State v. Mayor of Jersey City
Opinion of the Court
Certioraris were issued out of the Supreme Court, to the mayor and common council and to the water commissioners of Jersey City, to remove their proceedings in relation to the construction of and assessment for a sewer in said city, known as the Wayne street, Railroad avenue, and Newark avenue sewer, and the lateral sewers connected therewith, in order that the assessments for said sewer might be reviewed and set aside.
By the judgment of the Supreme Court the proceedings of the common council and of the water commissioners, in relation to the construction of the sewer, and to the assessment therefor, were affirmed. That judgment is now brought before this court for review.
The principal reason relied on for reversal is, that the main sewer and the laterals therewith connected were not built in conformity to the plan or general system of sewerage proposed by the water commissioners, and adopted by the mayor and common council of the city.
Among the numerous alleged departures from the general plan of sewerage are—
2. That the sewer is constructed at too great au-elevation, and-with a.defective grade.
3. That they are built partially of wood, and not entirely of brick; that they are oval in form, and not circular.
The character of these and other similar objections renders it necessary to ascertain with some degree of precision what constitute material departures from the plan of sewerage authorized, by law.
The plan proposed by the water commissioners, and adopted by council contemplates the construction of a canal at the level of high tide, for the purpose of cleansing the sewers, by flushing a series of main sewers connected with the canal, and- emptying into Hudson river, laid upon the inclination due to the difference between high • and low water, and connected with these main sewers, a series of lateral sewers, which should drain the intermediate streets and alleys. The report embraces a great, variety of details, including- the form and dimensions of the. sewers and pipe drains, the materials for their construction, and estimates of the cost of the work. - It was. insisted- by counsel, in argument, that the general plan of sewerage extended to and inoluded all these details of arrangement, materials, and construction, and that a material departure in any.respect must be fatal to the validity of the assessment; that the legislature have- authorized' the construction of such work only as, was reported by the commissioners, adopted by council, and sanctioned by the statute..
What was designed by the general' plan of sewerage, and what are its-essential- features, will be best understood from the language of the report itself.
Four plans are presented as applicable to the drainage of the city.
1st. By raising the level of all the low- land to (hat height which will allow .a .descent to the drains sufficient
2d. By draining ail that part of the city north of Newark avenue from the summit, east into the Hudson river, and west into Mill creek, or a receiving reservoir, and that part south of Newark avenue into tide water, passing under the Morris canal.
3d. By leading all the main sewers into a collecting sewer, and pumping out the sewerage water by steam-power.
4th. (Which is the plan adopted by council.)
By excavating a canal, beginning on the Hudson river, at the boundary between Hoboken and Jersey City, on the north, and after following the western boundary of the city, communicating again with tide-water, either at the Morris canal or at Communipaw bay. Connected with this canal, it is proposed to have a system of main sewers laid upon the inclination due to the difference between high and- low water, and emptying into the Hudson river. These are to be flushed at regular intervals by the water in the canal, admitted during high tide by self-acting tide gates.
In furnishing the details of the plan, it is proposed to open a canal one hundred feet wide, furnished with tide gates, by which the water should be locked in at high tide, thus furnishing a navigable basin for boats, as well as ample waterpower for flushing out the sewers.
1. The first objection to the validity of the assessment is, that the entire work is illegal and in violation of the statute, the canal not having been constructed, and being, as is alleged, now virtually abandoned and regarded as impracticable.
There is no evidence that the construction of the canal is abandoned. On the contrary, so far as the official action of the council or board of water commissioners is concerned, all their proceedings recognize and adopt the plan sanctioned by council. There is nothing in the act re*
2. The second objection to the validity of the assessment is, that the level of the sewer, as constructed, is too high; that it is not one foot below medium low tide at the Hudson, nor one foot six inches below high tide at the canal, as proposed by the plan ; and because the grade of the sewer is defective, and not built with the descent designated in the general plan of sewerage.
Admitting these changes to be essential departures from the general plan of sewerage, and the fact of their existence to be clearly proved, the answer to the objection is, that it does not appear that they were authorized either by the common council or by the board of water
But admitting that the change in the relative height of the sewer to tide water in the canal and Hudson river, and the change in the grade of the sewer, was made by the express authority of the water commissioners, it is no fatal objection to the assessment.
