M. C. West, Inc. v. Battaglia
Decision Date | 26 March 1980 |
Citation | 386 So.2d 443 |
Parties | M. C. WEST, INC. v. Paul D. BATTAGLIA. Civ. 2054. |
Court | Alabama Court of Civil Appeals |
James B. Kierce, Jr. of Stone, Patton & Kierce, Bessemer, for appellant.
Arthur Green, Jr. and Jake V. Bivona of Paden, Green & Paden, Bessemer, for appellee.
This is an appeal from a jury verdict against the defendant, M. C. West, Inc., for damages caused by flooding.
The plaintiff, owner of a restaurant, filed suit against the defendant alleging that the defendant constructed one or more dams across a creek near his business which caused water to back up and flood the plaintiff's property. The plaintiff claimed damages to his carpet, furniture, walls, kitchen equipment, and other personal property located on his business premises. He also claimed a loss of business and injury to his real estate as damages. The plaintiff testified that he suffered $9,240 in actual damages, and he sought total damages of $25,000. The jury returned a verdict in favor of plaintiff and against the defendant for $2,000.
The plaintiff's restaurant is located approximately eighty-five to one hundred feet from the banks of Valley Creek. Prior to September 6, 1977 the defendant had installed a haul bridge some two miles downstream from the plaintiff's business. The haul bridge was built of railroad cars with the ends cut out. Each car was placed in the creek longitudinally and about a foot and a half of dirt was placed on top of the cars so that the defendant could drive its equipment across the creek. The railroad cars were used in this manner to allow water to pass through each car, thus serving as a culvert.
Valley Creek has about a foot and a half to two feet of water flowing in it under normal conditions. On September 6 and 7, 1977 a heavy rainfall of almost five inches occurred and plaintiff's restaurant became flooded with thirty-two inches of water.
The defendant's haul bridge is not the only obstruction in Valley Creek near the plaintiff's business. There are two bridges, two railroad trestles, and an old bridge dam which span Valley Creek at points closer to the plaintiff's business than the defendant's haul bridge.
The first contention asserted by defendant is that the trial court erred in failing to grant either defendant's motion for a directed verdict or his motion for judgment notwithstanding the verdict.
The directed verdict should be refused where the evidence is in conflict as to any material issue or where from the evidence reasonable inferences may be drawn to substantiate the claimed culpability of the defendant. Wells v. Central Bank, Ala.Civ.App., 347 So.2d 114 (1977). Similarly, a motion for judgment notwithstanding the verdict shall not be granted if there is any conflict in the evidence for the jury to resolve. Ford Motor Credit Co. v. Jackson, Ala.Civ.App., 347 So.2d 992 (1977).
Five expert witnesses testified at trial, four of them for the defendant. All of the defendant's experts testified to the effect that the haul bridge had not contributed to the flooding of the plaintiff's property. However, the plaintiff's expert testified that in his opinion the construction of the haul bridge would significantly contribute to the flooding. The plaintiff's expert did state that the other bridges and trestles across Valley Creek had an effect on the flooding and, in fact, some contributed to the flooding to a greater degree than did defendant's haul bridge. We think the above testimony alone is a sufficient conflict in the evidence for the trial court to deny a motion for a directed verdict and judgment notwithstanding the verdict by the defendant. Therefore it was proper for the jury to resolve this issue.
The defendant's second contention is that the jury's award of damages to the plaintiff was based upon conjecture and speculation.
The general rule in Alabama regarding the assessment of damages was stated in United Bonding Insurance Co. v. W. S. Newell, Inc., 285 Ala. 371, 232 So.2d 616 (1969), wherein the court cited with approval 22 Am.Jur.2d 44, Damages, § 25, which is as follows:
We think the evidence in the present case furnished a reasonable basis for the jury to ascertain the amount of damages suffered by the plaintiff. The plaintiff testified that he had opened his restaurant in its present location along Valley Creek in 1955. He stated that the bridges and trestles located between his restaurant and the defendant's haul bridge were present in 1955. He testified that he was aware of no change in the Valley Creek area surrounding his restaurant except for the addition of the defendant's haul bridge.
