Cunningham v. City of Chesapeake

CourtSupreme Court of Virginia
DecidedNovember 5, 2004
Docket040002
StatusPublished

This text of Cunningham v. City of Chesapeake (Cunningham v. City of Chesapeake) is published on Counsel Stack Legal Research, covering Supreme Court of Virginia primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Cunningham v. City of Chesapeake, (Va. 2004).

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

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.

2 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

3 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.

4 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.

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