In Re Board of Rapid Transit Railroad

90 N.E. 456, 197 N.Y. 81, 1909 N.Y. LEXIS 747
CourtNew York Court of Appeals
DecidedDecember 17, 1909
StatusPublished
Cited by90 cases

This text of 90 N.E. 456 (In Re Board of Rapid Transit Railroad) is published on Counsel Stack Legal Research, covering New York Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
In Re Board of Rapid Transit Railroad, 90 N.E. 456, 197 N.Y. 81, 1909 N.Y. LEXIS 747 (N.Y. 1909).

Opinions

Vann, J.

The Rapid Transit Act authorizes the city, through its board of rapid transit commissioners, to acquire by contract or condemnation “ any real estate and any rights, terms and interests therein, any and all rights, privileges, franchises and easements, whether of owners or abutters, or others to interfere with the construction or operation of such road or to recover damages therefor, which, in the opinion of the board it shall be necessary to acquire or extinguish for the purpose of constructing and operating such road free of interference or right of interference.” (Rapid Transit Act, L. 1901, eh. 587, § 39.) The same section further provides that the word property,’ hereinafter used shall be deemed to include any such real estate, and any rights, terms and interests therein, and any such rights, privileges, franchises and easements, whether of owners, abutting owners or others.”

Pursuant to this authority said board, deeming it necessary, as it recited in its petition, “ to acquire a permanent and perpetual underground right, easement and right of way for the *94 construction, operation and maintenance in perpetuity of a rapid transit railroad ” through Joralemon street, among others, instituted this proceeding to condemn certain rights and easements, including “ the right to permanently and perpetually maintain and operate a railroad through the said subway so to be constructed in accordance with the provisions of ” the Rapid Transit Act and its amendments, “ and the right at reasonable times and in reasonable manner to enter upon the said premises so far as may be necessary for the construction, maintenance and operation of said railroad.”

Joralemon street is an old residential street, well built up with a good class of houses. As it extends from the river to Henry street and passes by the Mynderse and Abbott properties, it is sixty feet wide between the building lines, with a carriageway of thirty feet and a sidewalk on either side fifteen feet in width. From Henry street to the City Hall, passing by the Hotman property, it is fifty-five feet wide, with a carriageway of' twenty-five feet and sidewalks of about fifteen feet each. The subway consists of two tubes, parallel but not close together, which occupy a space forty-two feet eight inches wide, located at a depth below the surface of the street varying from thirty to fifty-two feet. Each tube has an outside diameter of sixteen feet eight inches, and extends in part under the adjacent sidewalk. In each tube is a single-track railway over which trains of cars operated by electricity run every few minutes, the first stop being at Borough Hall. The cars are of steel and weigh from forty-four to forty-seven tons each. The excavation for the tube -was made by means of a shield, or steel cylinder, slowly forced ahead by hydraulic pressure of a thousand tons, the excavated material being taken to the surface through two shafts, one for each tube, about twenty by twenty-four feet, the latter being the transverse measurement, or across the tunnel. The diameter of the excavation made for each tube was about seventeen feet. The north shaft was sixty-seven feet deep and the south shaft about sixty-three. The shell of the tubes is constructed of heavy cast iron plates bolted together so as to form a ring fifty- *95 five feet in circumference and twenty-two inches thick, with a concrete lining of six inches in addition.

In constructing the tunnel a space of between one and two inches was left between the outer surface of the shell and the place where the outer surface of the shield was before it was withdrawn in the ordinary course of operation, but this space, which amounted to eight and one-lialf cubic feet per running foot, was filled with liquid grout forced in under high pressure. While this was done to minimize the settling of the soil around the tubes, it did not wholly prevent the caving in of the material through which the shield was driven, but it is the best known method "of construction, as the evidence tended to show. The general character of the soil through which the shield was forced is dry sand with a little gravel, compact when confined but somewhat movable when unconfined. Forcing the shield through the soil compressed it and when expansion gradually came through the action of gravitation and the seepage of water, holes or vacancies were left until they were filled by the subsidence of the land on which stood the buildings of abutting owners. One of the witnesses said that “ sand must of necessity be confined and if it is disturbed it runs away like water.” As the tunnel advanced, a trench three or four feet deep was dug in the street and filled with water, so that by soaking through the ground it would carry the sand with it and fill the vacant spaces more quickly than would otherwise have been the case.

The effect of the work upon the abutting lots and the fine, large dwelling houses thereon, was, owing to a substantial settling of the soil, to seriously injure the structures, by cracking the walls and floors, breaking the plumbing and the like; to render them unfit to live in for about eighteen months, and to require an expenditure of large sums of money, varying from $3,000 to upwards of $20,000 in order to restore them to their former condition. Witnesses testified that some of the buildings were wrecked, * * * that is, cracked all to pieces, front walls and the interior walls.” Some of the cracks were three inches wide and some of the walls *96 liad to be taken down and rebuilt, with concrete footings re-enforced by steel rods, so as to provide against further settling. The shield when forced through the soil shook every house within two hundred feet and the front walls of the adjoining buildings had to be supported by shoring timbers to keep them from falling. Hr. Hynderse testified that for more than a year his house “ was absolutely uninhabitable, owing to breaks in the walls and the difficulties with the plumbing and gas pipes.” Sitting in the interior of his house lie could look out into the street through the cracks. One of the chimneys fell and other injuries were inflicted which were stated in great detail by the witnesses. The houses of the other claimants were injured in substantially the same way.

So many questions were argued before us that in an opinion of reasonable length we can do little more than announce our conclusions as to the most of them, and little more is needed in view of the elaborate discussion of the case in the learned opinion of the Appellate Division. In order to avoid confusion, we will endeavor to consider each question by itself, although to some extent the discussion of one may run into that of another.

1. Was the action of the city in building the subway governmental or proprietary in character ?

The city owns the subway, and it is a railroad corporation so far as the construction, operation and leasing thereof is concerned. It was not required, but simply permitted, to build and operate the road. It is authorized to lease its railroad, either for “ a specified sum of money or a specified proportion of income, earnings or profits; ” or it may operate the road itself and charge such rates of fare for the transportation of persons and property as may be fixed by its own boards and officers. (L. 1909, ch.

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Bluebook (online)
90 N.E. 456, 197 N.Y. 81, 1909 N.Y. LEXIS 747, Counsel Stack Legal Research, https://law.counselstack.com/opinion/in-re-board-of-rapid-transit-railroad-ny-1909.