San Juan County v. Ayer

604 P.2d 1304, 24 Wash. App. 852, 1979 Wash. App. LEXIS 2834
CourtCourt of Appeals of Washington
DecidedDecember 17, 1979
Docket7580-1
StatusPublished
Cited by8 cases

This text of 604 P.2d 1304 (San Juan County v. Ayer) is published on Counsel Stack Legal Research, covering Court of Appeals of Washington primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
San Juan County v. Ayer, 604 P.2d 1304, 24 Wash. App. 852, 1979 Wash. App. LEXIS 2834 (Wash. Ct. App. 1979).

Opinion

Ringold, J.

San Juan County brought a declaratory judgment action for resolution of an inconsistency between two short plats filed by two surveying concerns, San Juan Surveying, Inc. (SJS), and Krabbe & Starr, Inc. (K & S). The action was tried as an interpleader with, present appellants (SJS) on one side and respondents (K & S) on the other. SJS appeals the trial court's judgment which represented a compromise between what each side had sought.

The basic issue presented for our consideration is the proper burden of proof to be applied in determining whether a survey corner has been "obliterated" and reestablished. The trial court determined that the standard to be imposed upon both parties was proof beyond a reasonable doubt. He concluded that neither side had sustained the burden and entered judgment accordingly. We hold that the trial court was correct and affirm.

In June 1976, SJS submitted applications for short plat approval, and on July 1, 1976, K & S on behalf of the owner of land adjoining that represented in the SJS application submitted a short plat application. The San Juan County Engineer, perceiving an inconsistency between the two supporting surveys, requested the surveyors to reconcile their differences. SJS and K & S being unable to reach an agreement, San Juan County brought this action for declaratory judgment on behalf of the county engineer.

The difference between the surveys hinges upon the location of a section corner whose exact location was established by the United States General Land Office (GLO) original survey of the area in 1874. Both sides contended *854 that the GLO córner was "obliterated," such term being a surveying term of art meaning

[a corner] at whose point there are no remaining traces of the monument or its accessories, but whose location has been perpetuated, or the point for which may be recovered beyond reasonable doubt by the acts and testimony of the interested landowners, competent surveyors, or other qualified local authorities, or witnesses, or by some acceptable record evidence.

(Italics ours.) Brief for Respondent at 27, Instructions to the Surveyors General of Public Lands of the United States § 5-9, at 130 (1973) (Manual). Both sides attempted to establish the location of the original corner as obliterated according to the GLO formula quoted above. In its survey, K & S used a monument set some 30 years ago by the United States Department of Natural Resources (DNR). It had been used by persons in the area and by other professional surveyors to mark the corner although no record was produced to tie it to any of the original monumentations. SJS, believing that DNR does not correctly monument a corner, attempted to establish the corner from physical evidence in the area. During the trial, devoted mainly to expert testimony for the two respective positions, one of the expert witnesses stated that the corner may be "lost." In surveying parlance, a "lost" corner is

a point of a survey whose position cannot be determined, beyond reasonable doubt, either from traces of the original marks or from acceptable evidence or testimony that bears upon the original position, and whose location can be restored only by reference to one or more interdependent [i.e., nearby, adjacent] corners.

Manual § 5-20, at 133.

After trial, the court took the matter under advisement and requested more evidence concerning a 1915 survey and regarding the method for relocating a "lost" corner, the proportionate measurement method. According to the Manual a proportionate measurement is

*855 one that gives equal relative weight to all parts of the line. The excess or deficiency between two existent corners is so distributed that the amount given to each interval bears the same proportion to the whole difference as the record length of the interval bears to the whole record distance.

Manual § 5-24, at 133.

Both parties rely upon the Manual and are in agreement that Washington courts and surveyors are required to follow the instructions of the Manual. King v. Carmichael, 45 Wash. 127, 87 P. 1120 (1906). SJS contends, however, that the court is not required to apply the "beyond a reasonable doubt" standard but that in a civil case such as this the burden of proof is the clear, cogent, and convincing standard. SJS further contends that even if the burden of proof is beyond a reasonable doubt, the trial court misapplied it here and that the evidence is insufficient to sustain the findings for a "lost" corner unless there was no possibility of locating the original corner on the ground.

Burden of Proof

A review of the Washington cases dealing with this subject does not reveal clear analysis of the appropriate standard to be applied. The policy basis for the deference paid to a GLO survey was enunciated in Greer v. Squire, 9 Wash. 359, 364, 37 P. 545 (1894) where the court quoted Cragin v. Powell, 128 U.S. 691, 32 L. Ed. 566, 9 S. Ct. 203 (1888) as follows:

[T]he power to make and correct surveys of the public lands belongs to the political department of the government, and 'the reason of this rule,"' say the court, quoting . . . Haydel v. Dufresne, 17 How. 23 [30 (1854)], "is that great confusion and litigation would ensue if the judicial tribunals, state and federal, were permitted to interfere and overthrow the public surveys on no other ground than an opinion that they could have the work in the field better done and divisions more equitably made that the department of public lands could do."

Greer v. Squire, supra at 364. Thus, our court early declared that "the true corner is where the United States *856 surveyor established it, notwithstanding its location may not be such as is designated in the plat or field notes." Greer v. Squire, supra at 362. The court resolved Greer by according conclusive weight to the monumentation over the field notes. A year earlier the court had given great weight to field notes, where the actual location of the monumentation was unascertainable. There the court held:

If any credit at all is to be given the plats and field notes, the presumption must attach that the corners have been established at the places indicated by such field notes; so that the burden is upon him who disputes their correctness. But where,. . . the establishment of the corner . . . does not accord with the field notes . . . the proof of such actual establishment must be clear and convincing.

Cadeau v. Elliott, 7 Wash. 205, 205-06, 34 P. 916 (1893).

The court first considered the dichotomy between a lost, as opposed to an obliterated, corner in King v. Carmichael, supra,

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Bluebook (online)
604 P.2d 1304, 24 Wash. App. 852, 1979 Wash. App. LEXIS 2834, Counsel Stack Legal Research, https://law.counselstack.com/opinion/san-juan-county-v-ayer-washctapp-1979.