81 Vt. 141 | Vt. | 1908
The plaintiff seeks to recover damages sustained by him on the 15th day of June, 1902, by the alleged reason of an insufficient culvert through a high railroad fill or embankment, and over the Eagan brook, so-called, in the town of Middlesex, whereby the water of the brook was obstructed and
It appears that in the construction of the roadbed of the Vermont Central Bailroad (the defendant’s grantors) about the year 1848, a deep fill or embankment approximately 885 feet long and from sixteen to twenty-five feet high was made across the valley through which the stream in question flows, a few rods south of where the plaintiff subsequently built his mill. The stream is about five miles long, runs southerly through a valley with precipitous banks, drains an area of about twelve square miles of hilly and mountainous country, is liable to very sudden rise of water by reason of the topography of the country which it drains, and empties into the Winooski river about 150 rods southerly of this-embankment; that when the embankment was made an under-grade pass was built near the west end for the public highway, and some distance further east a stone culvert was made spanning the Eagan brook. The plaintiff’s evidence tended to show that when made the culvert was of certain dimensions, but that in 1893 it had become so out of repair that it was torn down and a new one built having less capacity. It further appeared that at the time in question the plaintiff was in possession of the premises where the damage occurred northerly and 'up the hill from the culvert under a lease for ninety-nine years, had built a saw and grist mill and other buildings thereon some thirty or forty rods from the embankment, and had a large quantity of lumber piled on the land near and alongside of the stream; that soon after the heavy rains began on the night in question, the water came down the stream in such large quantities that the culvert was of insufficient capacity for it to pass through, by reason whereof the water was dammed up, and overflowed the plaintiff’s lands and premises to a great depth, the pressure being so great as later to cause the embankment to give way, etc., resulting in the great damage to the plaintiff’s property.
At the close of all the evidence the defendant moved that a verdict be directed in its favor for that, among other things, the undisputed evidence showed the rainfall and the flood caused thereby in the Eagan brook at the time in question were unprecedented and that the damages suffered by the plaintiff were the result of an act of God and not of any negligence of the de
From the undisputed evidence it appears that in the evening of June 15, in the territory of the watershed of the Eagan brook, the rain fell in torrents, — a cloud-burst, — by reason whereof the volume of water running in that stream was so increased as not only to overflow its banks, but to spread out and run in currents on and over adjoining fields and meadows some of which were washed away leaving a bed of gravel and boulders, and some were covered with sand, gravel, and boulders washed thereon, the boulders varying in size from small ones to those three or four feet across; that the public highway running parallel with the brook was washed' away in many places, some of which for many rods became and hitherto has been the principal channel of the stream. Most if not all of the bridges over the stream were carried away, and in some instances their abutments also. Many trees, varying in size from small to large ones, were uprooted, and large stones were moved from their beds, and together carried down stream a greater or less distance. The evidence does not show the amount of water usually running in that brook, but some idea regarding it is gathered from the evidence showing that about the time of the trial in the lower court (which began April 30, and lasted nine or ten days), by measurements made, the amount of water was found to be twenty square feet, that is, equivalent to a stream twenty feet wide and one foot deep. The uncontradicted evidence showed that by measurements made “of the opening to the high water traces” about 108 rods, and at other places further up the stream from the defendant’s culvert, the volume of water running at the time of the flood in question was thirty-nine and one-half times that amount. The evidence given by witnesses living in that general locality was nearly all to the same effect that they never before saw it rain so hard, nor a flood there of such magnitude. One witness eighty years old, who had lived in that vicinity for forty years, testified to remembering the flood in October, 1869, and that the water was then higher in Eagan brook than he ever saw it before or since. There was no evidence, however, that he saw it at the time in controversy. Another witness called by plaintiff gave evidence in effect that he had lived just easterly of where the plaintiff’s
We think it clear that the damages suffered by the plaintiff were proximately due, directly and exclusively, to natural causes without human intervention, which could not have been prevented by any amount of foresight, pains, and care reasonably to be expected; in other words the sole proximate cause of the injury was an act of God for which the defendant is not responsible. Forward v. Pittard, 1 T. R. 27, 1 Eng. Rul. Cas. 216; Nugent v. Smith, 1 C. P. D. 19, 423, 1 Eng. Rul. Cas. 216; Pittsburg, Fort Wayne & Chicago Ry. Co. v. Gilleland, 56 Penn. St. 445; Baltimore & Ohio R. R. Co. v. Sulphur Springs Independent School District, 96 Penn. St. 65, 42 Am. Rep. 529. The last two eases cited are much in point. In the former the plaintiff alleged that the former proprietors of the railroad in order to support their roadbed over a small run near the premises of the plaintiff, constructed a culvert which was insufficient to give a free outlet to all the water of the run in time of heavy floods, of which the defendant had notice; by reason whereof in times of heavy rains and floods the waters were stopped and backed up to the injury of the plaintiff’s premises. In reversing the judgment below for the plaintiff, the court said:
“The stream, though small, must find vent, or overflow the adjacent land and undermine the railroad. Its size, the character of its channel, and the declivity of the circumjacent territory which forms the watershed, ■ indicated the probable quantity of water to be passed through.' Proper engineering skill should observe these circumstances, and supply the means of avoiding the injury which would result from locking up the natural flow, or obstructing its passage so as to cause a reflux in times of ordinary high water. Beyond this, prudent circumspection cannot be expected to look, and there is therefore no
The fact that the evidence shows that in the fall of 1869 there was a storm which so raised the stream that the original culvert was insufficient for the water to pass through and that the land in question now leased by the plaintiff was then flooded, can make no difference with the result. For the undisputed evidence shows the flood at that time to have been of the same extraordinary character; consequently the incapacity of the culvert on that occasion had no tendency to show that the culvert built in 1893 was insufficient in times of ordinary high water, and though constructed with knowledge of the extraordinary high water in 1869, nothing more was required. Norris v. Savannah etc. Ry. Co., 23 Florida 182, 11 Am. St. Rep. 355.
It follows that a verdict should have been directed for the defendant on the ground named. Our determination of this question is such as to render consideration of the other questions raised unnecessary.
Judgment reversed, and ¡judgment for the defendant to recover its costs.
