Callison v. Mt. Shasta Power Corp.

11 P.2d 60, 123 Cal. App. 247, 1932 Cal. App. LEXIS 847
CourtCalifornia Court of Appeal
DecidedApril 30, 1932
DocketDocket No. 4317.
StatusPublished
Cited by4 cases

This text of 11 P.2d 60 (Callison v. Mt. Shasta Power Corp.) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Callison v. Mt. Shasta Power Corp., 11 P.2d 60, 123 Cal. App. 247, 1932 Cal. App. LEXIS 847 (Cal. Ct. App. 1932).

Opinion

THOMPSON (R. L.), J.

This is an appeal from an injunction restraining the defendants from flooding plaintiffs’ lands or diverting the water of Pall River so as to deprive them of their riparian rights thereto for the purposes of irrigation and domestic use.

Pall River is a small stream which flows southerly in Shasta County through a flat basin, emptying into Pit River at Pall River Mills. Pall River has an average summer flow of 1200 cubic feet of water per second. It has low receding banks in the vicinity of plaintiffs’ lands. One mile above the mouth of this river there is a natural rock reef dam which extends across the entire stream retarding the flow and impounding the water therein. The defendant, a hydroelectric power corporation, is engaged in manufacturing and supplying its customers with electricity for heating and lighting purposes. The power company owns all of the land adjacent to Fall River on both sides of the stream for a distance of two and one-half miles above its mouth. In 1920 this company constructed a concrete dam across Pall River just above the rock reef for the purpose of impounding and diverting the water of that stream. Prom a point directly above this concrete dam the defendant dug a tunnel southerly connecting with Pit River six miles below its juncture with Pall River. At this point a hydroelectric power-house was constructed. At the Pall River entrance to this tunnel a penstock and diverting apparatus were installed to control the discharge of water into the canal. The power-house, penstock and tunnel have a capacity of 1800 cubic feet of water per second. This is adequate to divert the entire flow of water from Pall River.

Twenty-six plaintiffs are involved in this action. Bach of them owns land above the concrete dam and riparian to *250 Pall River. The complaint alleges and the court found that the defendants exercising' an unreasonable use of the water of Pall River, alternately impounded it so as to cause the injurious flooding of plaintiffs’ lands, and upon the contrary, at other times, diverted the entire stream to 'their detriment, thus depriving them of necessary water for irrigating their lands and for domestic use. An injunction was thereupon issued restraining the defendants from interfering with the natural flow of the stream or the ■•normal level of the water of Pall River as it passes over, across or adjacent to the lands of plaintiffs.

The appellants do not contend that- the findings lack adequate support of the evidence. It is however; asserted a court of equity is powerless to compel a lower riparian owner of land, in view of his correlative water rights, to maintain fixed levels of a stream at all seasons .regardless of possible periods of drought or times of flood, that upper riparian owners of land have no title or right of control over the water of a stream after it has passed their land.

The appellants contend that the injunction wrongfully requires them to maintain arbitrary levels of water in Pall River as a condition upon which they are permitted to maintain their dam, penstock and tunnel for diverting the water to be used for hydroelectric power purposes. We think the injunction may not reasonably be so construed. The court found that the flow of the stream in its natural condition, as it passes over, through and adjacent to the lands of the upper riparian owners “was practically the same each year”; in other words, that the normal level of the stream is substantially uniform from year to year, varying to conform with the seasons. The approximate variance and normal level of the stream are ascertained and declared. The normal depth of the stream is measured with relation to the height of the defendant’s concrete dam. The court adopted findings in this regard as follows: That from May 15th to August 15th of each year, the surface of the water was level with the top of the concrete dam; from August 15th to September 1st there was an increase of the depth of the stream of 1.5 inches; from September 1st to October 1st there was an additional increase of water of 2.5 inches; from October 1st to February 1st there was a further *251 increase of 8 inches in depth; from February 1st to April 15th there was a further increase of 4 inches in depth; from April 15th to May 15th there was a gradual decrease in depth until the water again reached the top of the concrete dam.

The court then found that “The defendant is entitled to have all of the waters of said Fall River continue in its customary flow by, through, over and upon the said riparian lands subject only to such diminution of flow as results in the reasonable and lawful use by upper riparian proprietors on their riparian lands; and it (the defendant) is entitled to take, divert and use in a reasonable manner the waters of said Fall River on its said lands for riparian purposes, including the generation of electric energy. ) >

The injunction then restrained the defendants from “maintaining or operating their said concrete dam across said Fall River at intake, or the canal, tunnel, surge chamber, penstock or power house in connection therewith, (so) that the natural elevations of the surface of the water in said river is raised or lowered where the same flows through, over, along, across, by, upon and from the lands of said plaintiffs”.

The injunction further recites that: “Said defendants may, and they are hereby permitted to so maintain and operate their said dam, canal, tunnel, surge chamber, pen-stock and power house that the surface elevation of the waters in said river, where the same flows through, over, along, across, by, upon and from the said lands of said plaintiffs, and each of them, will be maintained as the same existed in a state of nature. . . . That the maintenance by said defendants of the elevation of the water surface in said Fall River at their said concrete dam at the elevations hereinabove'. . . set forth, and during the times therein specified, shall constitute a compliance with this decision requiring said defendants to maintain the surface elevation of the waters in said river,” adjacent to the upper riparian lands of the plaintiffs.

It appears from the terms of the injunction that the court merely seeks to restrain the defendants from operating or maintaining their dam, penstock and tunnel in such a manner as to interfere with the “natural elevations of the *252 surface of the water” in Fall River, as it flows over or adjacent to the lands of plaintiffs so as to deprive the upper riparian owners of their vested water rights for irrigation and domestic use. The court fixes the natural elevation of the water for the various seasons. We must assume these figures are substantially correct. We are cited to no evidence in conflict therewith.

The appellants concede they were not authorized to flood the lands of upper riparian owners by maintaining a dam which backed the waters up so that it overflowed their lands. The opening brief contains this language: “We freely admit that defendant has no right to overflow the lands of plaintiffs by damming back the waters of Fall River.” But the defendants assert “it is entitled to correlative rights, and that it cannot be compelled to maintain fixed levels of the stream at its diversion dam”. In support of this claim the case of Turner v. James Canal Co., 155 Cal. 82 [132 Am. St. Rep.

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Bluebook (online)
11 P.2d 60, 123 Cal. App. 247, 1932 Cal. App. LEXIS 847, Counsel Stack Legal Research, https://law.counselstack.com/opinion/callison-v-mt-shasta-power-corp-calctapp-1932.