Bock Construction Co. v. Dallas Power & Light Co.

415 S.W.2d 227, 1967 Tex. App. LEXIS 2181
CourtCourt of Appeals of Texas
DecidedMarch 31, 1967
Docket16897
StatusPublished
Cited by3 cases

This text of 415 S.W.2d 227 (Bock Construction Co. v. Dallas Power & Light Co.) 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
Bock Construction Co. v. Dallas Power & Light Co., 415 S.W.2d 227, 1967 Tex. App. LEXIS 2181 (Tex. Ct. App. 1967).

Opinions

DIXON, Chief Justice.

Appellant Bock Construction Company, hereinafter called Bock, sued appellees Dallas Power & Light Company and Austin Building Company, hereinafter called D. P. & L. and Austin, respectively, for damage ■caused by the seepage of water into the basement of a church which Bock had under construction.

In September 1965 Bock contracted with Episcopal Church of the Good Shepherd in Dallas, Texas to build a new sanctuary. Bock’s contract did not include the installation of light and power facilities. The •church entered into a separate contract with D. P. & L. to install said facilities. D. P. & L. entered into a contract with Austin to dig a trench leading to the church in which electric power lines were to be laid. This trench was approximately 200 feet long, 18 to 20 inches wide and varied in depth from about 3 feet to about 7 feet.

At intervals from September 17, 1965 through September 22, 1965 rains fell, the heaviest precipitation occurring on September 21, 1965 when 4.32 inches fell. The trench which had been left open and uncovered filled with water following the heavy rain of September 21, 1965. Water to a depth of about 12 to 16 inches accumulated in the basement, causing damage to electrical equipment.

In its original petition appellant alleges that water seeped from the trench into the basement of the church. Recovery is sought in the original petition on the ground of common law negligence on the part of appellees in leaving the trench open and uncovered, which negligence proximately caused the damage.

On the day the case went to trial appellant filed a trial amendment in which it enlarges its ground of recovery to include an allegation that appellees had violated Art. 7589a, Vernon’s Ann.Civ.St.,1 by diverting the natural flow of the surface waters into the trench and thence into the church basement, causing the damage set out in appellant’s original petition.

The parties entered into this stipulation: “The amount of the entire damage to the Plaintiff is $527.96.” It will be observed that the stipulation does not say whether the damage was caused by water which seeped through subsoil into the basement from the trench dug by appellees, or by water which entered the basement from other sources.

[230]*230It is undisputed that by digging the trench appellee Austin did divert the natural flow of some of the surface water so that water was impounded in the trench.

Other material facts are also undisputed. Three open areaways, or airways, measuring 10'x5', 9'9"x2' and 4'3"x2' were located at ground level beside the basement walls. The larger of these areaways, sometimes referred to as a mechanical well, was also used to carry equipment and other articles into and out of the basement. These open areaways drained by a 2-inch pipe into a sump in the middle of the basement floor. This sump or hole was 4 feet in diameter and 6 feet deep below the basement floor. Its purpose was to catch and hold water so that it would not reach the floor or walls of the basement. Pumps were available in order to empty the sump when the water in it reached a certain level.

There was an underground perforated pipe, called a French drain, around the outside of the basement walls at the floor level of the basement. The purpose of this French drain was to conduct seepage water into the sump above mentioned.

There was also a drain sleeve about 2 feet below the surface of the ground level which drained into a “pisano” sump a few feet away.

The original excavation by appellant for the construction of the church extended 7 to 10 feet around and beyond the basement walls. This area of the excavation had been refilled with dirt prior to the time Austin dug the trench in controversy.

A jury returned a verdict that (1) surface water which had collected in the ditch did flow, by way of subsoil drains, into the church basement; (2) such water was the proximate cause of the damage to the equipment involved; (3) the jury answered “No” to an issue inquiring whether it found from a preponderance of the evidence that Austin was negligent in leaving open the subject trench on September 18th and 19th; (4) conditional issue on proximate cause was not answered; (5) the jury answered “None” to an issue inquiring what amount of money, if any, it found would reasonably compensate plaintiff (appellant) for loss, if any, suffered as a proximate result of the flow of water from said ditch into the church basement (this issue was conditioned on an affirmative answer to Special Issue No. 2); (6) failure of plaintiff to cover the areaways involved was negligence, and (7) was a proximate cause of damage to the equipment involved; (8) failure of plaintiff to plug the pipe in the east wall of the basement was negligence and (9) was proximate cause; (10) failure of plaintiff to have sump pumps adequate to prevent the flooding of the basement was negligence and (11) was proximate cause.

The court rendered judgment based on the jury verdict that Bock take nothing by its suit.

Appellant Bock has briefed sixteen points on appeal and appellees have briefed twenty-two counterpoints. But in our opinion the jury’s answers to Special Issues Nos. 6 to 11 inclusive are decisive of the case. Their effect is to convict Bock of contributory negligence proximately causing the damage in question and for that reason recovery by Bock is precluded either on grounds of appellees’ common law negligence or of their negligence per se because of violation of the statute, Art. 7589a, V.A.C.S.

Our Supreme Court has said, “It is almost universally held that the violation of a statutory duty is negligence per se.” Burnett v. Fort Worth Light & Power Co., 102 Tex. 31, 112 S.W. 1040, 19 L.R.A.,N.S., 504 (Tex.Comm’n App., 1908, opinion adopted). And the Court held that contributor^ negligence is a defense which precludes a plaintiff’s recovery though the defendant may have been guilty of negligence per se by violating a statutory duty. This holding by our Supreme Court has often been followed in later cases. Rittenberry v. Robert E. McKee, Gen. Contractor, Inc., 337 S.W.2d 197, 202 (Tex.Civ.App., Dallas, [231]*2311960, writ ref. n. r. e.); Eizenman v. Jaynes, 33 S.W.2d 254 (Tex.Civ.App., Amarillo, 1930, no writ); Alexander v. Missouri K. & T. Ry. Co. of Texas, 287 S.W. 153, 155 (Tex.Civ.App., Waco, 1926, writ dismissed); Kansas City, M. & O. Ry. Co. of Texas v. McCunningham, 149 S.W. 420, 425 (Tex.Civ.App., Fort Worth, 1912, writ ref.); Marshall & E. T. Ry. Co. v. Petty, 134 S.W. 406 (Tex.Civ.App., 1911, no writ).

It has sometimes been said that when a violation of a statutory duty has been proved it is not necessary to prove negligence. And this is true in the sense that negligence is ordinarily considered to be inherent in a violation of a statutory duty — negligence per se — , hence it is not necessary to offer further evidence that the statutory violation was negligence, and it is not necessary to submit an issue inquiring whether the violation was negligence. It is necessary, however, to submit an issue as to proximate cause.

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Bock Construction Co. v. Dallas Power & Light Co.
415 S.W.2d 227 (Court of Appeals of Texas, 1967)

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415 S.W.2d 227, 1967 Tex. App. LEXIS 2181, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bock-construction-co-v-dallas-power-light-co-texapp-1967.