Barrientos v. Government of Capital

97 P.R. 539
Supreme Court of Puerto Rico·Decided June 27, 1969·No. Nos. R-62-61, 166, R-62-67 to 69, R-64-188, R-64-214·Published

Opinion

Mr. Justice Torres Rigual

delivered the opinion of the Court.

The Facts

Around the beginning of 1957 the Municipality of San Juan contracted with Nolla, Galib & Co., after public bidding held for that purpose, for the construction of a sewerage system and a pump house in the section of Ocean Park in Santurce in the amount of $433,241:48. Nolla and Galib' subcontracted with appellant, Island Constructors, Inc., for [543] the performance of that part of the contract concerning the installation of the storm-water sewer in' the sum of $199,322.60, leaving for itself the construction of the pump house. The municipality approved this subcontract.

As it is usual in these kind of transactions, the contractor as well as the subcontractor secured the faithful performance of the contract and the payment of materials and labor. They also obtained liability policies to answer for the damages which may be caused in the execution of the work.

The contract required that the pipes be installed in the dry about eight feet deep. The drawings indicated that the ground-water level in that section was at a distance of about two feet from the surface of the street. They also showed that the subsoil was composed of a peat stratum which fluctuated between six and eight feet and another inferior stratum composed of fine sand up to a depth of about 21 to 23 feet. The consistency of this subsoil was very properly described by the resident engineer of the municipality as unsafe.

In order to perform the installation of the pipes in the dry, Island Constructors, Inc., tried to use the system of well points for the purpose of extracting the water from the subsoil. It installed a line of about 120 well points at an approximate depth of ten feet along Cacique Street from its intersection at Santa Ana Street to its intersection at Santa Cecilia Street.

On Saturday, March 30, 1957, Island Constructors, Inc., carried out a test of this system which lasted between two and four hours. Said test reduced the ground-water level in such a manner that it brought about a settlement of the ground in an area of about 1,000 feet. As a result of the settlement, cracks appeared immediately on sidewalks, walls, fences,, and the sinking of floors in the neighborhood was produced. Subsequently similar damages began to appear in the properties located within that area.

[544] In view of the occurrence, and following instructions of the inspectors of the municipality, Island Constructors, Inc., stopped the works, resuming them at the request of the. surety, American Surety Co., which feared the confiscation-of the bond.1

.. Finally, