Mayor of Metuchen v. Pennsylvania Railroad

64 A. 484, 71 N.J. Eq. 404, 1906 N.J. Ch. LEXIS 44
CourtNew Jersey Court of Chancery
DecidedJuly 18, 1906
StatusPublished
Cited by1 cases

This text of 64 A. 484 (Mayor of Metuchen v. Pennsylvania Railroad) is published on Counsel Stack Legal Research, covering New Jersey Court of Chancery primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Mayor of Metuchen v. Pennsylvania Railroad, 64 A. 484, 71 N.J. Eq. 404, 1906 N.J. Ch. LEXIS 44 (N.J. Ct. App. 1906).

Opinion

Pitney, Y. C.

This suit is brought by the borough of Metuchen against the Pennsylvania Railroad Company, as lessee, and the United Railroad Companies of New Jersey, as lessor, of a section of the great through railroad route between New York and Philadelphia.

Its object is to compel the defendants to correct and remedy certain alleged defects in a crossing of the railway over Main street in the borough.

The complainant invokes this action by this court under the twenty-ninth section of the revision of 1903 of the act concerning railroads, session laws of 1903. P. L. 1903 p. 660.

That section, then first .enacted, provides that

“When any company shall not properly construct and maintain the bridges or other crossings of highways by its railroad tracks as required by law, it shall be lawful for the governing body of the township or municipality wherein such crossings are located * * * to proceed by a suit in equity to compel the specific performance of the duties imposed by law upon such company with respect to the construction, maintenance and repair of such bridges and crossings, and the court shall prescribe the crossing to be constructed or the repairs to be made.”

The twenty-sixth, twenty-seventh and twenty-eighth sections contain provisions regulating the crossings in both country and urban districts.

The defendants are operating their road under the original charter of the New Jersey Railroad and Transportation Company (P. L. 1832 p. 101¡.) which, by section 20, requires that company to “construct and keep,in repair good and sufficient bridges or passages over or under the said railroad where any public or other road shall cross the same.”

The standing of the municipality in this court in cases of this sort was thoroughly established in the case of Inhabitants of Greenwich v. Easton and Amboy Railroad Co., 24 N. J. Eq. (9 C. E. Gr.) 217, affirmed on appeal in 25 N. J. Eq. (10 C. E. Gr.) 565, which has been followed in many instances.

However, most, if not all, of these cases were instances of preventive remedy in which the court was asked to prevent the creation of an obstruction or purpresire upon a public highway.

The power of the court to compel, by mandatory proceedings, [407]*407the railroad corporation to do its duty in this respect rests, so far as I am aware, wholly upon the statute of 1903.

The particular defects which the bill seeks to remedy are threefold.

First. That the bridge by which the railway tracks now cross the street encroach upon the street by its abutments and reduce its lawful width of sixty-six feet to about forty-four feet. At the same time those abutments, which are over eighty feet in length, are not parallel to the side lines of the street, but are laid at right angles to the course of the railway, which cuts the centre line of the street at a slighty acute angle, and the allegation is that the narrowing and distortion of the street seriously impedes public travel.

Second. That the railroad company, in order to accommodate its grade line to that of the roadway, depressed the roadway several feet, making a cul-de-sac immediately under the bridge with a rising grade in the street in each direction therefrom, the result of which was and is that the surface water falling on the street collects immediately under the bridge and there forms pools of water immediately after a rain.

In addition to the water that thus reaches this cul-de-sac a large contribution comes from the railway tracks to the east of the bridge, there being a rising grade from the bridge in that direction for a distance of eighteen hundred feet.

A few hundred feet to the east of the bridge there is a natural divide in the surface of the earth, the’ water on the westerly side draining towards the bridge and thence to the Earitan river above tidewater at Bound Brook, and on the easterly side toward the Bahway river.

The exigencies of the railroad company have extended this natural divide a considerable distance to the east, so far as its track is concerned, so that a considerably greater area of surface of the railway tracks than is natural is drained toward the railroad bridge and dropped by a steep declivity of ten or twelve feet into the cul-de-sac under the bridge, there uniting with the surface water coming from the street on each side of the railway.

At the time of the building of this bridge, which was in 1889, the railroad company attempted to provide for this surfacé water [408]*408by a tile drain two 'leet in diameter, leading from the cul-de-sac lengthwise under its tracks and emerging fourteen hundred feet away on the north side of their track, from which the water found its way into-a rivulet emptying into the Raritan river at Bound Brook.

This drain or conduit seems to have served its purpose reasonably well up to within a few years, but has now become entirely insufficient.

I do not recollect that any expert opinion was offered in explanation of this recent inefficiency, but I think it can be easily explained from common knowledge. The surface water which reached this cul-de-sac, both that from the highway and that from the railroad tracks, carried with it a great deal of earth, which, on the occasion of each heavy rain, settled in this cul-desac and covered the roadway and sidewalks and had, of course, to be carted out. But a considerable portion of it found its way in the shape of very muddy water into the tile drain which had a declivity of only four and one-quarter inches in one hundred feet.

This gradient of four and one-quarter inches to the hundred feet was given by one of the engineers of the defendants and would indicate a fall of about five feet in the whole length of fourteen hundred feet. Another engineer of the defendants stated the difference of elevation of the roadway under the bridge and the outlet of the drain to be seven feet, making a fall of six inches to the one hundred feet, and showing an apparent discrepancy of the two engineers of about two feet.

As a juryman, I should say that this declivity was not sufficient to produce a rapidity of flow sufficient to produce the scouring capacity sufficient in its turn to carry all the sediment out of the tile or drain. The result is, probably, that the original carrying capacity of the drain has been seriously reduced by the subsidence and lodgment of heavy particles of earth and sand along its course.

However, be that as it may, the result oE the present situation is that in times of heavy rains the roadway under the railroad is rendered nearly or quite’impassable.

[409]*409The third complaint of the municipality is that the railroad company is bound by the terms of its charter to keep that part of the street immediately under the bridge in repair, relieving the municipality of its duty in that behalf.

The railroad company admits its liability in law as to the first two items of the charges of the complainant but denies it as to the third.

Without at this moment stopping to .determine the question of construction of the clause in the old charter thus raised I will proceed to consider the other defences set up by the defendant which go to the whole of the complainant’s case.

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Bluebook (online)
64 A. 484, 71 N.J. Eq. 404, 1906 N.J. Ch. LEXIS 44, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mayor-of-metuchen-v-pennsylvania-railroad-njch-1906.