Crum v. Mt. Shasta Power Corp.

4 P.2d 564, 117 Cal. App. 586, 1931 Cal. App. LEXIS 504
CourtCalifornia Court of Appeal
DecidedOctober 21, 1931
DocketDocket No. 4264.
StatusPublished
Cited by10 cases

This text of 4 P.2d 564 (Crum 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
Crum v. Mt. Shasta Power Corp., 4 P.2d 564, 117 Cal. App. 586, 1931 Cal. App. LEXIS 504 (Cal. Ct. App. 1931).

Opinion

THOMPSON (R. L.), J.

This cause is presented to this court upon rehearing.

The appeal is from a judgment which was entered upon the rendering of a verdict for $20,000 as damages for the diversion of the water of Fall River from land which was deemed to be riparian thereto. The defendant, which is a hydroelectric power company, was also enjoined from using the water of that river until the judgment for damages is satisfied. The respondents, husband and wife, for convenience will be referred to as plaintiff.

Fall River empties into Pit River in the northeastern portion of Shasta County. The plaintiff owns 116 acres of farm land bordering on the south bank of Pit River on Pitville Pool, a distance of five miles above the mouth of Fall River. This pool is a mere enlargement of the bed of Pit River. Its waters are impounded during the summer months by a lava rock reef which forms a dam across Pit River below the mouth of Fall River. The plaintiff’s land does not border on Fall River, but, upon the contrary, is located a distance of five miles from the nearest point to the last-mentioned stream. The plaintiff’s land is, however, claimed to be riparian to Fall River since this stream contributes a substantial quantity of water which is impounded in this tributary pond and mingles with the body of the water of Pitville Pool upon which the land is located.

Pit River is a perennial stream, the source of which is Goose Lake in northern California. It flows, in a southwesterly direction through Modoc and Shasta Counties, emptying into the Sacramento River north of Redding. It has a drainage of 4,000 square miles. In the lower reaches of Pit' River it has a maximum flow of 10,000 second-feet of water in the winter-time. In the hot months of summer the minimum flow is but 30 second-feet. Fall River rises in the foothills of western Shasta County and flows southeasterly, *592 emptying into Pit River at Pall River mills. Pall River has a maximum of 1800 second-feet of water, with a minimum of approximately 1,000 second-feet.

Pitville Pool extends from the rock reef above mentioned upstream a distance of eight and a half miles to Young’s Palls, just south of the town of Pitville. The bed of this pool is substantially level throughout its entire length. The pool has an average depth of thirteen and a half feet of water in the summer-time. Its width is 145 feet. It covers an area of 150 acres. It then contains 2,000 acre-feet of water. It is perpetually filled by the natural flow of water down Pit River, which stream is augmented by water from its upper tributaries, together with a quantity of water which is drained into the pool from the McArthur canal, which conveys water from Tule River. Pall River empties into this pool at a point 500 feet above the rock reef. dam across Pit River. It contributes a large quantity of water to this pool, which mingles with and becomes an inseparable part .of the corpus of water in Pitville Pool. Before and after the diversion of Pall River the surface of this pool was always maintained at an elevation which caused water to flow over the rock reef below the confluence of these two rivers. The average loss of water from this pool because of evaporation during the months of May to September, inclusive, of each year, is 7.3 vertical inches. There is no evidence of additional loss from seepage. The loss of water from this pool during the dry season, from evaporation and all other causes, is overcome by the minimum flow of 30 second-feet which descends Pit River over Young’s Palls at the head of the pond. The maximum quantity of water which was pumped by the plaintiff from this pool for irrigating 20 acres of his land never exceeded a fraction of one second-foot of water. There is no evidence that the irrigation of his entire tract of 116 acres of land would require more than one second-foot of water during these summer months. The amount of water retained in this pool was never diminished, except temporarily, by the diversion of Pall River. The plaintiff does not complain of a diminution of water from this pool or á lack of water necessary for irrigation or domestic purposes. His claim of damages is based upon the doctrine of usufructuary title to the water of Pall River upon his riparian land which entitles him to the *593 natural flow of the stream regardless of his actual use of the water.

The defendant is a hydroelectric power company. It owns all the land riparian to Pall River from its confluence with Pit River to a point two and a half miles up Pall River. It also owns all the land riparian to Pit River from a point 600 feet above the juncture of these streams, down to the power plant which is located seven miles below the rock reef dam.

In 1920 the defendant began the construction of its dam, penstock and tunnel at Manning Palls on Pall River one mile above the mouth of this stream, for the purpose of diverting the water therefrom. The plaintiff had knowledge of these operations and of the purpose of the defendant to divert the water. He, however, testified he did not know the diversion of Pall River would affect the level of the water in Pitville Pool. He also testified he did not then know his land was riparian to Pall River. He made no protest against the diversion of. this stream. Prom the point of diversion at Manning Palls, the defendant extended its tunnel southerly several miles across the intervening tract of land, connecting it with Pit River at a point seven miles south of the rock reef dam. At the juncture of this canal with Pit River, the defendant’s power plant number one was constructed. September 30, 1922, the construction work for this enterprise was completed. On that date the defendant first temporarily diverted the water of Pall River through its penstock, tunnel and power plant for a trial run. This diversion resulted in lowering the water in Pitville Pool a depth of five feet. The water of Pall River was immediately turned back into its natural channel and the pool was again filled to its normal depth. The plaintiff does not complain of damages resulting from this temporary diversion of the stream.

There was a break in the western portion of this natural rock reef barrier in Pit River below the mouth of Fall River. This natural break contained a V-shaped crevice some eight feet in depth. Through this break in the reef a considerable quantity of water was enabled to escape from the Pitville Pool. Below the reef there was a series of rapids. Below the dam the elevation of the bed of Pit River dropped 18 feet in a distance of 300 feet of its course. After the water of Pitville *594 Pool was lowered by means of the diversion of Fall River, the defendant constructed a substantial concrete apron or dam across the break in the reef connecting the intact portion of the rock ledge with the western shore of Pit River. The V-shaped crevice was closed. The concrete dam was built from line level with the top of the rock reef to a depth of nine feet. It contained seven gates to act as spillways in time of flood water. The artificial improvement to the natural rock reef dam effectually impounded the water and restored the pool to its normal depth. The water of Fall River was then again diverted through the defendant’s canal. The permanent diversion of Fall River, however, did not lower the depth of Pitville Pool after the concrete wing of the rock reef dam was constructed.

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Bluebook (online)
4 P.2d 564, 117 Cal. App. 586, 1931 Cal. App. LEXIS 504, Counsel Stack Legal Research, https://law.counselstack.com/opinion/crum-v-mt-shasta-power-corp-calctapp-1931.