Miller & Lux Inc. v. Secara

227 P. 171, 193 Cal. 755, 1924 Cal. LEXIS 361
CourtCalifornia Supreme Court
DecidedJune 10, 1924
DocketS. F. No. 9944.
StatusPublished
Cited by43 cases

This text of 227 P. 171 (Miller & Lux Inc. v. Secara) 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
Miller & Lux Inc. v. Secara, 227 P. 171, 193 Cal. 755, 1924 Cal. LEXIS 361 (Cal. 1924).

Opinion

MYERS, C. J.

This is an action to quiet plaintiff’s title against the lien of an irrigation district assessment upon the ground of the invalidity of the organization of the defendant Madera Irrigation District, and the invalidity of an assessment of $35,859.96 levied by the board of directors of such irrigation district. Judgment was rendered in favor of the defendants.

The defendants claim that the defendant district was properly organized and that the plaintiff by suing the Madera Irrigation district as such, and alleging that it is claiming to be and acting as an irrigation district, has admitted at least that the defendant was a de facto district, and therefore that plaintiff cannot attack the validity of its organization in his action, which is in the nature of a collateral attack thereon.

The first objection to the validity of the district is that the description of the district in the proceedings for organization is uncertain and therefore that the whole proceedings are void because of the fact that the lines of the district cannot be ascertained. This contention is based upon the alleged impossibility of locating the right bank of the Fresno River, which is made one of the boundary lines of the district. The portion of the description attacked by the plaintiff is as follows:

“Thence east along section lines one and three-fourths miles more or less to the intersection of the south line of section 14, said township, with the left bank of Ash Slough; thence southwesterly along the left bank of said slough to the right bank of the Chowchilla Canal in block 25 of subdivision No. 1 of the Chowchilla Ranch, according to the official map of said subdivision on file in the office of the county recorder of said county of Madera; thence southeasterly along the right bank of said Chowchilla Canal to the right bank of the Fresno river, which said river runs through blocks 15, 16, 17, 18, 19, 20 and 21 of subdivision *761 No. 2 of the Ghowchilla Ranch according to the official map of said subdivision on file in the office of the county recorder of said county of Madera, thence easterly along the right bank of said Fresno river seven and one-half miles more or less to its intersection with the west line of sections 16 and 21, township 11 south, range 16 east.” (Italics ours.)

The plaintiff’s point is that the river divides in several branches; that each of these branches is shallow and that the banks are not well defined; that the river “bank” is the bank at high water and that this is never the same, for the reason that the river spreads out into a great sheet of water several miles wide, and that the edge of this sheet cannot be located because it is never at the same place during the flood season of different years.

It appears from the evidence that the government maps of this locality of 1853 show a single line passing through blocks 15, 16, 17, 18, 19, 20, and 21 of subdivision 2 of the Ghowchilla ranch, which the field-notes show indicates the right bank of the Fresno River. The surveyors employed by the defendants testified that o they had no difficulty in locating the right bank of the Fresno River where it passed through the blocks in question, and it also appears from the testimony that there is only one branch of the river which flows through the particular blocks referred to in the description. In one place for about 600 feet only was it difficult to ascertain the location of the bank. At this point there is no very well-defined bank. The surveying level, however, showed where the edge of the water would be in passing from the defined bank to the next defined point in the bank 600 feet downstream, and the surveyors accepted such line on the high land across this space as the bank of the river. The method of locating the line of high tide by ascertaining the intersecting line of the plane of water at mean high tide with the surface of the land, and using this line of intersection as the boundary line between the tide-lands of the city and the adjoining lands of the defendants was used in the case of City of Los Angeles v. San Pedro etc, R. R. Co., 182 Gal. 652 [189 Pac. 449], although a slight change in elevation resulted in a variation of a mile or more in the line of high tide. Indeed, this is the only possible method of locating the boundary line fixed by statute (see. 830, Civ. Code) as the boundary of lands *762 bordering on tide water. The plane of ordinary high tide is an imaginary plane fixed by observation and calculation as to the average high tide and its location is fixed by running of this level on the shore. No reason is suggested why a similar process should not be used to locate the line of the bank for the hiatus of 600 feet between the well-defined points of the bank shown upon the ground, as was done by the engineers who testified in this ease.

It should perhaps be stated that the map referred to in the above description of the Chowchilla ranch does not show the east bank of the Fresno River, but the reference to this map serves to determine which of the numerous channels of the Fresno River it was intended to adopt in the description; that is, the branch flowing through the blocks referred to as shown on this map. This being ascertained, the exact location upon the ground could be made in any way adapted to ascertain the location of that bank. The fact that the map does not definitely locate the right bank of the river, merely requires it to be otherwise ascertained. It might be said also that where the stream spreads out indefinitely and becomes a great sheet of water extending over a wide expanse of the territory, the location of the edge of which changes many miles from year to year, that the reference in the description to the “right bank” of the river could not be intended to mean the extreme edge of this sheet of water which would vary so greatly with every storm and every flood, but should be taken to be the bank of the stream as indicated on the ground.

The question of the location of a boundary line is always a question of the intention of the parties framing the description, or making the agreement or the conveyance containing the description. “Intention, whether express or shown by surrounding circumstances, is all controlling; and that which is most certain and definite will prevail over the less certain and indefinite.” (9 Corpus Juris, p. 152, see. 2, p. 193, see. 78.) We think the line located by the defendants’ engineers, with the help of the surface indications on the ground, and the field-notes of the government survey of 1853, and adopted by the court in its findings, was evidence of the sufficiency and certainty of the boundaries described in the proceedings for the establishment of the district.

*763 Appellant contends that the defendants failed to establish that the alleged district had either a de jure or de facto existence. The allegations of the complaint itself, which were not denied by the answer, were sufficient to establish the de facto existence of the district at the time this action was commenced. We are of the opinion that the evidence introduced was sufficient to warrant a finding that the district had been at least a de facto

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Bluebook (online)
227 P. 171, 193 Cal. 755, 1924 Cal. LEXIS 361, Counsel Stack Legal Research, https://law.counselstack.com/opinion/miller-lux-inc-v-secara-cal-1924.