County Court of Marion County v. United States

53 Ct. Cl. 120, 1918 U.S. Ct. Cl. LEXIS 230
CourtUnited States Court of Claims
DecidedJanuary 7, 1918
DocketNo. 30836
StatusPublished
Cited by12 cases

This text of 53 Ct. Cl. 120 (County Court of Marion County v. United States) is published on Counsel Stack Legal Research, covering United States Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
County Court of Marion County v. United States, 53 Ct. Cl. 120, 1918 U.S. Ct. Cl. LEXIS 230 (cc 1918).

Opinions

DowNey, Judge,

reviewing the facts found to be established, delivered the opinion of the court.

This case was originally decided adversely to the plaintiff on findings of fact and conclusion of law, with a memorandum, but without opinion. Plaintiff has moved for certain requested amendments to the findings of fact and, conditionally, for a new trial. In response to the plaintiff’s motion, sustained in part only, new findings of fact have [123]*123been made for the purpose of removing any possible inaccuracies, and, of its own motion, the court has made the findings more in detail in some respects to the end that, as the court sees it, they may present as accurate and detailed picture of the situation with which we have to deal as a record, unsatisfactory in many respects, will permit.

The plaintiff brought its action in this court on the 5th of May, 1911, alleging the taking of parts of a number of roads along or near to the Monongahela River in Marion County, W. Va., by reason of the construction of Dams 14 and 15 by the defendant in aid of navigation, under authority of Congress, and sought recovery under the Fifth Amendment to the Constitution.

The two dams were built about the same time. It is shown that Dam 15 was completed and the pool began to fill October 6, 1903, and the same condition prevailed as to Dam 14 on November 3, 1903. Dam 15 was located a short distance below the city of Fairmont and about 2 miles below the Fairmont River gauge. Dam 14 was below Dam 15, the distance not being shown, but it was at such distance that it was below the roads with which we now have -to do and within such distance that the “pool” created thereby was along these roads. Pool 14 was necessarily below Dam 15 and between the two dams.

Certain roads declared on in the petition were permanently flooded at pool level when the dams were put iri operation, and as to these, described in the findings, claim was abandoned upon trial of the case because of the statute of limitations.

The roads remaining for consideration, since they are connecting, constitute practically one continuous road, or, more properly speaking, a part of one continuous road, the part involved being in the aggregate about 2f miles in length and extending from the described beginning point at the upper end to Parkers Run, although the upper 2 miles terminating at Pharaohs Run, the lower corporation line of Rivesville, is referred to as a turnpike road, while the lower three-quarters of a mile from Pharaohs Run to Parkers Run is referred to as a county road. Both must be assumed to be in fact county roads, and the rather persistent use in the [124]*124record of the word “turnpike” with reference to one of them justifies the suggestion that, so far as the usually accepted significance of the word is concerned, it is a misnomer, finding justification only in its derivation from the original name. The term “ turnpike ” in its original and strict sense had no meaning whatever indicative of the character of the roadway. It referred to the gate maintained for the collection of tolls, the “ pike ” or pole which was turned. Since roads upon which tolls were collected came usually to be better improved than other roads, generally macadamized or graveled, the word came to be regarded, in its usual significance, as importing something with reference to the character of the road, and it is in that sense that it is a misnomer as to this road. The findings with full degree of liberality show that “ except where macadamized for a short distance ” it was a dirt road. It was not necessary to show that the “ macadamizing ” for that short distance was an accident of conditions encountered rather than an intent to improve and was of such a character that travel sought to avoid it by the use of a byroad.

The portion of road declared upon and now in question began where the road leading down from the city of Fair-mont and running a considerable distance back from the river, but gradually approaching it, crossed the railroad from the landward side to the river side thereof, and began to follow the course of the river. The Monongahela Fiver follows a tortuous course. At this beginning point it is flowing north, shortly below bends slightly to the left, and then gradually bends to the right, describing approximately an arc of a circle, and when opposite the lower section of road with which we have to do it flows slightly south of east, but, taking directions from the beginning point, the roads are' described as on the west bank of the river. The findings give a fairly accurate idea of the contour of these roads with their ascending and descending grades, consequent varying elevations, and the elevations of low places in comparison with pool level opposite.

These connecting roads were entirely along and opposite pool 14 created by Dam 14 and evidently wholly unaffected by the water in pool 15 at poool level. Dam 15 was a short [125]*125distance, not accurately shown, above the beginning point of the portion of these roads here involved, and what effect it had on the level of the waters below when the river was above pool stage is not directly shown.

It will be noticed that some doubt is cast, in the findings, on the accuracy of the statement as to the pool level of pool 14. It is taken as corresponding to 14.3 feet on the Fair-mont gauge. The testimony with reference to the matter, the fact that elevations above sea level show pool 14 to be 10.7 feet below pool 15, and other circumstances, cast grave doubt on the matter. And in this connection it may not be inappropriate to suggest that a record so deficient and confused in important respects as to cast upon a court such a burden in acquiring a satisfactory conception of a situation as has been done in this case is inexcusable. But so far as this feature of the matter is concerned it seems that the plaintiff’s engineer witness who submitted profiles which are in evidence for what they are worth and testified as to the elevation of the low places in the roads used those figures as the basis of his testimony, and a comparison of road elevations with pool level may therefore be accurate even though the basis be in point of fact in error. Here it may be said, as it could not properly be said in the findings, that the elevations of the low places are stated in the findings at 1.2 feet above the elevation given by this witness in his testimony because of his afteradmission that his profiles, from which he was testifying, were erroneous to that extent in the indicated elevation of his base line, an error which he attempts to, but does not properly, correct in his profiles subsequently filed for that purpose.

These roads, it is shown, were subject to occasional overflows at places before these dams were built, interfering temporarily with travel, and once, a few years' before, they had been entirely submerged. They were along the Monongahela Biver, whose characteristics as a swiftly flowing river in a mountainous section subject to rapid rises and falls and the natural effects thereof are matters which the court may know. After the construction of the dam rises to given stages were more frequent, high stages were somewhat more prolonged, although they, for the most part, were at[126]*126tained and subsided within the day, and coincident, at least in point of time, therewith the deterioration of these roads by washing's and cavings of the banks became more rapid.

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Cite This Page — Counsel Stack

Bluebook (online)
53 Ct. Cl. 120, 1918 U.S. Ct. Cl. LEXIS 230, Counsel Stack Legal Research, https://law.counselstack.com/opinion/county-court-of-marion-county-v-united-states-cc-1918.