In Re Sutter-Butte By-Pass Assessment No. 6

218 P. 27, 191 Cal. 650, 1923 Cal. LEXIS 493
CourtCalifornia Supreme Court
DecidedAugust 22, 1923
DocketSac. No. 3405.
StatusPublished
Cited by29 cases

This text of 218 P. 27 (In Re Sutter-Butte By-Pass Assessment No. 6) 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
In Re Sutter-Butte By-Pass Assessment No. 6, 218 P. 27, 191 Cal. 650, 1923 Cal. LEXIS 493 (Cal. 1923).

Opinion

LENNON, J.

This is an appeal from a judgment of the superior court, in and for the county of Sutter, three ■judges sitting, purporting to validate an assessment, aggregating in value some eight millions of dollars, spread over certain lands of and in the Sacramento and San Joaquin Drainage District.

The controversy presented upon the appeal had its origin in the adoption, in the form of a legislative enactment by the legislature of the state of California, of the report of the California Debris Commission, which provided a plan for the flood control of the Sacramento River. (Stats. 1911 (Ex. Sees.), p. 117.)

It is a matter of common knowledge that the Sacramento River in its natural condition is able to carry within its *656 banks during flood seasons only a very small proportion of the water delivered to it from its watershed. The result is that the surplus waters spread out and flood the country on both sides of the river. For more than fifty years reclamation districts have been organized on the west side of the Sacramento River and levees built to protect the adjacent lands from submergence. The construction of levees on the west side of the river had the natural effect of throwing the surplus water, which had formerly overrun the west side, to and upon the lands on the east side, thereby naturally increasing the height of the flood plane on that side. At that time the rule was laid down by various decisions in this state, following the English common-law rule, that flood waters were a common enemy, and land owners whose lands were inundated by levees constructed by other land owners could not enjoin such construction or recover damages for the injury resulting therefrom to their lands. It was held that they must, in turn, protect their lands, if they so desired, by the construction of levees. In other words, it was the declared rule that the right of a land owner was, not to be protected from injury by flood water caused by the construction of levees on his neighbor’s lands, but to protect his own land, in turn, by the construction of levees. Obviously in such a situation it was only a question of time until the land owners on the east side of the river would begin to build levees in an endeavor to retain and reclaim the lands on the east side, with the obvious and inevitable result of compelling the land owners on the west side to raise their levees. The individual reclamation'work would, therefore, develop into a contest between the land owners on each side of the river (each attempting to build his levee higher than those of the land owner on the opposite side). It would also happen at times that back lands which were formerly unprotected by levees, but nevertheless free from the danger of flooding, would become subject to annual submergence. Clearly, therefore, the only adequate method of preventing this result was the unification of the individualistic and antagonistic efforts of the land owners on the opposite sides of the river into one comprehensive co-ordinating plan looking toward the flood control of the river in its entirety. *657 Only by carrying into effect some such plan could the lands on both sides of the river be reclaimed.

Exhaustive investigations were made in an effort to find the best solution to the problem. One method suggested, known as the Dabney plan, called for the widening of the river-bed sufficiently to take care of all the surplus water. This plan, however, was found to be too expensive, inasmuch as it involved the purchase of valuable lands on both sides of the usual river channel. Of the several solutions offered, the report of the California Debris Commission, created by the United States government to investigate the problem, was found to be the most feasible, and it was accordingly adopted by the California legislature, by an act entitled “An Act approving the report of the California Debris Commission,” etc. (Stats. 1911 (Ex. Sess.), p. 117.)

This plan provided, in general, for the leveeing of both sides of the Sacramento River to protect the adjacent lands from submergence, and also provided that a by-pass, practically paralleling the Sacramento River on the east, should be acquired, into which the surplus flood waters of the Sacramento River should be turned through certain openings in the levees on the east side of the Sacramento River. The proposed by-pass, which is in its nature an auxiliary river, was planned to leave the Sacramento River at “Moulton Weir,” which is just west of “Marysville’s Buttes,” sometimes known as ‘ ‘ Sutter Buttes, ’ ’ and to continue through Butte Basin and Butte Slough Basin and thence through the Sutter Basin to the confluence of the Sacramento and Feather Rivers, where it would empty into the Yolo by-pass.

Below Moulton Weir the capacity of the Sacramento River channel was estimated to be 65,000 second-feet, and since the estimated water presented to the river at this point during flood periods was 250,000 second-feet, it was planned to divert 185,000 second-feet of water into the by-pass through the “Moulton Weir.” The capacity of the river channel thereafter decreases at a point subsequently designated as the Tisdale by-pass to 30,000 second-feet, and it was therefore planned that a break should be made in the east levee of the river at this point and a channel constructed from the river to the Sutter-Butte by-pass to re *658 lleve the river at this point of, the excess 35,000 second-feet which the river was incapable of handling.

The report included plans for building levees on both sides of the Sutter-Butte by-pass to prevent the inundating of lands on either side of the by-pass, and also provided that levees should be built on both sides of the channel leading from the Sacramento River to the Sutter-Butte by-pass at the Tisdale Weir.

The act of 1911 which adopted the report also created a board to be known as the “Reclamation Board,” which was to have entire charge of the carrying out of the plan and which should have the power to see that all of the reclamation work in the future should be performed in accordance with the report. (Stats. 1911 (Ex. Sess.), sec. 2, p. 117.)

By act of 1913 the Sacramento and San Joaquin Drainage District was created, as a governmental agency, for the purpose of carrying the plan into effect. Its boundaries were specifically defined and its managément and control vested in the reclamation board already created. (Stats. 1913, p. 252.) Section 13 of this act gave to the reclamation board the power of levying assessments for the carrying into execution of the plan, and provided that the plan as a whole should be divided into separate portions or projects, to facilitate the levying of the assessment for each particular portion or project which should be carried out and constructed as ’ separate units. It provided that each particular portion or project should be designated by a name and number and that all assessments, plans, and funds should be kept separate and should be used only for the purpose of carrying out the particular portion or project. In pursuance of this provision, the reclamation board designated the assessment, the validity of which is here contested, as “Sutter-Butte By-Pass Assessment No. 6,” and the project for the construction of which this assessment was levied as “Sutter-Butte By-Pass Project No. 6.”

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Bluebook (online)
218 P. 27, 191 Cal. 650, 1923 Cal. LEXIS 493, Counsel Stack Legal Research, https://law.counselstack.com/opinion/in-re-sutter-butte-by-pass-assessment-no-6-cal-1923.