Nowak Construction Co., Inc. v. Oscar Avalos

CourtCourt of Appeals of Texas
DecidedFebruary 15, 2012
Docket08-10-00261-CV
StatusPublished

This text of Nowak Construction Co., Inc. v. Oscar Avalos (Nowak Construction Co., Inc. v. Oscar Avalos) is published on Counsel Stack Legal Research, covering Court of Appeals of Texas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Nowak Construction Co., Inc. v. Oscar Avalos, (Tex. Ct. App. 2012).

Opinion

COURT OF APPEALS EIGHTH DISTRICT OF TEXAS EL PASO, TEXAS

§ NOWAK CONSTRUCTION CO., INC., No. 08-10-00261-CV § Appellant, Appeal from the § v. 327th Judicial District Court § OSCAR AVALOS, of El Paso County, Texas § Appellee. (TC# 2008-1103) §

OPINION

Oscar Avalos was seriously injured while working on a project to rehabilitate a section of

El Paso’s sewer system. He sued the project’s general contractor, Nowak Construction Co., Inc.

(“Nowak”) alleging that Nowak’s negligence caused his injuries. A jury agreed, and the trial

court entered a judgment on the jury’s verdict, awarding Avalos $4,523,120.88. Nowak appeals.

We affirm.

Factual Summary

Nowak entered into a contract with the El Paso Water Utilities-Public Service Board (the

“City”) to provide all labor and materials for the sewer project. Nowak’s vice-president, John

Nowak, served as the project manager. Throughout the course of the project, Mr. Nowak

remained at Nowak’s headquarters in Kansas. The contract required Nowak to designate a

superintendent who would be responsible for preventing accidents. Nowak designated James

Heiman, who was neither an engineer nor a safety expert. The company’s safety officer stayed in

Kansas. The contract also required Nowak to provide a trench safety system that was designed by a

professional engineer. The contract allowed for the use of shoring, sheeting, and bracing, or

alternatively, trench boxes. A trench box is a safety structure that uses two shields and bracing.

Nowak was required to submit the precise specifications for the trench safety system that it

intended to use. No trenching could be performed until the trench safety system was approved by

the City, and Nowak could not make any changes to the system thereafter without receiving the

City’s approval for the modification.

To obtain a trench safety plan, Nowak contracted with a company called “CQC,” which

was owned by Jaime Rojas, a civil engineer. Because it intended to use trench boxes for safety,

Nowak provided Rojas with the specifications for the trench boxes that it planned to use.1 CQC’s

resulting trench safety system required the use of trench boxes meeting the specifications provided

by Nowak, or alternatively for sloping both sides of the trenches.

Nowak contacted one of its former employees, Bobby Quinn, to see if he would be

interested in working on the project. Nowak ultimately entered into a subcontract with Quinn’s

newly formed company, Rocking Q Construction, to do excavation on the project. The

subcontract indicated that Rocking Q would use trench boxes for trench safety. It required

Rocking Q “to maintain, at all times, proper safeguards and procedures to insure a safe

environment for workers.”

Instead of using trench boxes, Quinn used “sheet piling.” Sheet piling is a form of bracing

in which steel plates are driven into the ground. If Nowak intended to use sheet piling for trench

1 Both Mr. Nowak and Rojas testified that Nowak intended to use trench boxes. Heiman testified that Nowak intended to use a combination of trench boxes and sheet piling on the project. It is undisputed that Nowak did not provide Rojas with any specifications for sheet piling. 2 safety, the prime contract required Nowak to submit a design from a professional engineer.

Although Nowak gave Rojas the specifications for the trench boxes it intended to use, it did not

give him any specifications for a sheet piling system. Consequently, Rojas testified that the

trench safety system that he designed did not authorize sheet piling for this project.2

Sheet piling is normally done with metal plates that are specially designed for that purpose.

At this site, however, Quinn used street plates. Street plates are metal plates that are typically

used to cover a trench or other opening on a street, so that cars may continue to drive on the street.

They are not specially designed to be used in trenches; rather, they are designed to be used above

ground.

Rocking Q’s trench safety system worked in the following manner: Quinn would hammer

street plates into the ground using the bucket of his backhoe, then, still using the backhoe bucket,

he would dig a ditch beside the plates and create a 45-degree slope on the side of the ditch opposite

to the plates. Once Quinn completed these steps, his employees would get into the trench and use

hand shovels to grade the bottom of the ditch so the pipe could be laid. One of Quinn’s

employees who performed this work was Oscar Avalos.

Quinn did not use any cross-bracing to support the street plates. He testified that the fact

that he was not using cross-bracing would have been open and obvious to Heiman, Nowak’s

superintendent for accident prevention. No one from Nowak told him that this was unsafe or

asked him to use cross-bracing. Further, an engineer representing the City visited the work site

daily and never criticized the trench safety system.

2 In his testimony, Mr. Nowak sometimes disputed that the prime contract and the CQC trench safety plan only allowed trench boxes or sloping, but at other times, he conceded that there was nothing in either the contract or the plan that allowed the use of sheet piling in general or the particular sheet-piling system that was ultimately used. 3 Heiman acknowledged that Quinn did not use any cross-bracing, but he testified that the

street plates were tied back with a chain. Heiman had never before worked on a job in which

street plates were used for trench safety. He had some initial concerns about Quinn’s system

because no structural supports were used for the street plates. According to Heiman, Quinn told

him “that’s the way they do it in Texas.”3 Heiman called Mr. Nowak to report his concerns, but

he also told Mr. Nowak that Quinn’s system seemed to be working. Mr. Nowak spoke with

Quinn, who assured him that the plates were being hammered into the ground properly and that a

chain was being used to anchor the plates. Mr. Nowak then approved the use of street plates for

trench safety.

Nowak did not have an engineer inspect or approve the sheet piling system being used by

Quinn and did not do any testing to determine the load-bearing capacity of the street plates.

Although the prime contract required Nowak to obtain the City’s approval for any modification to

the trench safety system, Nowak never obtained the City’s approval to change from the

City-approved trench box system to a sheet piling system. Avalos’ attorney asked Mr Nowak,

“[W]hat you approved out there for using street plates was not approved and was outside of the

required documents, right?” Nowak answered, “Yes.”

El Paso received an unusually large amount of rain while the project was underway. On

the evening of September 13, 2006, 1.15 inches of rain fell within a two-hour period. At about

7:30 the next morning, Heiman went to the area where the Rocking Q crew was working. He then

went to work about 150-feet away, within sight of the Rocking Q crew. He testified that he

returned to the area at around 12:30 or 1 p.m. and saw that the street plates were not anchored in

3 Quinn denied making this statement. 4 any way--they had neither chains nor cross-bracing. Heiman did not mention to anyone that he

thought the site was unsafe. About two hours later, the dirt behind a street plate collapsed,

causing the street plate to fall on Avalos while he was working in a trench.

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