The evidence also established that the plaintiff had suffered flooding on prior occasions. There was testimony as to the number of inches of flood water that entered the plaintiff's business during these prior floods. The plaintiff also introduced evidence showing the amount of flood water and the damage to plaintiff's business occurring following the flood made the basis of this lawsuit. Therefore the evidence showed the amount of damage attributable to the bridges and trestles in Valley Creek during a flood as well as the damage caused by the addition of the defendant's haul bridge. We think an award of damages based upon such evidence was not speculative.
The defendant argues that we should apply the principle approved by the court in Kershaw Mining Co. v. Lankford, 213 Ala. 630, 105 So. 896 (1925), wherein it was stated:
" . . . Where there is evidence as to damage from various causes, as to a portion of which defendant cannot be held responsible, and no evidence as to the portion of the damages resulting from the separate causes, the proof is too uncertain to permit the jury arbitrarily to apportion a part or all of the proved damages to the act for which defendant is responsible." 17 Corpus Juris, 758.
We think this rule applies only where there is no evidence as to what part of a plaintiff's damage is attributable to various causes. However, where the plaintiff does present evidence of attribution to various causes, he may recover under the reasonable certainty standard. E. C. Ernst, Inc. v. Manhattan Construction Co., 551 F.2d 1026 (5th Cir. 1977), cert. den. 434 U.S. 1067, 98 S.Ct. 1246, 55 L.Ed.2d 769 (1978). See Tanner v. Case, 277 Ala. 641, 173 So.2d 803 (1965). As previously noted, the plaintiff has presented evidence as to proof of the amount of damage suffered. Therefore we think the nonapportionment rule formulated in Kershaw is not applicable to the case at bar.
The defendant's third contention is that the trial court erred in denying his motion for a new trial.
It is the rule that where the verdict is contrary to the great preponderance of the evidence, defendant, on due motion, is entitled to a new trial, though the court was not in error in declining the affirmative charge. Walker v. Cardwell, Ala., 348 So.2d 1049 (1977). However, no ground of a motion for a new trial is more carefully scrutinized than that the verdict is against the weight of the evidence. Walker v. Cardwell, supra.
A jury's verdict is presumed to be correct and will not be reversed on appeal unless the preponderance of the evidence is against the verdict and is so decided as to clearly convince the court that it is wrong and unjust. Midwestern Welding Co. v. Coosa Tool & Die, Inc., 54 Ala.App. 159, 306 So.2d 25 (1975).
The question of whether the defendant's haul bridge caused the plaintiff's property damage was a jury question. On the basis of the evidence previously noted and that in the record, we hold that sufficient evidence existed to support the jury verdict in favor of plaintiff.
The fourth contention argued by the defendant is that the trial court erred in overruling his objection to the following hypothetical question posed to the plaintiff's expert:
Q Doctor, based on your experience and educational background, your past work experience, the field information that you gathered on the ground through your inspection, measurements you took of the bridges and whatever, the statistical information that you gathered, and in addition to that assuming that a haul bridge was constructed by the defendant, M. C. West, at the lowest point that you marked on here, just this one, which was from four to six feet in height, and assuming further that it had installed in the bridge three railroad cars which had openings in them approximately three and a half feet in height and eight feet in width, and that on top of those railroad cars was from one and a half to two feet of dirt.
Assuming further that it rained on the 6th and 7th in a twenty-four hour period of approximately five inches of rainfall.
Assuming further that from eleven to two a. m. from September the 6th at eleven until two a. m. on September the 7th that there was approximately 3.63 inches of rain.
With all those facts in mind, do you have an opinion as to whether or not the haul bridge constructed by the defendant was a contributing...
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