Cunningham v. City of Chesapeake

Supreme Court of Virginia·Decided November 5, 2004·No. 040002·Published

Opinion

PRESENT: Hassell, C.J., Lacy, Keenan, Koontz, Lemons, and Agee, JJ., and Compton, S.J.

CITY OF CHESAPEAKE v. Record No. 032974

HELEN CUNNINGHAM OPINION BY

JUSTICE G. STEVEN AGEE

November 5, 2004

HELEN CUNNINGHAM

v. Record No. 040002 CITY OF CHESAPEAKE

FROM THE CIRCUIT COURT OF THE CITY OF CHESAPEAKE Norman Olitsky, Judge

Helen Cunningham filed a thirteen-count motion for judgment against the City of Chesapeake (“the City”) alleging that her August 30, 1998, miscarriage was caused by toxic water supplied by the City. Counts I through IX of the motion for judgment allege breach of contract, breach of warranty, battery, negligence, nuisance, trespass and violation of the Virginia Consumer Protection Act. Claims X through XIII allege claims of

fraud. Cunningham claimed compensatory damages of $5,000,000

1

and punitive damages of $1,000,000. In response, the City

1 Cunningham is lead plaintiff of a combined group of 214 plaintiffs who allege that their miscarriages were caused by exposure to trihalomethanes in the City’s water on various dates from 1984 through 2000. These cases were combined for pretrial proceedings under the Virginia Multiple Claimants Litigation Act, Code § 8.01-267.1, et seq. Each plaintiff requested compensatory and punitive damages. The circuit court originally

entered special pleas of sovereign immunity and the statute of limitations.

The trial court sustained the plea of the statute of limitations as to Counts I through IX and dismissed those claims with prejudice. The trial court overruled the plea as to Counts X through XIII, denied the City’s claim of sovereign immunity, and refused to dismiss Cunningham’s prayer for punitive damages. Pursuant to Code § 8.01-267.8(B), the trial court made the requisite findings enabling the parties to proceed with an interlocutory appeal of the trial court’s judgment.

The City assigned error to the trial court’s denial of its special pleas of sovereign immunity and the statute of limitations as well as the refusal to strike Cunningham’s prayer for punitive damages. Cunningham assigned error to the dismissal of her non-fraud claims. We awarded the respective parties appeals as to all these issues and consolidated the cases for hearing.

I. BACKGROUND

Shortly after the City was formed in 1963, it commissioned engineering studies to find a reliable water source that would sustain future development. At that time, the City purchased most of its municipal water supply from the Cities of Norfolk

designated Merri Abernethy as the lead plaintiff; however, she nonsuited her case, and the court substituted Helen Cunningham as lead plaintiff.

and Portsmouth, which was expensive and potentially inadequate. This study recommended the Northwest River as a source of drinking water.

In May 1975, the U.S. Army Corps of Engineers granted the City a permit to withdraw water from the Northwest River and construct the Northwest River Treatment Plant (“the Plant”). The Plant was a conventional water treatment plant employing chlorine as a disinfectant, and its design was approved in 1977 by the Virginia Department of Health. The Plant supplies most of the City’s municipal water.

While the Plant was typical of its era, the Northwest River was an atypical water source, with then undiscovered problems. The river has high organic carbon levels. When chlorine, a commonly used water purification chemical, is added it reacts with the naturally occurring organic matter in the water to form large amounts of trihalomethanes (“THMs”). At the time the Plant was designed, laboratory instrumentation to measure THMs was not in use, and THMs were not regulated contaminants.

In 1979, the Federal Safe Drinking Water Act, 42 U.S.C.

§§ 300f et seq., required the Environmental Protection Agency (EPA) to publish a maximum contaminant level (“MCL”) for each contaminant which “may have any adverse effect on the health of persons.” 42 U.S.C. § 300g-1(b)(1)(A)(ii) (1976 & Supp. II 1979). THMs, the byproducts of water chlorination, were first

identified for scientific analysis in 1974. National Primary Drinking Water Regulations; Disinfectants and Disinfection Byproducts, 63 Fed. Reg. 69,390, 69,394 (Dec. 16, 1998)(codified at 40 C.F.R. pts. 9, 141, and 142). In November 1979, the EPA set an annual average MCL for total trihalomethanes (“TTHMs”)2 of 0.10 mg/L or 100 parts per billion (“ppb”). National Interim Primary Drinking Water Regulations; Control of Trihalomethanes In Drinking Water, 44 Fed. Reg. 68,624, 68,624 (Nov. 29, 1979) (codified at 40 C.F.R. pt. 141). These new regulations became binding on the City in November of 1983. Id. (providing an effective date for the trihalomethane MCL of four years from November 29, 1979, for water systems such as the City’s).

Shortly after the Plant came online in March of 1980, the City began sampling for THMs, finding levels that averaged between 200 and 350 ppb. The City retained Malcolm Pirnie, Inc., an environmental engineering consulting firm, to evaluate viable alternatives to reduce TTHM levels by the November 1983 regulatory effective date.

Malcolm Pirnie found that only two methods could effectively reduce THMs from the Northwest River water. The

2 Throughout this opinion, “THMs” will refer to the class of chemical compounds formed when chlorine reacts with organic material in water. “TTHMs” will refer to the group of compounds, including chloroform, bromodichloromethane, dibromochloromethane, and bromoform, as they are regulated by the EPA.

City adopted both of Malcolm Pirnie’s proposed solutions: chlorine dioxide disinfection in the short term and air stripping towers in the long term.3 Chlorine dioxide replaced chlorine as a water treatment medium in August of 1983 and had the immediate effect of reducing THMM levels within regulatory limits. The air stripping system began operation in May 1985. Despite constant monitoring and adjustment of the disinfectant and air stripping process, the Plant still periodically experienced high levels of THMs. In August 1985, the City began adding ammonia after the air stripping process. The ammonia combined with any free chlorine in the water supply in order to prevent the chlorine from reacting with organic material and forming THMs. This combined treatment process enabled the City to generally meet the recognized THM limit of 100 ppb.

3 The air stripping method was 70% of the cost of chlorine dioxide disinfection, but testing, designing and installing the air stripping towers would take at least a year. In order to meet the deadline for regulatory compliance, the City immediately began chlorine dioxide disinfection. Chlorine dioxide, unlike chlorine, combines less readily with the organic material in the Northwest River water, forming fewer THMs. In the air stripping system, water was pumped from the bottom of a tower through the top and then left to trickle down through a packing material. A high velocity air stream was simultaneously run through the water, effectively stripping THM compounds out of the water. The THMs exited the tower through vents. While the chlorine dioxide system sought to limit the formation of THMs, the air stripping system allowed them to form, and then separated them out of the water supply.

In 1997, anticipating stricter regulatory limits on TTHMs of 80 ppb, the City determined to replace the air stripping towers with a reverse osmosis system. While the air strip system could meet the 100 ppb limit, the new limit was “unattainable” with that technology.

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