Lehigh Valley Railroad v. North Jersey District Water Supply Commission

118 A. 342, 94 N.J. Eq. 94, 9 Stock. 94, 1922 N.J. Ch. LEXIS 29
CourtNew Jersey Court of Chancery
DecidedJuly 26, 1922
StatusPublished
Cited by1 cases

This text of 118 A. 342 (Lehigh Valley Railroad v. North Jersey District Water Supply Commission) 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
Lehigh Valley Railroad v. North Jersey District Water Supply Commission, 118 A. 342, 94 N.J. Eq. 94, 9 Stock. 94, 1922 N.J. Ch. LEXIS 29 (N.J. Ct. App. 1922).

Opinion

Foster, V. C.

Complainants ask to have defendants restrained from proceeding with the development of a water supply from the [95]*95Wanaque river and its tributaries until compensation therefor has first been made to them; and to further restrain defendants from so diverting and impounding such waters in any way or quantity that will interfere with or affect the rights and obligations of complainants as owners and lessees of the Morris canal.

Under the authority granted by chapter 71 of the laws of 1916 (P. L. 1916 p. 129), the defendant the North Jersey District Water Supply Commission has entered into a contract with the defendant the city of Newark for the development, by means of a large storage reservoir, of an additional water supply for the city, from the waters of the Wanaque and Greenwood lake and their tributaries—the same sources from which the waters of the Morris canal are in part obtained. Under this contract the reservoir, which is about six miles long and a half mile wide, will have a storage capacity of eleven billion gallons, and it is contemplated to release therefrom daily for the use of the city fifty million gallons or more.

Complainants claim the extent of this diversion is such that it will seriously affect both its rights and obligations and'will in effect compel the abandonment of the canal for navigation purposes.

Complainants assert that their status in these proceedings is that of riparian owners—the owners of the bed or banks of the canal—and they also claim not only the ordinary rights incident to such ownership, but also the additional and extraordinary rights to the waters necessary for the canal, granted them in 1834 by the charter of the Morris Canal and Banking Company, and this status is neither denied nor disputed by defendants’ pleadings or proofs.

The threatened diversion of waters now flowing into the canal is admitted and the real controversy between the parties can be considered in the following order:

1. Is the extent of the contemplated diversion of the waters now flowing into the canal so great that it will injuriously effect complainants’ rights and prevent them from perform[96]*96iiig their obligations and duties in maintaining the canal in an operating condition ?

2. And are the defendants unlawfully attempting to effect such diversion?

Considering these questions in their order, it appears from the proofs that the canal, which has been held to be a public highway, extends from the Delaware river to the Hudson river, and that the feeders are part of it. Barnet v. Johnson, 15 N. J. Eq. 481; Lehigh Valley Railroad v. McFarlan, 31 N. J. Eq. 706; Willink v. Morris Canal and Banking Co., 4 N. J. Eq. 377.

The canal is twenty feet in width at the bottom, forty feet at the top water line, and needs a five-foot depth of water for navigation purposes. Besides the canal and its feeders and tributaries, it has connected with it four hundred and fifty-six structures, including two hundred and eiglity-two bridges, forty-three culverts, twelve aqueducts, with flood gates to let out the water when necessary; ten dams, forty-five spillways, thirty-two locks and twenty-four planes and other miscellaneous structures.

By the act of 1871 (P. L. 1871 p. 445), under which the canal and banking company leased the canal to the Lehigh Valley Railroad Company, it is provided, in section 3, that the canal company and its lessee may use the surplus water of the canal, or of any of its feeders, not needed for the purposes of navigation in furnishing and supplying the inhabitants of any municipality along the canal with a sufficient quantity of pure and wholesome water for domestic, manufacturing and other uses.

Complainants’ proofs show that for the purposes of navigation alone a depth of five feet of water must at all times be maintained in the canal, and in order to keep the canal in such normal navigable condition, additional water must be supplied to meet the requirements of the factors of evaporation, lockage, breakage, individual waste and seepage, and to meet all of these requirements, it is reasonably necessary for them to have, and that there must be available to them at all times, a flow of not less than seventy-seven cubic feet of water [97]*97per second into the canal; or, as the engineers term it, and as it will hereafter be referred to, seventy-seven second feet. Of this quantity complainants’ proof show that forty-eight second feet is needed for a period of many weeks in dry weather, and that at least forty-one and forty-one hundredths second feet is required in cold, wet weather, merely to keep the canal at the navigating depth of five feet. In this estimated requirement of seventy-seven second feet no allowance has been made for the water requited to refill any section of the canal, nor for complainants’ rights under the Leasing act of 1871 to sell surplus water.

Defendants’ proof is that to keep the level full merely for navigation purposes, requires a flow of only forty second feet, without taking into consideration the water requirements for seepage, lockages, &c.; and to produce this quantity of forty second feet, their engineers find at the head of the Pompton feeder a flow of twenty-seven and thirty-five hundredths second feet, and, as the contract between the defendants provides that there shall be let down daily from their reservoir twelve million gallons, the equivalent of eighteen and fifty-eight hundredths second feet, these two' sources produce a total of forty-six and forty-nine hundredths second feet, which defendants claim is an excess of six and forty-nine hundreths second feet, and is that much greater, according to their estimate, than the quantity which is needed by complainants for navigation purposes. Complainants contend defendants’ estimate of forty second feet actually produces a shortage of one and fifty-one hundredths second feet in the quantity required merely for navigation at the most favorable season, and that this forty-second-feet estimate also produces a total shortage for all canal purposes, not including the refilling of any section of the canal or the sale of surplus water, of thirty and fifty-one hundredths second feet.

Defendants further claim that they do not intend to affect complainants’ supply of water from Greenwood lake, as they contemplate letting the waters stored therein by complainants flow through the reservoir into the Wanaque river, but it is not clear from defendants’ proofs if this flowage from [98]*98Greenwood lake through the reservoir is to provide the above-mentioned twelve million gallons daily, or if in addition to this quantity complainants will also1 have the flowage from the lake, nor does it appear when, or how often, or under what conditions the waters from the lake will be permitted to flow through the reservoir into the canal.

From my consideration of the evidence, I am convinced that complainants5 engineers, while! possibly making extremely careful provision for every contingency, are more accurate in their facts and estimates, than are the engineers and their estimates produced by the defendants. I am influenced in this conviction, not only by the ability and experience of Mr.

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Bluebook (online)
118 A. 342, 94 N.J. Eq. 94, 9 Stock. 94, 1922 N.J. Ch. LEXIS 29, Counsel Stack Legal Research, https://law.counselstack.com/opinion/lehigh-valley-railroad-v-north-jersey-district-water-supply-commission-njch-1922.