Vineland Irrigation District v. Azusa Irrigating Co.

58 P. 1057, 126 Cal. 486, 1899 Cal. LEXIS 747
CourtCalifornia Supreme Court
DecidedOctober 28, 1899
DocketL.A. No. 565.
StatusPublished
Cited by10 cases

This text of 58 P. 1057 (Vineland Irrigation District v. Azusa Irrigating Co.) is published on Counsel Stack Legal Research, covering California Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Vineland Irrigation District v. Azusa Irrigating Co., 58 P. 1057, 126 Cal. 486, 1899 Cal. LEXIS 747 (Cal. 1899).

Opinion

HENSHAW, J.

—Plaintiff sued as an appropriator of a part of the subterranean flow of the San Gabriel river to restrain the defendants, who are also appropriators of the waters of the same stream, from changing their place and manner of diversion to the plaintiff’s injury. The defendants, who are very numerous, made answer, and, _ without particularizing their pleadings, it will be sufficient, speaking of them collectively, to say that they asserted a right to all of the waters of the stream prior and superior to that of plaintiff, both as appropriators and as owners of riparian lands. By cross-complaint they sought also to restrain plaintiff from further taking the waters of the river, upon the ground that it materially interfered with their own prior and superior rights thereto.

The following facts are necessary to an understanding of the litigation: The San Gabriel river flows through the San Gabriel canyon over government land, whence it passes out into San Gabriel valley. The channel of the river is well defined, both in the canyon and after it passes into the valley. In the canyon the stream is tortuous and of varying width, in places narrow, in others broadening out into flats and bars. The rocky walls of the canyon are the natural banks of the stream. The space between these rocky walls is filled with a loose formation of sand, gravel and bowlders. This forms the bed of the stream. In the summer season, the channel is changeable along arid across this gravel bed, moving from one side of the canyon to the other. In places, the waters of the stream divide, forming small islands. The gravelly bed of the stream is of varying depth, being shallow where the canyon narrows and deeper in its broader parts. The water from the surface flow of the stream saturates this gravelly bed at times and in -places from canyon wall to canyon wall. This water saturating the gravelly *490 bed is a part of the waters of the San Gabriel river, flowing in its channel between its natural banks in contact with the surface flow, and forms the subsurface flow of the river. It is found by the court that this subsurface flow protects and supports, and is necessary for the protection and support of the surface flow.

At a time prior to the acquisition by plaintiff of any of its asserted rights, it is admitted that the defendants, other than the defendant the Azusa Water Development and Irrigation Company, had appropriated all of the waters constituting the surface flow of the river, diverting them at a point below plaintiff’s point of later diversion. These defendants actually took the surface waters of the stream, and no others.

Owing to the nature and character of the bed of the stream, it appears, as it would be natural to expect, that a large volume of water is carried by the subsurface flow. It is possible and practicable to impound this water and make it available for useful purposes, in some instances by a dam called a bedrock dam which is built from the natural country rock up and through the gravelly jbed to and above the surface. Such a dam, as a matter of course, if extended across the bed of the stream, arrests and impounds the subsurface flow. Another method of securing these subterranean waters is by tunneling. Under this system a tunnel is driven from a point below in a general direction up the stream through, under, and along this gravelly bed. The subsurface flow naturally drains into this tunnel, and is thus carried down to its mouth and there diverted.

Another of these defendants, the Azusa Water Development and Irrigation Company, still at a time prior to the acquisition by plaintiff of any of its rghfcs, posted at places upon the stream above the point of diversion of the other defendants its notices of intention to appropriate all of the unappropriated waters of the stream.

Under this notice the work actually done by this defendant was of the following character: Beginning at a point near the stream and above the point of diversion of the other defendants, it drove a tunnel such as has been described up the bed, of the stream, and therein collected from the subsurface flow some hundred or more miners’ inches of water, which, flowing *491 to the mouth of the tunnel, was there turned into the stream, and permitted to run with the surface flow to the point of diversion of the other defendants, where the waters were segregated and carried by their appropriate distributing systems to the consumers. Difficulties, however, arose between this defendant and the» other defendants in this action, and litigation followed. In the end a so-called compromise agreement was entered into between all of the defendants. By this their various claims and contentions were settled and determined between themselves, and, as the court finds, “their rights were united and consolidated,” and the water of the river to which they were entitled was divided and apportioned amongst them. There was appointed a committee of nine which should thereafter, under certain restrictions, have full charge of the further works of development to be constructed.

The notice of appropriation of the defendant the Azusa Water Development and Irrigation Company was posted upon the twenty-seventh day of August, 1883, and, as the court finds, it prosecuted its work of construction diligently and uninterruptedly until the twenty-sixth day of January, 1889. Upon this date the compromise agreement above mentioned was consummated, and, as the court still further finds, the committee of nine immediately after took charge of the development tunnel of the Azusa Water Development and Irrigation Company, and at once let contracts for continuing the work in the development of the tunnel, and prosecuted the work diligently and uninterruptedly until the completion thereof in 1896. After the date of the compromise agreement the plaintiff: was organized as an irrigation district. In March, 1890, it commenced the construction of its tunnel, completing the work in October, 1893. This tunnel began upon the opposite side of the river from the tunnels of defendants, upon the lands in the private ownership of the plaintiff, and was driven toward and into the gravelly bed of the river. By this tunnel, as by the tunnel of the Azusa Water Development and Irrigation Company, the subterranean flow of the stream was gathered and diverted to the amount of about sixty miners’ inches of water. The place where the tunnel entered the river bed, from which the major portion of its waters was gathered, was above the *492 point where the defendants for years past and at that time were diverting the surface flow, and at a point below where the defendant the Azusa Water Development and Irrigation Company turned into the stream the subsurface waters developed by its tunnels. Plaintiff continued for several years to draw from its tunnel an amount of water varying with the amount carried by the surface flow of the stream, while, upon the other hand, the committee of nine acting under the compromise agreement and the notice of appropriation by the defendant Azusa Water Development and Irrigation Company continued work upon the latter’s tunnel, driving it still further up the stream, constructing galleries, and finalty sinking shafts from the surface to the tunnel to catch and drain all the surface flow.

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Bluebook (online)
58 P. 1057, 126 Cal. 486, 1899 Cal. LEXIS 747, Counsel Stack Legal Research, https://law.counselstack.com/opinion/vineland-irrigation-district-v-azusa-irrigating-co-cal-1899.