Robert B. Rhoads, Jr., and Jane Drake Rhoads, His Wife v. Virginia-Florida Corporation

549 F.2d 985, 1977 U.S. App. LEXIS 14042
CourtCourt of Appeals for the Fifth Circuit
DecidedMarch 31, 1977
Docket74-1576
StatusPublished
Cited by2 cases

This text of 549 F.2d 985 (Robert B. Rhoads, Jr., and Jane Drake Rhoads, His Wife v. Virginia-Florida Corporation) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fifth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Robert B. Rhoads, Jr., and Jane Drake Rhoads, His Wife v. Virginia-Florida Corporation, 549 F.2d 985, 1977 U.S. App. LEXIS 14042 (5th Cir. 1977).

Opinion

GODBOLD, Circuit Judge:

This diversity suit charges negligence and nuisance in the construction and maintenance of a seawall by defendants, causing or contributing to erosion damages to plaintiffs’ residential beachfront properties located in Florida. In the original nonjury trial the court found that the seawall substantially contributed to the erosion of plaintiffs’ properties. The trial court proceeded on the premise of law that the defendants were not liable if they had built the wall on property owned by them, that is, landward (west) of the mean high water mark (MHWM), which is the boundary between privately owned property and the state sovereignty soil seaward thereof. The court found that the wall was built landward (west) of the MHWM, and, accordingly, denied relief to plaintiffs.

On appeal we reversed and remanded because surveys relied upon by the court, D. 38, 40 and 49, were not properly verified. 476 F.2d 82. On remand the defendants presented additional testimony in an attempt to verify the surveys erroneously admitted into evidence at the first trial. The court held D. 38, 40 and 49 were admissible. Based on the evidence at the first and second trials, the court held that defendants’ seawall was constructed landward of the MHWM and again found for defendants. The decision must again be reversed.

First, as to verification. M. E. Berry, Jr., a registered surveyor, testified that D. 38 and 40 were survey drawings prepared by his office based on field notes compiled by Frank Harrison, chief of the survey party which made the actual physical measurements represented on the drawings. He further testified that he checked the completed drawings against Harrison’s field notes. Harrison himself testified as to his participation in and on-site direction of the actual survey. .

Berry’s and Harrison’s testimony was sufficient to trace the reliability of D. 38 and 40 with respect to the making of measurements by the crew, the recording of field data in field notes, and the conversion of that data into line drawings. D. 38 and 40 *987 were admissible. 1 The difficulty is that the purported ground location of the MHWM, which was measured and then recorded in field notes and exemplified in the drawing, was nothing more than a rough estimate. No established monuments showed its location, which was not determined by measurements from any point whose location was established, nor was it established by mathematical calculation. Harrison testified that he “estimated or eyeballed” the location of the MHWM by observing “where the high water is from the seaweed and debris that is washed up on the shore,” and by looking at “the varying points . . . where the high water has been.” He recognized that he could have located the MHWM by an alternative method of “establishing an elevation.” Thus, according to the testimony, D. 38 and 40 reflect measurements made by the crew but they do not reflect the true location of the MHWM with any more accuracy than the original “eyeball estimate” made on a single occasion on one day.

We pointed out in our early opinion what the MHWM is:

The mean high water level is a computed elevation figure relating to differences between tides and to the tide cycle. For a survey such as D. 38, the MHWM would first be computed and then graphically plotted upon a drawing displaying the varying elevations of the seashore terrain. The beginning point for the computation is a figure obtained from a United States government agency. The computation is no better than the beginning figure.

476 F.2d at 85 n.6. The MHWM is an average sea plane covering the course of 19, or sometimes 18.6, years. 2 Harrison’s rough estimate was, by his own testimony, accurate to “certainly within ten feet, probably within five feet.” The inexact location shown for the MHWM in this case cannot support the court’s conclusion on remand that the seawall was landward of the MHWM. 3 A rough estimate of MHWM location might be sufficient for other circumstances. But in this instance the defendants built the wall at least as far seaward as up to, or almost up to, the MHWM as shown on D. 38, and at no point more than a few feet inland of it.

The significance of D. 38 is seen when the relative locations of seawall and MHWM, as reflected by the relevant exhibits, are tracked. D. 38 contains the only evidence of the location of the MHWM as of 1967, but it does not show the seawall. D. 40, almost contemporaneous in time, shows the seawall but not the MHWM. Reading these exhibits together with D. 32, another survey (which went in without objection), they show that the east (seaward) end of defendants’ north property line, the north end of the seawall, and the intersection of the MHWM with defendants’ north line, are the same common point. From that point *988 the southerly course of the seawall (319.35 ft.) terminates approximately 8 feet inland of the intersection of the MHWM with the east (seaward) end of defendants’ south property line. In short, the seawall is shown to be on the MHWM (at defendants’ north line) and never further inland than 8 feet from the MHWM (at defendants’ south line). In the context of these close quarters, the approximation method used to “locate” the MHWM was not a sufficiently exact means to serve as the predicate for a judicial determination of the relative locations of seawall and MHWM.

Plaintiffs’ evidence is no better. Carleton, a supervisor for the Florida Department of Beaches, testified that he observed the wall during its construction in the spring and summer of 1968 and believed it to be an encroachment on state-owned tidal lands. Neighbors of plaintiffs testified that the wall was built “in the water.” Considered in isolation this might tend to prove that the wall was seaward of the MHWM, but there was other testimony that in January or February of 1968 defendants pushed sand or other material into the ocean at the south end of their property, creating a washout which materially changed the shoreline. Thus observations of the relation of the altered shoreline to the subsequently constructed wall are of little or no value.

The end result after two trials is that one cannot tell with any real assurance the precise relative locations of seawall and MHWM — plaintiffs have not located the MHWM and defendants rely upon Harrison’s “eyeball” estimate. The most one can conclude is that the seawall and the MHWM are in close proximity to each other. Proof that the wall is seaward of the MHWM is essential to plaintiffs’ theory that the seawall was illegally located on state property. The burden of adducing that proof is upon plaintiffs, and they have not discharged it. That theory drops out of the case.

But this is not all. In Part 3 of our prior opinion we directed that on remand the district court consider whether under Florida law a littoral landowner has an unqualified right to construct a seawall on his property (landward of the MHWM), and if there are qualifications on his right what they are.

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Bluebook (online)
549 F.2d 985, 1977 U.S. App. LEXIS 14042, Counsel Stack Legal Research, https://law.counselstack.com/opinion/robert-b-rhoads-jr-and-jane-drake-rhoads-his-wife-v-virginia-florida-ca5-1977.