Last Chance Water Ditch Co. v. Heilbron

26 P. 523, 86 Cal. 1, 1890 Cal. LEXIS 966
CourtCalifornia Supreme Court
DecidedSeptember 12, 1890
DocketNo. 13161
StatusPublished
Cited by10 cases

This text of 26 P. 523 (Last Chance Water Ditch Co. v. Heilbron) 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
Last Chance Water Ditch Co. v. Heilbron, 26 P. 523, 86 Cal. 1, 1890 Cal. LEXIS 966 (Cal. 1890).

Opinions

Fox, J.

Plaintiff is a corporation, having no riparian rights, so far as shown in this case, but claiming the right as appropriator, to take water from Kings River, at the head of its ditch, to the amount of fourteen thousand four [7]*7hundred cubic inches per second, under a four-inch pressure, for purposes of irrigation. The head of plaintiff's ditch is located on and near the southwest corner of section 26, township 17 south, range 21 east, Mount Diablo meridian, and takes the water from and to be used exclusively on the southerly side of Kings River.

The defendants are riparian proprietors, in possession of the rancho Laguna de Tache, containing about forty-eight thousand eight hundred acres of land, situate wholly on the northerly side of Kings River, bordering upon and bounded by the river for the distance of about thirty miles, covering the lands on the northerly side of said river for the entire distance here under consideration, and extending above and below the points herein mentioned.

Kings River flows, so far as its course here comes under observation, a general course from northeast to southwest, but by a somewhat crooked and tortuous channel, it enters township 17 south, range 22 east, at the northeast corner of section 1. At about the center of the south half of the northwest quarter of the section it takes a sudden turn and runs nearly due south about two miles, and from thence runs by a winding channel •to a point in the north half of the northeast quarter of section 25, township 17 south, range 21 east, where it is intercepted from the north by what is known as Dutch John Cut. From here it runs by a winding course to a point in the southwest quarter of section 26 in the same township, where it is intercepted on the south side by plaintiff's ditch. From this point it runs by a nearly direct line to the northwest corner of said section 26, where it is intercepted from the north by what is called Reynold's Slough, and from thence runs a nearly west course, so far as> it is necessary to trace it for the purposes of this case.

At the point of the first bend above mentioned, on section 1, township 17 south, range 22 east, Cole Slough [8]*8connects with and receives water from, the river on the north side. This is shown to be a natural watercourse, cut o°ut by the high waters,'many years prior to the incorporation of plaintiff. It runs a general course from northeast to southwest, through the rancho Laguna de Tache, and wholly on said rancho, to a point on the northeast quarter of section 23, township 17 south, range 21 east, where its waters enter into what is called Reynold’s Slough, above mentioned, and through it iind their way to Kings River at a point one mile below the head of plaintiff’s ditch, and by a course some miles shorter than that of the channel of the river. Cole Slough, at its upper or northerly end, is divided into two channels for a distance of about two miles or a little over; it then unites and flows in a single channel for about the same distance, when it is again divided into two channels, one called the north channel (sometimes called Waggoner’s Slough), and the other the south channel. The north channel is much the shortest, running by the most direct route, and consequently has the most rapid current. The south channel bends down very much to the south, and runs within a few hundred yards of the bank of the river, at a point known as Dutch John Cut. From there it turns again rapidly to the north, and reunites with the north channel about one fourth of a mile above the point where the waters flow into Reynold’s Slough.

Dutch John Cutis not and never was a natural watercourse. At the point where it connects with the south channel of Cole Slough, there was a natural depression in the ground over which the waters would flow at seasons of high water, but the river bank opposite consisted of a high ridge which prevented them from running into the river. The consequence was that they spread out over the alluvial lands to the westward, and formed a lagoon on what would otherwise be valuable meadow land. To obviate this, a tenant on the grant, in 1868 [9]*9or 1869, called Dutch John, made a cut through the high river bank, to drain off this water. This cut was gradually enlarged by the action of the water, and in later years was still further deepened and enlarged by the plaintiff, so as to carry the waters of the south branch of -Cole Slough into the river above the head of its ditch. It also is located entirely upon defendant’s land.

It is shown that as early as 1868, by natural processes the channel of Kings River, at the head of Cole Slough, had become so filled with sand, and Cole Slough had become so enlarged and deepened, that during the dry season little, if any, water ran down the channel of the river, but all the water during the dry season found its way down Cole Slough, and only found its way to the river again through Reynold’s Slough, at a point one mile below where the plaintiff subsequently connected its ditch with the river. During the season of high water, which does not exactly correspond to the rainy season, but is the season of melting snows, large bodies of water ran down both channels.

It further appears that the defendants and their predecessors have, and for many years past have had, upon said rancho, large numbers of cattle, dependent upon the waters of Cole Slough for water to drink; and also have under cultivation some four thousand acres of said rancho planted to alfalfa and other crops requiring irrigation, and even before the incorporation of plaintiff had commenced to appropriate and divert the waters of Cole Slough, for purposes of distribution upon the ranch for the use of their cattle, and for the irrigation of parts thereof, by means of a ditch connecting with said slough at its junction with Reynold’s Slough; that as early as 1881 this ditch had been so enlarged and extended that it was forty-five feet wide on the bottom, four feet deep, and was, with its distributing branches, seventy-five miles in length; that as early as 1871 the head of the [10]*10south channel of Cole Slough had become from natural causes partially filled with sand, so that at low water most of the water would run down the north channel, and the defendant’s predecessors, in that year, built a dam of brush and sand to further facilitate the turning of the water into the northern and shorter channel, and to prevent it from going down towards Dutch John Cut.

The plaintiff was incorporated in October, 1873.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Rowen v. Prasifka
N.D. California, 2024
Franklin v. City of Kingsburg
E.D. California, 2022
Armstrong v. Payne
206 P. 638 (California Supreme Court, 1922)
Martin v. Burr
171 S.W. 1044 (Court of Appeals of Texas, 1914)
Morris v. Bean
146 F. 423 (U.S. Circuit Court for the District of Montana, 1906)
Anderson v. Bassman
140 F. 14 (U.S. Circuit Court for the District of Northern California, 1905)
Strong v. Baldwin
70 P. 288 (California Supreme Court, 1902)
Union Mill & Mining Co. v. Dangberg
81 F. 73 (U.S. Circuit Court for the District of Nevada, 1897)

Cite This Page — Counsel Stack

Bluebook (online)
26 P. 523, 86 Cal. 1, 1890 Cal. LEXIS 966, Counsel Stack Legal Research, https://law.counselstack.com/opinion/last-chance-water-ditch-co-v-heilbron-cal-1890.