Torres v. Bennett

13 V.I. 443, 1977 V.I. LEXIS 18
CourtSupreme Court of The Virgin Islands
DecidedJune 15, 1977
DocketCivil No. 650B/1976
StatusPublished
Cited by1 cases

This text of 13 V.I. 443 (Torres v. Bennett) is published on Counsel Stack Legal Research, covering Supreme Court of The Virgin Islands primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Torres v. Bennett, 13 V.I. 443, 1977 V.I. LEXIS 18 (virginislands 1977).

Opinion

SILVERLXGHT, Judge

This is an action for damages and for injunctive relief arising out of an alleged negligent interference with the flow of surface waters.

[446]*446The narrative following, for the purposes of Rule 52 F.R.C.P., shall be deemed to set forth the findings of facts and conclusions of law of the Court.

Prior to the commencement of trial, at the request and with the consent of counsel for both parties, the Court made an on-site inspection of the two parcels of land involved in this litigation. These parcels are described as Plot No. 55 of Estate Rattan, the record owners of which are Eloy and Maria Torres (hereinafter “Torres”); and Plot No. 56 of the same Estate, adjoining Plot No. 55 aforesaid, generally to the west, owned by Joan Bennett (hereinafter “Bennett”).

The on-site examination disclosed that Plot No. 56 is an upland parcel and Plot No. 55 is a downland parcel. The grade of the land rises at an angle of approximately 45° from the common boundary line between the two plots in a general easterly and southerly direction. Presently on the subject properties, and partly on each plot, is a cinder block wall about 4 feet high, extending the full length of said common boundary line from north to south. At a height of about 8 to 12 inches from the ground, at approximately 3 to 4 foot intervals, individual blocks have been laid exposing the openings, thereby permitting water to flow through. Approximately 15 to 20 feet east of said wall, and generally in the middle of Plot 55, is the Torres dwelling house. Between the house (but connected thereto) and the wall, is a carport, the floor of which is approximately 12 inches above ground, made entirely of concrete.

There is also a cinder block wall, containing no openings, along the easterly boundary of Plot No. 55, approximately 12 inches high, atop which is a chain link fence about 5 feet high which fence continues along the entire southerly boundary.

In the southern one-third of Plot No. 55 is an area of very hard-packed earth, showing clear traces of caliche, and [447]*447some sparse growth of grass. In addition, there are some small eroded tracks, clearly the result of a concentrated flow of water. These eroded areas are, however, of minimal consequence.

The Torres house was completed in or about September, 1974, before any construction was commenced by Bennett. This was immediately before the unusually heavy rains and floods experienced here in November, 1974, but which caused no surface water problems on the Torres property. The Bennett property was, at that time, completely covered with brush, ground cover and other wild growth, permitting considerable absorption of surface waters but otherwise allowing surface water to flow naturally.

Improvement of the Bennett plot commenced several months after completion of the Torres house, the first step being the bulldozing of the entire plot. This removal of all foliage caused some large stones (characterized as boulders by Torres), to roll onto Torres’ land and, in heavy rainfall, caused a washing down of whatever top soil remained, followed by deposits of caliche and stones, pebbles and small rocks. Torres was required to hire men, costing in excess of $200, to remove these rocks, “boulders,” and stones by pushing them into the southwest corner of Torres’ plot. This condition intensified when Bennett’s property was excavated for the house foundation.

At this point, the washing down of caliche and the like became so pronounced, in heavy rainfalls, that Torres was required to dig a ditch, breaking the flow of water, thereby preventing the piling of debris against their carport.

As construction on the Bennett plot continued, it became apparent that steps had to be taken to protect Torres’ property from the ravages of flowing surface water and debris. It was then that Bennett introduced the idea of building a wall between their properties for “safety.” Clearly, this term, as used by Bennett, can only be [448]*448interpreted to mean safety from continued washing, down of debris.

Bennett contacted one Calvin Rogers, an employee, of WICO, who prepared an estimate of the cost of the wall, designed the wall, and hired the men to construct it, according to the undisputed testimony of Hastings Henry, a mason who assisted in its construction. The undisputed testimony of Bennett established that no attempt was made to calculate the quantity, velocity or area of surface water runoff involved prior to the design and construction of the wall.

All parties agree that at a meeting, attended by Torres, Bennett, and Calvin Rogers, Torres agreed to contribute and, in fact, did contribute $854.20 towards construction of the wall. There is substantial dispute, however, whether the wall was constructed as a joint venture, or whether Torres’ contribution was a.gratuitous act intended to foster a more friendly or neighborly relationship.

In view of all the testimony, including the undisputed testimony of Torres that he had, prior to construction of the wall, acquired all the necessary material to continue the chain link fence surrounding his property along the common boundary of Plots 55 and 56, the Court finds as a fact that Torres’ contribution was a gratuitous act.

This conclusion is further supported by the testimony of virtually all the witnesses that Torres had no verbal contact with anyone concerning the design or actual construction of the wall before or during its construction; that the cost estimate was made for and given to Bennett; that Calvin Rogers was called to the meeting with Torres and herself by Bennett; that Bennett supplied all water for mixing the cement; that the mason, Hastings Henry, told Bennett when to order materials; that Calvin Rogers had indicated the wall was being built for Bennett; that Bennett wanted the [449]*449wall for safety; and Bennett’s testimony that Calvin Rogers was the contractor who was to hire people to do “everything.” Rogers was, in fact, the agent of Bennett for the construction of the wall.

In due course, the wall was constructed. It is clear that Torres watched its construction progress and made no objection to its location. After its completion, a survey was made by Bernard S. Fabio, a licensed surveyor. That survey disclosed for the first time that a substantial portion of the wall had been built upon Torres’ plot, with a much smaller segment built upon Bennett’s property.

It was further ascertained that a small portion of Bennett’s driveway was also located on Torres’ property. Again, all parties agree that no one was aware of the misplacement of the wall prior to or during its construction, and that such knowledge was brought to the fore only after the survey had been completed. According to the expert witness, Thomas Phamphile, the wall designed by Calvin Rogers was built correctly, except that the holes in the wall caused damage to Torres’ property as a result of the concentrated flow of water through them, and that the wall should have had a trench behind it, that is to say, on its westerly side, to eliminate a build-up of water pressure and to divert the water.

It was his position that the lack of such a trench was the cause of the heavy flow of water through the concrete block wall. He estimated it would cost approximately $1,125 to restore the top soil on Torres’ plot to its prior condition, but was unable to estimate with any degree of certainty the cost of labor to spread it.

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Bluebook (online)
13 V.I. 443, 1977 V.I. LEXIS 18, Counsel Stack Legal Research, https://law.counselstack.com/opinion/torres-v-bennett-virginislands-1977.