ____________________

Appeal from the United States District Court for the Eastern District of Wisconsin. No. 1:10-cv-00910-WCG — William C. Griesbach, Chief Judge. ____________________

ARGUED FEBRUARY 28, 2014 — DECIDED SEPTEMBER 25, 2014 ____________________

Before WOOD, Chief Judge, and KANNE and TINDER, Circuit Judges. TINDER, Circuit Judge. Today we issue two decisions relat- ed to the cleanup of the Lower Fox River and Green Bay Su- perfund Site in northeastern Wisconsin. This decision ad- dresses a claim brought by the United States to enforce a 2007 unilateral administrative order issued by the Environ- mental Protection Agency (EPA) under § 106 of the Com- 2 Nos. 13-2436 & 13-2441

prehensive 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 Lit- tle 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 rea- sons 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 ful- ly described in our contemporaneously issued opinion in NCR Corp. v. George A. Whiting Paper Co., No. 13-2447 (7th Cir. Sept. 25, 2014). For now, suffice it to say that several pa- per mills discharged wastewater containing polychlorinated

1 In the same action, the United States and the State of Wisconsin have brought claims to recover response costs and natural resource damages un- der § 107 of the CERCLA, 42 U.S.C. § 9607. Those claims are pending in the district court and are not at issue here. Nos. 13-2436 & 13-2441 3

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 Winne- bago 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 de- velop 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)(1)(ii)(A). Operable Unit 1 or “OU1” runs from the outlet of Lake Winnebago to the Ap- pleton 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 it- self. Only OU2–OU5 are at issue here, as the cleanup of OU1 was litigated separately and carried out pursuant to a con- sent decree. The Site and its operable units are shown in the figure below, which is taken from the agencies’ 2007 record of decision amendment. 4 Nos. 13-2436 & 13-2441

NCR and Glatfelter are PRPs under CERCLA § 107(a), 42 U.S.C. § 9607(a), because they or their corporate predeces- sors formerly owned and operated paper mills that dis- charged wastewater containing PCBs into the River. NCR is responsible for two mills that produced carbonless copy pa- per using an emulsion containing PCBs and then discharged PCB-contaminated wastewater into OU2. Glatfelter is re- sponsible for a mill that recycled scraps of carbonless copy Nos. 13-2436 & 13-2441 5

paper unusable by the original manufacturer and then dis- charged 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 selected a remedy for OU3–OU5. That remedy called for the dredging of approxi- mately 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 per- form 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 con- centrations in OU2–OU5 and that an approach that utilized capping or sand covering in some areas would cure that de- ficiency. The agencies also determined that capping and sand covering would be less expensive than dredging and that a remedy incorporating those methods would therefore 6 Nos. 13-2436 & 13-2441

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 administra- tive 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 signifi- cant amount of remedial action in OU4. Even so, NCR main- tained 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 coun- terclaims 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.

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