Harper v. Reed Institute

88 P.2d 390, 198 Wash. 237
CourtWashington Supreme Court
DecidedMarch 15, 1939
DocketNo. 27361. Department Two.
StatusPublished
Cited by1 cases

This text of 88 P.2d 390 (Harper v. Reed Institute) is published on Counsel Stack Legal Research, covering Washington Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Harper v. Reed Institute, 88 P.2d 390, 198 Wash. 237 (Wash. 1939).

Opinion

Geraghty, J.

The plaintiff, as trustee under a mortgage and deed of trust executed by the Oregon-Washington Bridge Company to secure an issue of its bonds, instituted this action, naming as defendants the bridge company and certain of the holders of its bonds, to have the court ascertain and declare the rights, duties, and responsibilities of the parties in respect of a trust fund in his possession. The facts material to the issues may be summarized as follows:

The bridge company, in 1923, executed its mortgage and trust deed, in favor of the plaintiff as trustee, to secure payment of an issue of bonds in the sum of three hundred thousand dollars. The money realized from sale of the bonds was to be used in the construction of a toll bridge across the Columbia river from a point near the town of Hood River, in Oregon, to the town of White Salmon, on the Washington side. Under the mortgage and deed of trust, this bridge and certain lands on either side of the river were pledged for payment of the indebtedness evidenced by the bonds. The bridge was opened to traffic in December, 1924, and has since been in use.

In the latter part of 1933, the Federal government determined to construct a dam across the Columbia river at Bonneville, down stream from the bridge. As planned, the dam would raise the mean low water level *239 of the river, at the site of the bridge, to a height of twenty-seven feet above the normal flow. The raising of the water level to this height would, as testified by the president of the bridge company, have the effect

“. . . of applying ice pressure against the piers twenty-seven feet higher, of course; but in effect it practically doubled the lever arm, tending to overturn the piers, and there are conditions where ice pressure becomes very severe. . . . Now, with that contact or pressure being applied twenty-seven feet higher, the piers didn’t have the stability to stand up to that sort of treatment without reenforcement or strengthening.”

Construction of the Bonneville project was in charge of the war department, the department’s immediate representatives on the work being Colonel Robbins, division engineer, and Lieutenant-colonel Williams, district engineer. The company sought a settlement with the government for the damage that would result to the bridge by reason of the elevation of the water level, and negotiations were carried on with the army engineers in charge for a period of three years.

Throughout the negotiations, the war department maintained the position that the Bonneville project was primarily one in the interest of navigation, the production of power being only an incidental feature; that, under the paramount power possessed by Congress over navigable waters, the level of the river could be raised without obligation on the government to compensate the bridge company for resulting damage, except in so far as its lands above the normal high water mark were affected by overflow; and that the government would pay only for necessary overflow easements and the cost of raising the approach roadways necessitated by the higher water level.

But while formally maintaining this position, the army engineers seemed to have felt that the bridge *240 company should be made whole for the cost of making the additions and repairs to the bridge necessitated by the altered flow of the river, especially so as it was deemed desirable that the bridge should be maintained in use for the accommodation of the public. Accordingly, an agreement was reached in the fall of 1936 for payment to the bridge company of $252,831, the money to be spent in making the additions, repairs, and alterations deemed necessary by all parties to make the bridge serviceable and safe under the changed conditions. The president of the company testified that, after the army engineers had agreed to the payment of two hundred and fifty thousand dollars for damage to the bridge, he urged that a further allowance be made for overflow easements; and that the engineers agreed to pay the additional sum of $2,831 for the easements, being at the rate of one hundred dollars an acre for the 28.31 acres affected, thus increasing the total to $252,831.

After the understanding was had as to the amount to be paid by the government, a question arose as to the procedure to be followed in carrying the agreement into effect. As the representatives of the war department did not wish, in terms, to recede from their position respecting the government’s nonliability for damage to the bridge, it was agreed, tentatively at least, that the government should institute condemnation proceedings for the acquisition of the right to overflow the company’s lands, and that a consent decree be entered. But, when this plan was brought to the attention of the assistant attorney general in charge of legal matters affecting the Bonneville project, he vetoed the suggestion because, as he testified at the trial,

“. . . as far as the legal department was concerned, there wasn’t anybody wanted to risk their *241 reputation on entering into that kind of stipulation, and for that reason it was not carried out. . . . I didn’t know of any member of the legal department who desired to enter into a stipulation saying that the amount of damage which the plaintiff, — that the Bridge company would suffer by reason of taking these two flowage easements was more than a quarter million dollars.”

The procedure ultimately adopted was the conveyance to the government by the bridge company of flowage rights over its lands for the agreed sum. Two conveyances were executed by the company, one covering flowage rights over two acres on the Oregon side, for a stated consideration of $23,874; the other conveying flowage rights over 26.31 acres on the Washington side, for a stated consideration of $228,957.

The company’s conveyances, executed November 21, 1936, in addition to granting “the full and perpetual right, power, privilege and easement to overflow, as hereinbefore stated, all of the following described lands ...” (the lands described being above the mean high water line existing before construction of the dam) contained the following provision:

“And the said Grantor, in consideration of the above specified sum, also hereby releases the Government from all claims for damages that have accrued or may hereafter accrue to it by reason of the construction, maintenance and operation of the Bonneville Dam, except any claims (whether valid or invalid — and the Government does not recognize the validity of any such claims) that may hereafter be presented for the cost of altering its bridge to provide such clearance for sea-going vessels as the Government may hereafter require.”

It may be said here, parenthetically, that later, as the repair of the bridge progressed, the government assumed the expense incurred in making such altera *242 tions to the bridge as were required to give clearance to sea-going vessels.

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Bluebook (online)
88 P.2d 390, 198 Wash. 237, Counsel Stack Legal Research, https://law.counselstack.com/opinion/harper-v-reed-institute-wash-1939.