Crum v. Mt. Shasta Power Corp.

30 P.2d 30, 220 Cal. 295, 1934 Cal. LEXIS 534
CourtCalifornia Supreme Court
DecidedMarch 1, 1934
DocketDocket No. Sac. 4752.
StatusPublished
Cited by19 cases

This text of 30 P.2d 30 (Crum v. Mt. Shasta Power Corp.) 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
Crum v. Mt. Shasta Power Corp., 30 P.2d 30, 220 Cal. 295, 1934 Cal. LEXIS 534 (Cal. 1934).

Opinion

THE COURT.

A rehearing was granted in this case to give further consideration to two points discussed in our former opinion. The first point has to do with the proper interpretation of the case of Joerger v. Mt. Shasta Power Corp., 214 Cal. 630 [7 Pac. (2d) 706], and the application of the rule of that case to the facts of this case. Upon further consideration we are of the opinion that the discussion of the Joerger case was not necessary to the *298 opinion and may be stricken therefrom without in any way affecting the result. The opinions of the District Courts Of Appeal in these cases have clearly established the law of the case to be that the plaintiffs are entitled to damages. To the discussion contained in our former opinion on this point, we add the following observation. Assuming, but not deciding, that defendant’s use of the water is in the exercise of its riparian rights, but constitutes an excessive use of the waters of Fall Paver, plaintiffs could not, as contended by defendant, secure an apportionment of said waters. This is so for the reason that a public use has attached to the entire flow of Fall River. If plaintiffs should bring an action for apportionment they would be immediately met with the defense that a public use had attached to the entire flow. The same reasons that prevent the plaintiffs from securing an injunction in the present eases would prevent them from securing an apportionment.

The second point requiring further discussion is whether the stipulation offered by defendant should have been admitted into evidence. This point will be more fully discussed hereafter.

We are fully in accord with the other portions of our former opinion. We therefore adopt as part of our opinion on rehearing, the following portions of our former opinion (86 Cal. Dec. 235 [24 Pac. (2d) 801]) :

“These two cases are now before the appellate courts for the second time. On the first appeals, the District Court of Appeal .reversed judgments in favor of the respective plaintiffs. (Crum v. Mt. Shasta Power Corp., 117 Cal. App. 586 [4 Pac. [2d] 564]; Albaugh v. Mt. Shasta Power Corp., 117 Cal. App. 612 [4 Pac. [2d] 574].) Petitions for hearing in this court were denied. After the reversals, the two above cases were consolidated for trial, and were retried before the court sitting with a jury. The jury brought in a verdict in favor of Crum in the sum of $32,100, and in favor of Albaugh in the sum of $96,300. Defendant has separately appealed from each judgment.
“The controversy between these parties is of long standing, and grows out of the diversion by the defendant for power purposes of substantially all of the waters of Fall river above the confluence of that river with the Pit river. *299 The Fall river empties into the Pit river in the northeastern section of Shasta county. The two streams come together at approximately right angles. The quantity of water flowing in Fall river in the summer time is much larger than the quantity flowing in the Pit river in those months. Pit river is a flashy stream with a maximum flow of 10,000 second feet in the winter months, and a minimum flow at Young’s Falls of as little as 3 second feet in the summer months. The flow of Fall river, on the other hand, is much more uniform. It has a maximum flow of about 1800 second feet, with a minimum of about 1000 second feet.
“Plaintiffs’ lands are located on opposite sides of the Pit river on what is referred to as Pitville pool, about five miles upstream from the confluence of the two rivers. Crum owns about 116 acres and Albaugh owns about 400 acres, both areas being adjacent to the pool on opposite sides thereof.
“It is because of the physical characteristics of the Pitville pool that this action has arisen. About 500 feet downstream from the confluence of the two rivers, there is a natural rock reef or barrier extending nearly across the bed of the Pit river. This rock reef acted as a partial natural dam and caused the waters of the two streams to back up, creating Pitville pool. About 8½ miles upstream from the rock reef, on the Pit river, is to be found Young’s Falls, located at the town of Pitville. The stream from Young’s Falls down to the rock reef is known as the Pit-ville pool. Plaintiffs’ civil engineer, Mr. Man, testified as to making a survey of the pool. He made a profile of the pool, which was introduced into evidence as plaintiffs’ exhibit 3. From this exhibit and from the testimony of Man interpreting it, it appears that the maximum depth of this pool opposite Albaugh’s lands is over 27 feet lower than the top of the rock reef, and that the maximum depth of the pool opposite Crum’s lands is over 19 feet lower than the top of the rock reef. This profile map demonstrates that the bed of the Pitville pool from the rock reef to Young’s Falls is below the level of the top of the rock reef and runs slightly downhill from the reef. Stated another way, the bed of the pool from Young’s Falls to the rock barrier runs slightly uphill and at no place appears to be *300 within about 7 feet of the height of the rock reef. This witness and others testified that the surface of the pool is practically level. Several of plaintiffs’ witnesses testified that there was no noticeable current and, in fact, no current in the pool in the summer months; that, in the absence of a wind, objects thrown into the pool would remain approximately stationary for many hours.
“ This physical condition, according to plaintiffs’ theory, makes their lands riparian to Fall river in the summer months, although their lands are located more than five miles from where the Fall river empties into the Pit river. We agree with plaintiffs that the evidence introduced on this trial, as well as the law of the ease, as established on the prior appeals, fully establishes that Pitville pool is a natural reservoir, which is filled with water in the summer months from both the Pit and Fall rivers, and that in those months plaintiffs’ lands are riparian to both streams. We are of the opinion that the evidence establishes that Fall river, in the summer months, in a state of nature, contributed a large quantity of water to this pool, which water mingled with and became an inseparable part of the corpus of the water in the pool. In other words, Pitville pool is a miniature lake in the summer months, its waters in that period consisting of Pit and Fall river waters, mingled indiscriminately. We cannot add to what the District Court of Appeal said on this point on the prior appeal in the Crum case. We adopt as a part of this opinion the following portions of the Appellate Court’s decision (117 Cal. App., at p. 596) :
"It may seem like fiction to say that land which is located on a pond formed by a dam in the bed of one stream, may still be riparian to another stream which is five miles distant from this land. While Fall river contributes a substantial quantity of water which mingles with and remains in Pitville pool, this pond may be deemed to be an inlet or arm of Fall river, in spite of the fact that there is no current in the pool by means of which the water of the last-mentioned stream may be actually traced to the locality of the land.

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Bluebook (online)
30 P.2d 30, 220 Cal. 295, 1934 Cal. LEXIS 534, Counsel Stack Legal Research, https://law.counselstack.com/opinion/crum-v-mt-shasta-power-corp-cal-1934.