Louisiana Power & Light Co. v. United Lands Co.

228 So. 2d 140, 254 La. 885, 1969 La. LEXIS 3333
Supreme Court of Louisiana·Decided November 10, 1969·No. No. 49627·Published·Cited by 3 cases

Opinion

BARHAM, Justice.

We granted writs to review the Court of Appeal decisions which affirmed the trial court judgments granting servitudes by expropriation to the plaintiff over the lands of the several defendants and awarding compensation for the servitude but denying severance damages.1

The Court of Appeal’s opinion, 218 So.2d 905, 906, describes the servitude and the lands involved as follows:

“In these consolidated matters, Louisiana Power and Light Company seeks to expro-' priate a servitude two hundred feet in width across lands of defendants for the erection, maintenance and operation of a 500,000 volt, or a 500 K.V. electric transmission line which will extend from Gulf States Utility Facilities in the Parish of [889]*889Ascension to the petitioner’s Little Gypsy Steam Electric Generator Station in the Parish of St. Charles, Louisiana. The lands which are sought to be traversed are situated on the east bank of the Mississippi River in the Parish of Ascension and are comprised of two large tracts of about equal size, one owned by United Lands Company, and the other by Sorrento Dome Land Corporation, James H. Boyce and Claude G. Boyce, and two small tracts owned by Mrs. Mercedes B. de Latour and others. The lands comprise one contiguous tract of some 18,000 acres which are traversed by the New Orleans-Baton Rouge Airline Highway, railroad lines, pipe lines, electric lines, rural roads, canals, and the proposed Interstate 10 Highway.

“The transmission line is to be equipped with ‘Y’ aluminum towers. The single leg of these structures will rest on a grillage path some 11' x 11' square by 8" in depth and will be held in place by eight guy wires attached to four anchors. The height of the cross arm of the structure will vary from 75 to 80 feet, and that of the tower proper will vary from 92 to 142 feet. The towers are to be spaced approximately 750 feet to 960 feet apart. From these towers will be suspended three phases of three conductors each, or nine cables. These cables weigh approximately one pound per foot and their minimum above ground clearance at their maximum point of sway is to be thirty-five feet.”

The proposed servitude crosses a portion of the Sorrento Salt Dome, which was formed by intrusion of a salt mass into a preexisting formation. The contour of the salt formation is generally circular on the horizontal and conical on the vertical. At the center of the mass the top of the salt formation is only 2000 feet below the surface. The top of the salt mass is to a large degree uniform in its circular regression as it recedes from the center for a distance of approximately one mile, at which point it is 8000 feet below the surface. Although there is limited knowledge of the qualities and characteristics of this formation, the consensus of the experts is that the dome from its center to its 8000-foot contour (an area of five and one-half square miles) may be valuable both for the production of brine and for the storage of hydrocarbons. The Sorrento Salt Dome is considered by experts to be an excellent facility for underground storage because of the proximity of a large portion of the formation to the surface, the depth or thickness of the salt mass, and the large surface area under which it is spread.

To utilize the subsurface for the extraction of brine and the creation of storage facilities a well similar to the usual oil or gas well is drilled so as to penetrate the salt formation. Water is forced into the formation through the well, the salt is withdrawn as brine, and a cavity is left in the salt mass because of gradual dissolving [891]*891of the salt and a resulting erosion by the leaching process. The jugshaped cavity, or “jug”, formed by this leaching is used for the storage of hydrocarbons. A jug is 100 feet or more in diameter and 1000 feet or more in depth, with capacity for storing over a million barrels of one of the various hydrocarbons. A thick barrier of salt must be retained around each jug to form a satisfactory wall for the containment of the stored product.

Ten such jugs were in use or under construction in the 10 years preceding trial under then existing leases, generally near the center or uppermost portion of the dome. It is accepted that costs for production in the salt mass nearest the surface are less, and also that the center of the dome provides a capacity for more jugs because of the depth of the formation itself and the possibility of “layering” the jugs. The Court of Appeal opinion adopts the argument of defense counsel that the servitude crosses this salt formation near its center where it is closest to the surface; however, both plaintiff’s and defendants’ experts actually located the servitude in their testimony and on their exhibits about one-half mile from the center of the formation or one-half the distance from the center of the formation to the outer rim of its 8000-foot contour. The servitude passes at one point over the salt formation at a contour of approximately 3700 feet, but the great length of the servitude across the formation is between the contours of 5000 and 8000 feet.

The defendants’ principal contention is that the servitude where it crosses the Sorrento Salt Dome will deprive them of the valuable subsurface rights and benefits of producing brine and storing hydrocarbons below the servitude and the immediately adjacent land.

It is argued by some of counsel, and the Court of Appeal twice comments in its opinion, that the highest and best use of the property “situated on the salt dome” was for the subsurface production of brine and storage of hydrocarbons. However, the Court of Appeal must have been adverting to subsurface and mineral rights and not to the surface servitude, for when it fixed just compensation, it assigned hunting, trapping, cattle-grazing, commercial purposes, residential purposes, and camp-site development (all surface uses and rights) as the highest and best uses for various parcels of land over which the servitude passes, including those above the salt dome. The plaintiff here has expropriated only a servitude over defendants’ lands and has acquired no title affecting the minerals. We are of the opinion that the subsurface rights of these defendants are to be considered as and if they are affected or damaged by severance and not as an element of just compensation. Since the serious difference between the parties [893]*893arises in the dispute over the subsurface rights and values, we will defer consideration of just compensation for the servitude.

So that areas adjacent to each other in the salt formation may be used for storage of different hydrocarbons, the containing wall around each jug, or the “buffer zone” between jugs, must be of a sufficient thickness to prevent leakage through fissures or otherwise into an adjacent storage cavity. Defendants contend that their experts, a geologist and a petroleum engineer, have established that only 200 feet of salt must be retained as a buffer zone between adjacent jugs, and that no jug will exceed 100 feet in diameter. They then conclude that only 300 feet need separate each well from others, or that each jug requires only 300-foot spacing, or about two and one-quarter acres.

Admittedly no well can be drilled upon the 200-foot right of way. According to defendants’ contention and a statement by the Court of Appeal, all parties concede that no well could be safely drilled within 300 feet of the center line of the servitude —that is, within 200 feet of its exterior limits.

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Louisiana Power & Light Co. v. United Lands Co., 228 So. 2d 140, 254 La. 885, 1969 La. LEXIS 3333 (La. 1969).

228 So. 2d 140 (Louisiana Power & Light Co. v. United Lands Co.) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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