Richard Deberry v. Lexington Electric System

CourtCourt of Appeals of Tennessee
DecidedSeptember 15, 1997
Docket02A01-9610-CV-00257
StatusPublished

This text of Richard Deberry v. Lexington Electric System (Richard Deberry v. Lexington Electric System) is published on Counsel Stack Legal Research, covering Court of Appeals of Tennessee primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Richard Deberry v. Lexington Electric System, (Tenn. Ct. App. 1997).

Opinion

IN THE COURT OF APPEALS OF TENNESSEE WESTERN SECTION AT JACKSON

RICHARD LANE DEBERRY ) ) Plaintiff/Appellant, ) Henderson Circuit No. 90-057 ) VS. ) Appeal No. 02A01-9610-CV-00257 ) LEXINGTON ELECTRIC SYSTEM, CENTRAL STATE BANK, and the CITY OF LEXINGTON, TENNESSEE, ) ) ) FILED ) September 15, 1997 Defendants/Appellees. ) Cecil Crowson, Jr. Appellate C ourt Clerk APPEAL FROM THE CIRCUIT COURT OF HENDERSON COUNTY AT LEXINGTON, TENNESSEE THE HONORABLE CHARLES McPHERSON, JUDGE, BY DESIGNATION

WILLIAM M. JETER TIM EDWARDS GLASSMAN, JETER, EDWARDS AND WADE, P.C. Memphis, Tennessee Attorneys for Appellant

LARRY L. CASH STRANG, FLETCHER, CARRIGER, WALKER, HODGE & SMITH, PLLC Chattanooga, Tennessee KEN WALKER WALKER LAW OFFICE Lexington, Tennessee Attorneys for Appellees

AFFIRMED

ALAN E. HIGHERS, J.

CONCUR:

W. FRANK CRAWFORD, P.J., W.S.

DAVID R. FARMER, J. In this governmental tort liability action, Plaintiff Richard Lane DeBerry appeals the

trial court’s judgment which limited DeBerry’s recovery to $130,000, the maximum amount

awardable under the Tennessee Governmental Tort Liability Act (GTLA). Defendant/

Appellee Lexington Electric System (LES) cross-appeals, challenging the merits of the trial

court’s finding of liability against LES. We affirm.

In April 1990, DeBerry was seriously injured when he accidentally came into contact

with a high-voltage power line which had been installed and maintained by LES. DeBerry

was a supervisor and job estimator for DeBerry Roofing Company. At the time of his injury,

DeBerry was working on the roof of Central State Bank in Lexington, Tennessee. After

lunch one day, DeBerry noticed that a ten-foot-long termination bar along the roof parapet

was “turned around backwards,” so DeBerry picked up the bar and flipped it over. While

DeBerry was in the process of flipping the aluminum bar, the bar came into contact with

the power line. DeBerry’s injuries from the electric shock included the loss of one arm

below the elbow and the loss of part of one foot.

Prior to the accident, DeBerry knew of the existence of the power line on the side

of the building, and DeBerry had worked around high-voltage power lines before. DeBerry

had observed the line a few months previously when he inspected the roof to give a job

estimate. DeBerry assumed that the power line was a safe distance from the edge of the

roof, and, in any event, he planned to bring up materials from the back of the building away

from the power line. Accordingly, DeBerry did not consider the power line to be a threat

to workers, and he did not contact LES prior to beginning the roofing job.

The evidence at trial established that the power line was erected in 1939. Between

1979 and 1982, the bank building underwent renovations, including the addition of the

parapet to the roof of the building. During the course of the renovations, LES offered to

insulate the power line to protect people doing work on the building, but the contractor

performing the renovations did not accept LES’s offer. The addition of the parapet brought

the roof of the building at least a foot closer to the power line. LES last performed work on

2 the power line in 1980 when a line pole was replaced. The line poles were inspected in

1981, and the power line itself was inspected in 1988 or 1989, approximately one or two

years before DeBerry’s accident.

Shortly after DeBerry’s accident, measurements revealed that the horizontal

clearance between the power line and the building was 3'3½” and that the vertical

clearance was 7'3". The horizontal clearance was obtained by measuring from the power

line to the nearest point on the plane formed by the side of the building. Similarly, the

vertical clearance was obtained by measuring from the power line to the nearest point on

the plane formed by the roof of the building. The actual distance between the power line

and the closest point on the roof was 7'11½”. Witnesses observed that the line pole

nearest the bank building was leaning toward the building, moving the power line at least

two feet closer to the building. An expert witness for DeBerry testified that this condition

probably would have taken longer than two years to develop and, thus, should have been

identified by LES during its inspection in 1988 or 1989.

At trial, a dispute arose as to which version of the National Electric Safety

Code (NESC) applied and as to whether or not LES had a continuing duty to upgrade its

power lines to conform to the current code version. At the time the power line was installed

in 1939, the line apparently conformed to then applicable codes and standards. Over the

years, however, the NESC was revised to expand the horizontal and vertical clearances

required between power lines and nearby buildings. The code in effect in 1960 required

a horizontal clearance of three feet. A newer version of the NESC, which took effect in

1977, required a horizontal clearance of five feet for areas considered accessible to

pedestrians, such as the bank building roof which, according to the testimony, was

accessible by a permanently installed ladder leading up to the roof.

LES’s expert witness, Francis M. Wells, opined that the 1960 version of the NESC

applied to the power line because this was the code version in effect the last time

substantial work was done on the power line. This work occurred in 1971 when the power

3 line was upgraded. Wells stated that the pole replacement work done in 1980 would not

have required LES to upgrade the line to conform to the 1977 code version because the

pole replacement was not considered a substantial alteration to the line. Thus, LES took

the position that it had no duty to upgrade its line unless it was rebuilding the line or making

substantial improvements thereto.

In contrast, DeBerry’s expert witness, John T. Butters, testified that the 1977 NESC

applied to the power line at the time of DeBerry’s accident. The 1977 code applied to all

new installations, alterations, reconstructions, and extensions of power lines. In Butters’

opinion, the NESC imposed a duty on LES to bring its power lines into compliance with

later code versions if LES’s alterations, modifications, or inspections of the lines revealed

any areas of noncompliance. Specifically, in altering or inspecting its power lines, LES had

a duty to review the lines’ proximities to nearby structures. In accordance with this

interpretation, Butters testified that the pole replacement work performed in 1981 would

have required LES to bring the power line into compliance with the 1977 code. Inasmuch

as the 1977 code required a horizontal clearance of five feet between the power line and

the bank building, the power line in question, which had a horizontal clearance of only

3'3½”, did not comply with the NESC.

Based on the foregoing evidence, the trial court entered a memorandum opinion in

which it ruled in favor of DeBerry on most of the issues.1 Specifically, the trial court found

that the 1977 version of the NESC applied in this case; that the power line did not comply

with the NESC’s clearance requirements; that LES had both actual and constructive notice

of the dangerous condition caused by its power line; and that LES was negligent in failing

to maintain the line. Applying comparative negligence principles, the trial court determined

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