Hurley v. American Enka Corp.

93 F. Supp. 98, 1950 U.S. Dist. LEXIS 2273
CourtDistrict Court, E.D. Tennessee
DecidedSeptember 29, 1950
DocketCiv. No. 538
StatusPublished
Cited by1 cases

This text of 93 F. Supp. 98 (Hurley v. American Enka Corp.) is published on Counsel Stack Legal Research, covering District Court, E.D. Tennessee primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Hurley v. American Enka Corp., 93 F. Supp. 98, 1950 U.S. Dist. LEXIS 2273 (E.D. Tenn. 1950).

Opinion

ROBERT L. TAYLOR, District Judge.

Plaintiff brought this action for damages, and for an injunction to restrain der fendant from maintaining a dam, with an alternate prayer for additional damages in the event the injunction is denied.

About the year 1923, plaintiff and his brother Claude Hurley became owners as tenants in common of certain tracts of land located in or along the Nolichucky River, between Hamblen County and Cocke County, Tennessee. By deed of September 7, 1946, Claude Hurley conveyed to plaintiff his interests in those lands, described in the deed as islands, and in an additional tract opposite them on the mainland and on the Hamblen County side of the river. The lands here in controversy are two of the so-called islands, conveyed by those deeds.

In May of 1948, the defendant, owner and operator of an industrial plant at Lowland in Hamblen County, completed construction of a dam across the Nolichucky River a few hundred feet below the location of plaintiff’s lands. As a result of the construction of the dam, plaintiff’s road, or ford, from his mainland property to the larger of the two islands, herein called Thomas Island, has been inundated to such a depth as materially to restrict his freedom of access to the island with power-operated machinery. Prior to construction of the dam he unquestionably had such access to the larger island during farming seasons of the year, and from this island he was able to reach the smaller, or Watermelon Island, a short distance downstream. Since construction of the dam, in passing to and from Thomas Island he is forced to rely largely upon the use of horse-drawn vehicles and machinery, and his access to Watermelon Island, even with those, has been rendered impracticable. Also, the rise of water back of the dam has caused severance from Watermelon Island of a tract referred to herein as a towhead. The acreage of the larger and smaller islands and the towhead are approximately 37 acres, 3% acres and 54 acre.

Mainland property of the plaintiff lies opposite the central portion of Thomas Island. The two in relation to each other form [100]*100roughly a capital “T”, the mainland portion being the staff and the island the transverse of the “T”. Between the staff and the transverse is a large ditch, approximately 30 feet in width at a height of 5 feet from the bottom, or trough. This ditch has its beginning at the upper end of Thomas Island, and its ending at the lower end of the towhead. It is variously referred to as a ditch, a sluice, or a chute. In the dry months of the year the sluice formerly contained little or no running water, its course being alternately still pools and areas of dry, or practically dry, land. In times of freshet and flood, a stream varying from a few inches to several feet in depth flowed through the sluice, the depth increasing, of course, as the water rose in the main stream of the river.

Mr. Virgil O. Powell, a civil engineer and a witness for defendant, testified as follows concerning the sluice: “That sluice is very sluggish, * * * it has logs and sandbars and brush, and if you really got the proper capacity out of that size ditch— it is really a large ditch — you should have to clean it out, clean out the logs, the obstructions.” What has been said by way of describing the sluice applied generally, that is, to reaches of the sluice adjacent to both islands.

Since the construction of defendant’s dam, water has backed into the sluice, materially changing conditions from the standpoint of access to the islands. The dam is between five and six feet in height above bed level. Mr. Powell’s testimony establishes certain elevations as follows: The stream bed, 998 feet above sea level; primary overflow level, or central section of the dam, 1002.1; the upper level of the dam, 1003.1. Those readings would give the dam a primary overflow height of 4.1 feet and an over-all height of 5.1 feet. .No water flows over the 5.1-foot level except when the total flowage exceeds 2000 cubic feet per second. There is nothing to show where the measurements were made, and nothing to show that the river floor is level, or parallel to the top of the dam. For all that appears, the river channel may have been of variable depths, a possibility that would be material as to the flow of the river in its natural state.

The same witness testified that with a flowage of 2000 cubic feet per second, which is a low-flood condition, the depth of the water between the points of Thomas Island and Watermelon Island, before the dam was constructed, would have been 2.4 feet. With the dam in place, it is 4.3 feet. The main ford, that from the mainland to Thomas Island, prior to the dam, would have had a depth of 1.7 feet, when the flowage was 2000. With the dam in place and the flowage at 2000, the depth is 2.3 feet. This witness testified that the effects of the dam played out near the head of Thomas Island, raising the level there no more than two or three inches.

This testimony, while of much value, requires some qualification. The average annual flow of the river is given as 2184. The flowage, however, varies from a record low of 472 to a record high of 13,400, while the flowage for ordinary low is 1250. Ascertainment of the natural flowage is complicated by the existence several miles . upstream of a power dam, known as Greeneville, or Nolichucky, dam. When that power plant is in operation, the flow-age from its maximum release is 3000. This maximum release results in somewhat higher water levels at the two fords.

No data was offered through the witness as to theoretical conditions at the fords during times of low water, either before or after construction of defendant’s dam, hence the true conditions are to be discovered through the testimony of eyewitnesses. As to the condition of the sluice at the main ford before construction of the dam, witnesses testified as follows:

James Y. Hurley (the plaintiff) : “There wasn’t any water in it the majority of the time.”
J. C. Carmichael: “Before they built the dam I crossed there a number of times when the water wasn’t more than two inches deep.”
J. A. Bewley (who rented Thomas Island for pasturage in 1940) : “It was practically dry. The only water that wás there [101]*101at that time was just pools of water, you know, holes here and there.”
Roy Ewing (as to 1939 and 1941) : “Just a little water trickling along. You could just step over it.”
Estil Hale: “During the summer months, crop time, there was very little water there. Most of the time you could go across without getting your feet wet. You might have to make a hop here and a jump there.”
Hal S. Hale: “There' was no water in it at the times that I crossed it working for the AAA office, no water in it at all there at the ford.” (NOTE: This same witness testified that he walked from Thomas Island to Watermelon Island by stepping on rocks.)
Charles Hurley: “In normal water, lots of times you could walk across it, you know. If you have a wet season it would be up a little bit, and if you have a dry season it was practically dry.”

The situation was similar as to the sluice between'Watermelon Island and the mainland. Plaintiff’s access to Watermelon Island was necessarily by way of Thomas Island, for the reason that he did not own the mainland opposite Watermelon Island. Nor did he own the mainland opposite the upper portion of Thomas Island.

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Bluebook (online)
93 F. Supp. 98, 1950 U.S. Dist. LEXIS 2273, Counsel Stack Legal Research, https://law.counselstack.com/opinion/hurley-v-american-enka-corp-tned-1950.