By the plan, it was proposed to have connected with the canal a system of main sewers, laid upon the inclination due to the difference between high and low water, and emptying into the Hudson. In the details of the plan, it was further proposed to have the bottom of the sewer laid one foot and a half below medium high tide at the canal, wiLh a descent varying from sixty-six hundredths of an inch to one inch and seven-tenths of an inch per one hundred feet, to strike the Hudson at one foot below medium low tide. It may be suggested that the precise depth and grade of the sewer, like its form and the ma
By ,the statute authorizing the construction of the work, the water commissioners are authorized to construct the canal, locks, sewers, and drains described in the plan, with such changes or alterations as may be found convenient or necessary in the progress of the work. Pamph. Laws, 1854, p. 403, § 1.
The work is to be constructed under the superintendence of the water commissioners and their engineer .or inspector. Pamph. Laws 1852, p. 428, § 22.
The necessity or expediency of changes or', alterations in the sewers are referred solely to the discretion of the water commissioners. If, in the progress of the work, they found these changes expedient or necessary, they were authorized to make them. A vast deal of evidence has been taken to prove that the change in the depth and grade of the bottom of the sewer is injurious to the value of the work. But .who constituted this court a judge of that question ? The statute refers it exclusively to the water commissioners, and their decision, however erroneous it may prove to be, must be fiual.
The same answer, and with more self-evident applicability, may be made to all those objections which relate to the form and dimensions of the sewers, and to the materials of which they are constructed. The proposals contained in the plan, in regard to all these details, were manifestly tentative in their character, and were referred, and most wisely referred, to the judgment of the commissioners, to be changed or altered as experience should suggest, or as difficulties encountered in the progress of the work should render necessary. It is an undoubled
3. The third objection is, that certain lateral sewers were constructed in connection with the main sewer which were not specified in the application, and which were not included in the original plan.
The language of the third section of the act of 1854 (Parnph. Laws 403) warrants the interpretation that, when the main sewer is ordered to be built, the drains for the adjacent, streets shall, as a matter of course, be constructed at the same time, without special proceedings for the authorization of such lateral sewers. If so, the repealing clause is broad enough to repeal all previous enactments in conflict with such construction. But, aside from this construction of the act, the fact that a lateral sewer was improperly connected with the main sewer in question would not render the construction of the main sewer and its authorized laterals illegal. Nor should it affect the validity of the assessment for the main sewer and its authorized branches, unless it should be conclusively shown that the amount of the assessment upon each landholder was thereby increased, and his interest, prejudiced. I find no such evidence in the record.
4. The allowance to the contractors for extra work not included in the contract, and for the cost of material not provided for in the contract, but, deemed necessary for the security of the work, was clearly within the discretionary powers of the water commissioners, and in no way affects the validity of the assessment.
5. The water commissioners, by virtue of their general
6. It is objected that the sewer was run through private property, not within any street, avenue, lane, or alley, and that no appraisement of the value of such property was had, or compensation made to the owner therefor.
The land in question is a narrow strip, lying between the termination of Coles street, on the one side, and of Varick street on the other, the passage across the lot forming a connection between those two public streets, and thus constituting one continuous line of street or road. The road across the lot has been open and used as a highway for over twenty years, and is, in fact, a part of a public street, used as such by the public: whether it be a lawful street or highway, is a question which cannot be tried and decided in this collateral proceeding. Being used and occupied by the public for more than twenty years as a street, it will, for the purposes of this cause, be regarded as a street within which the sewer may be rightfully located. But if the fact be otherwise, the act of 1854 (Pamph. Laws 403, § 2,) authorizes private property for the purposes of the sewer to be taken by appraisement. If the appraisement of, and compensation for the property has not already been made, it may be done hereafter. In any event, the validity of the assessment is not impaired.
It is no objection to the validity of the assessment that the old sewer in Wayne street was retained, and the new sewer connected therewith. There is nothing in the statute or in the city ordinance prohibiting it. If it necessarily involved an alteration of the sewer, as pro
There is no fatal error in the assessment, or in the proceedings for opening the sewer upon which the assessment is founded. The judgment of the Supreme Court must he affirmed.
For affirmance — The Chancellor, the Chief Justice, and Judges Brown, Clawson, Ogden, Vredenburgh, Combs, Cornelison, Kennedy and Swain.
For reversal — Judge Wood.
Cited in State v. Jersey City, 1 Vr. 150; Jersey City v. State, 1 Vr. 525; Eames v. Stiles, 2 Vr. 493; State v. City of Hudson, 3 Vr. 368; State v. Jersey City, 5 Vr. 44; State v. Atlantic City, 5 Vr. 103; State v. Jersey City, 5 Vr. 279; Bond v. Newark, 4 C. E. Gr. 385; Schumm v. Seymour, 9 C. E. Gr. 155; Leibstein v. Newark, 9 C. E. Gr. 204.
Case-law data current through December 31, 2025. Source: CourtListener bulk data.