King v. United States

504 F.2d 1138, 205 Ct. Cl. 512, 1974 U.S. Ct. Cl. LEXIS 20
United States Court of Claims·Decided October 23, 1974·No. No. 138-67·Published·Cited by 18 cases

Opinion

Per CuRiAM:

This case comes before the court on defendant’s motion, filed August 12, 1974, for judgment, requesting that the court adopt the recommended decision of Trial Judge C. Murray Bernhardt, filed June 14,1974, as amended, ex parte, on June 26, 1974, as the basis for its judgment in this case, plaintiffs having failed to file a notice of intention to except thereto and the time for so filing pursuant to the Rules of the court having expired. Upon consideration thereof, without oral argument, since the court agrees with the trial judge’s recommended decision, as hereinafter set forth, it hereby grants defendant’s motion and affirms and adopts the said decision as the basis for its judgment in this case. Therefore, plaintiffs are entitled to recover and judgment is entered for them to the extent set forth in the trial judge’s conclusion of law following his opinion and findings of fact.

[515]*515OPINION OP TRIAL JUDGE

BeeNHARdt, Trial Judge:

Since the decision of the court on June 12, 1970 (192 Ct. Cl. 548, 427 F. 2d 767) holding for fee-owning and tenant plaintiffs on the issue of liability and remanding for damage determination a trial has been held, primarily to adjudge the fair market value of ño wage easements over those portions of plaintiffs’ upriver farmlands exposed to the likelihood of frequent flooding due solely to the backwater effects of the Toronto Dam and its impounded pool in Greenwood County, Kansas, and for secondary purposes of adjudicating claims for damages to crops. At the damage trial the defendant advanced new hydrology studies and, for the first time, contour elevation maps based on a photogrammetric survey conducted between trials under Government contract. The results of the survey bottom the Government’s present contention that flowage easements are applicable to only a scant 35.571 acres out of a total 1,037.24 acres, with the trifling aggregate of $92.74 in easement value, although defendant concedes a nominal value of $200 to each fee-owning plaintiff.

Bearing in mind the court’s earlier conclusion that “* * * those parts of the plaintiffs’ properties lower than 931 feet to 939.5 feet in elevation would be affected in certain parts by flood waters passing them in the river at a water surface elevation of between 931 and 939.5 feet * * *” (finding 8 in first opinion), the preparation and submission by the defendant of extensive hydrology data designed to persuade a contrary belief seems somewhat superfluous at this time and only peripheral to the present inquiry. Betrial of the liability issue is not in order. Finding 7 (b) in the prior decision observes that the isolation of backwater effects involves a value judgment as to which experts might differ, which may account for the Government’s current tack, as well as for the contrast with pre-dam predictions by its then hydrologists that backwater effects would justify the acquisition of partial flowage easements bordering all or most of the river’s route threading through the plaintiffs’ properties. Failure to follow [516]*516the latter advice led to the present dispute. To adopt the Government’s latest position would offer no greater assurance of accuracy (or mayhap error) than the view announced in the liability opinion to which the court is already committed, a view which is more akin to the Government hydrologists’ very first prognostication as to backwater consequences than that to which the defendant now subscribes.

For these reasons we omit findings rehashing these liability aspects and adhere to those already made on the subject, rightly or wrongly, despite the submission of requests for findings drawn from testimony and exhibits as to liability in the damage trial record. The essential remaining problems are quantity and value.

As to quantity the plaintiffs claim 841.44 acres,2 the Government concedes 35.57, plus another 14.90 tenanted acres. The Government’s figure is somewhat low because it is based on new hydrologic data at odds with the court’s announced finding as described above, and the plaintiffs’ is unrealistically high because it purports to embrace all of their land lying below elevations of 945 feet in the lower tracts and 950 feet in the upper. In the condemnation proceeding prior to building of the dam, the Government bought fees and fiowage easements to properties flanking the river between river mile 271.5 (the dam site) and upriver to mile 292.7, the fees being acquired generally for properties below an elevation of 927 feet, and fiowage easements for properties between 927 feet and 936 feet, plus some easements up to 939.5 feet. Despite the fact that substantial areas of plaintiffs’ farms stretching between river miles 293.53 and 298.1 are shown on the contour elevation maps to be lower than 939.5 feet in elevation, and the further fact that the river bed falls approximately 15 feet in traversing the properties in suit (which would infer a generally corresponding change in elevation in the adjacent lands), the decision was made in the condemnation program to cut off all acquisitions above river mile 292.7, even in the face of hydrological advice that slight backwater effects of [517]*517the clam extended a bit beyond the upstream limit of the subject properties.

Given the 15-foot decline in the river bed as the stream bisects plaintiffs’ farms en route to the Toronto Dam, and the known elevations at which fees and flowage easements were acquired through condemnation in the downstream approaches to the dam as described above, there might appear to be some rough justice in raising the fee and flowage easement taking elevations in plaintiffs’ farms to graduating levels from 0 to 15 feet higher than those employed in condemnation of the downstream reaches, depending on the decline in streambed elevation and surrounding land as the river progresses downstream past the plaintiffs’ farms, provided of course that the backwater effect persists as disclosed by the hydrologists’ envelope curve. However, finding 8 in the previous decision, which has been quoted above in part, would serve to restrict the easement taking areas to those below an elevation of 939.5 feet. Finding 8, infra, measures this area to be 72.09 acres, of which 67.42 acres lie below the cropline and 4.67 acres above the cropline. Those acres below the crop-line are presumably areas restricted to timbered river banks and sloughs not used for cultivation of crops, while those above the cropline are regularly planted to crops. But in the ultimate valuations arrived at we have given plaintiffs the benefit of the doubt and have considered the easement acreage to be crop land and valued accordingly.

Findings 5 and 6, respectively, describe in detail the appraisal evidence rendered by appraisers for plaintiffs and defendant, and the strengths and weaknesses of their methods will be omitted in this opinion. Whereas plaintiffs’ appraisers advised that the flowage easement value of plaintiffs’ 841.44 affected acres was $147,850, while defendant’s appraiser advised a flowage easement value of $92.75 (voluntarily increased to a nominal $1,400, or $200 per plaintiff) for 35.57 affected acres, we have sifted the record closely and arrive at a figure of $4,361.46 for 72.09 affected acres, which finding 10 allocates among the various plaintiffs.

[518]*518Findings 11 through.

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King v. United States, 504 F.2d 1138, 205 Ct. Cl. 512, 1974 U.S. Ct. Cl. LEXIS 20 (cc 1974).

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