Cotton States Seed &c. Co. v. Macon, Dublin & Savannah R.

98 S.E. 108, 23 Ga. App. 206, 1919 Ga. App. LEXIS 43
CourtCourt of Appeals of Georgia
DecidedJanuary 14, 1919
Docket9858, 9859
StatusPublished
Cited by9 cases

This text of 98 S.E. 108 (Cotton States Seed &c. Co. v. Macon, Dublin & Savannah R.) is published on Counsel Stack Legal Research, covering Court of Appeals of Georgia primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Cotton States Seed &c. Co. v. Macon, Dublin & Savannah R., 98 S.E. 108, 23 Ga. App. 206, 1919 Ga. App. LEXIS 43 (Ga. Ct. App. 1919).

Opinion

Luke, J.

The Cotton States Seed and Fertilizer Company sued the Macon, Dublin and Savannah Eailroad Company for damages alleged to have been occasioned by the negligence of the defendant. The petition alleged: that the plaintiff was a fertilizer factory on the outskirts of the City of Macon, with its plant located on the low lands of the Ocmulgee river, up-stream from the defendant’s railroad embankment, over which its tracks approach and cross the Ocmulgee river below the plant of the plaintiff. Around the property of the plantiff there had been erected a 'levee sufficient to keep out the water in ordinary freshets. The railroad embankment filled up the natural drains and outlets of the river in times of freshet, and, by impeding and preventing the overflow waters, backed them up on the plaintiff’s property and caused them to overflow its levee and occasioned the damage sued for. The water which inundated the plaintiff’s plaiit was an ordinary freshet; and had it not been for the impounding of the water by the defendant, the damage would not have been done. The jury returned a verdict in favor of the defendant. The defendant filed a motion fox a new trial, based on general grounds. The court overruled the motion, and, as a part of the order overruling and denying the motion,-filed an opinion. To this order the plaintiff excepts upon the ground that the evidence demanded a verdict in favor of the plaintiff, and upon the ground that the court, in the judgment overruling the motion for a new trial, did not exercise that discretion with which the trial judge is charged by law.

1. The order of the trial judge in overruling the motion for a new trial is as follows: . “The movant alleges in its petition that the freshet, the waters of which it says were obstructed by the [207]*207defendant’s embankment, so as to cause tbe overflow and injury of its property, was an ordinary freshet. The defendant denied this allegation in its answer, and pleaded that the freshet was extraordinary and unprecedented. There was evidence strongly supporting each contention, and the court, in its instructions on this issue, gave the petitioner the full benefit of its contention, and the court cannot say that the finding of the jury thereon is without sufficient evidence to support it, or strongly and decidedly against the weight of the evidence. While, under the pleadings and issues thereby made, the court may not have been authorized to do so, it instructed the jury in this connection as follows: Tf the freshet was extraordinary and unprecedented, but would not for this reason have overflowed and damaged the plaintiff’s property without being obstructed by defendant’s embankment, 'and defendant’s embankment did obstruct such freshet, and thereby caused it to overflow and damage the plaintiff’s property when it would not have been otherwise damaged, the defendant is liable.’ The court believed during the trial, and now believes, that the petitioner’s right of recovery on this theory was shown by a preponderance of the evidence, but the court cannot say that the verdict of the jury to the contrary is without sufficient evidence to support it, or strongly and decidedly against the weight of the evidence. , The court was during the trial, and is now, of the opinion, from the evidence, that while the waters of the freshet were detained by the defendant’s embankment, and were thereby finally ponded around three sides of petitioner’s levee, so that they rose to the point where some of them ran over its western levee and over the gate' in the switch-way through its southern or front levee, and must have increased the depth of submergence and the extent of the damages, the breaking through of the waters at -these points was not chiefly the result of the pressure of ponded water, but of the violence of the water flowing from the river through the crevasses of the city’s levee which they made, and through the trestle of the old Macon & Augusta (or Central) Railroad embankment against the western levee of petitioner, where it broke at a point much in the line of said waters after they rose high enough to reach said levee, and against the gate, sand-bags, and abutments at the switch entrance in the southern levee of petitioner, while the waters in that vicinity were passing violently through what must have been a gorge [208]*208between the petitioner’s levee and the defendant’s embankment. Possibly the court should have instructed the jury on this theory of increased overflow and damages, and in doing so have charged them on the subject of nominal, and general damages, but there was no request or claim or contention on the subject,'the petitioner asking the special damages sued for only, and it did not occur to the court to give instructions in relation thereto. Petitioner, in paragraph 11 of the petition, avers, That the entire injury and damage it has suffered'by reason of said freshet was caused solely by the faulty construction and maintenance of the defendant’s; roadway embankment, and that petitioner was wholly without fault in regard thereto, and could not have avoided, even by the exercise of extraordinary diligence, the result of .the wrong-doing on the part of the defendant.’ This paragraph the defendant denied in its answer, and the court cannot say that the verdict of the jury in its favor was without evidence to support it, or strongly - and decidedly against the weight of the evidence.

“The two great causes of the catastrophe were the .breaks through the city’s levee by the waters of the freshet, and their subsequent detention by the defendant’s embankment. The court cannot say, as a matter of law or fact, the. latter was the proximate cause. The waters overflowed the gate in the switch way, .but never overflowed the petitioner’s southern levee through which the switchway entered, and which was higher than the gate, and the petitioner was at least equally responsible for the existence of the switchway. Whether the switchway precipitated or increased the overflow of petitioner’s property, or did both, or whether, if the switchway'had not been there, the overflow of the petitioner’s western levee at the break therein or elsewhere would have increasd or diminished the overflow of petitioner’s property, are questions that are very problemat-. ical. ■ Although there was much discussion thereof during' the trial, there was not in the pleadings any reference to the evident fact that the great mass of the waters of the freshet which oVer-flower petitioner’s property and vicinity escaped from the river through the two crevasses in the city’s levee, which, together with the petitioner’s river levee and the river levees of other owners below, and a portion of the Macon. & Augusta embankment, extended from the front of the city’s park to the defendant’s embankment, and constituted one continuous river levee. While [209]*209it is true that prior to the construction of this levee many years ago, the waters of the river in times of ordinary freshet, as well as in times of extraordinary freshet, must have overflowed the lowlands described, and had established drains through the same, it did not appear that such had been the case since 1900', or definitely so since the construction of the river levee, except in 1916 when the alleged freshet occurred, and in 1913 during another freshet; and on both of these occasions the overflow occurred by means of breaks through the river .levee, when, according tó the record of high-water marks of the river kept at Macon by the United States Government, covering the period from 1900 to 1916 inclusive, that of 1916 reached 23.1', and that of 1913 23.6', the lowest stage in the record being 18' in 1916.

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Cite This Page — Counsel Stack

Bluebook (online)
98 S.E. 108, 23 Ga. App. 206, 1919 Ga. App. LEXIS 43, Counsel Stack Legal Research, https://law.counselstack.com/opinion/cotton-states-seed-c-co-v-macon-dublin-savannah-r-gactapp-1919.