Toxics Action Center, Inc. v. Casella Waste Systems, Inc.

CourtDistrict Court, D. New Hampshire
DecidedAugust 11, 2021
Docket1:18-cv-00393
StatusUnknown

This text of Toxics Action Center, Inc. v. Casella Waste Systems, Inc. (Toxics Action Center, Inc. v. Casella Waste Systems, Inc.) is published on Counsel Stack Legal Research, covering District Court, D. New Hampshire primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Toxics Action Center, Inc. v. Casella Waste Systems, Inc., (D.N.H. 2021).

Opinion

UNITED STATES DISTRICT COURT FOR THE DISTRICT OF NEW HAMPSHIRE

Toxics Action Center, Inc. & Conservation Law Foundation

v. Case No. 18-cv-393-PB Opinion No. 2021 DNH 123 Casella Waste Systems, Inc. & North Country Environmental Services, Inc.

MEMORANDUM AND ORDER In this citizen-suit enforcement action, two non-profit environmental organizations have sued Casella Waste Systems, Inc. ("Casella") and its subsidiary, North Country Environmental Services, Inc. ("NCES") for violating the Clean Water Act ("CWA") by discharging pollutants into the Ammonoosuc River without a permit. The principal issue presented by the parties' cross-motions for summary judgment is whether a surface water channel at the landfill site that carries pollutants into the river is a "point source" as that term is used in the CWA. Because I conclude that facts material to the resolution of this issue remain in genuine dispute, I deny the cross-motions. I. BACKGROUND NCES owns and operates a solid waste landfill on a 61-acre site in Bethlehem, New Hampshire. The site lies a few hundred yards south of the Ammonoosuc.1 The landfill has been in operation since the 1970s and has gone through multiple stages of development. The first waste disposal facility on the site was a five- acre, unlined landfill that a local resident started in 1976 by

depositing solid waste into an excavated gravel pit. That waste eventually leached contaminants into the groundwater beneath the site, forming a contaminant plume. The contamination was first detected in the early 1980s. In the late 1980s, the New Hampshire Department of Environmental Services ("NHDES") granted a permit to a predecessor of NCES to construct an eighteen-acre, double-lined landfill on the site. As a condition of that permit, NHDES required defendants' predecessor to remove all solid waste and stained soil from the unlined landfill. After the excavation was completed in 1993, a doubled-lined landfill was constructed over the site of the unlined landfill. NHDES also required the

installation of a network of groundwater monitoring wells between the site of the unlined landfill and the river to detect and monitor contaminants.

1 The Ammonoosuc begins at the Lake of the Clouds on the western slopes of Mount Washington and flows into the Connecticut River in Haverhill, New Hampshire. In 1994, a subsidiary of Casella acquired the stock of the corporation that then owned and operated the landfill and changed the name of the company to NCES. The following year, NHDES established a Groundwater Management Zone ("GMZ") at the site to monitor the migration and attenuation of the contaminant

plume. NCES has been reporting the results of that monitoring to NHDES three times per year for the past twenty-seven years. Groundwater underneath and near the landfill flows to the northeast, towards the Ammonoosuc. The groundwater naturally emerges on the embankment above the river in a network of seeps and springs, the largest of which is called the "Main Seep." Water emerging from the Main Seep has created a channel that runs down the slope and discharges into the Ammonoosuc. This surface water channel, referred to as the "Drainage Channel," is between one and five feet wide and is approximately 370 feet long.2 The flow down the Drainage Channel occurs at all times at an estimated rate of 50-100 gallons per minute. The Main Seep,

the Drainage Channel, and the Channel’s confluence with the Ammonoosuc River are all located within the GMZ.

2 The term "Drainage Channel," which plaintiffs have embraced, appears in some correspondence between defendants and NHDES. Although defendants maintain that the term is inaccurate and argumentative, they, too, use it in their briefing simply to avoid confusion. Elevated levels of iron and manganese have been detected consistently in the Main Seep and the Drainage Channel since GMZ monitoring began.3 Since March 2013, elevated levels of both metals have been detected in all water samples taken at the lower end of the Drainage Channel, about 20-25 feet from the

point where it discharges into the Ammonoosuc. On all but three occasions during that period, water samples collected from the Ammonoosuc downstream from the Drainage Channel had higher levels of iron and manganese than water samples taken upstream from the Drainage Channel. Iron and manganese are constituents of leachate generated at the landfill but they also occur naturally in the soil at the site. Contamination from the former unlined landfill has increased the levels of these metals in the groundwater that emerges at the Main Seep. The leachate has consumed oxygen present in the groundwater and altered geochemistry at the site in a way that causes naturally occurring iron and manganese in

the soil to be more easily released into the groundwater than would otherwise be the case under normal conditions. When the groundwater emerges at the Main Seep, the two metals precipitate out of solution as they are exposed to oxygen in the air. Over

3 In the 1990s, NCES also regularly detected elevated levels of multiple volatile organic compounds ("VOCs"). The last time VOCs were detected at the Main Seep was in July 2005. time, these precipitates accumulated in the beds of the Main Seep and the Drainage Channel, creating rust-colored sediments. As a condition of renewing the landfill's Groundwater Permit in 2002, NHDES required NCES to investigate and submit "[o]ptions for remediation of water quality" in the Main Seep

and the Drainage Channel, "including reduction of manganese and iron concentrations and elimination of iron bacteria deposits." Doc. No. 94-19 at 4. In response, NCES submitted a report to NHDES designed "to provide an evaluation of remedial options to reduce manganese and iron concentrations and bacteria deposits at the Main Seep." Doc. No. 99-1 at 1. This report presented a range of options for addressing water conditions, including chemical treatment of the groundwater and physical measures such as intercepting the groundwater upgradient from the Main Seep and pumping it either back to the landfill for discharge or directly to the river via above-ground piping. The report concluded that none of the identified options were feasible and

instead recommended physically removing the rust-colored sediments and taking "[a]dditional measures to improve the course" of the Drainage Channel to facilitate periodic cleanup in the future. Doc. No. 99-1 at 15. In addition to remediating the appearance of the Drainage Channel, the report highlighted "[a]nother important benefit of this alternative": [T]he removal of iron and manganese that occurs during flow down the [Drainage Channel] would continue, thereby limiting the mass loading of iron and manganese to the river. This alternative recognizes that the course of the [Drainage Channel] provides treatment for removal of iron and manganese before ultimate discharge of the [Main] Seep to the river. Doc. No. 99-1 at 16. In 2010, NCES implemented this alternative, calling it the "Seep Restoration" project. NCES excavated approximately 176 tons of contaminated sediment from the Main Seep and the Drainage Channel using suction dredging techniques. The sediment ranged from several inches to several feet in depth. After the excavation was complete, woody debris and logs of a specific size were permanently installed in particular locations in the Drainage Channel to manage the velocity of the waterflow and to reduce "channel erosion and subsequent downstream sedimentation." Doc. No. 94-15 at 9. In addition, a "non-woven geotextile" made of synthetic, nonbiodegradable material was installed on the bed of the Main Seep and covered by a layer of gravel. Doc. No. 94-15 at 9.

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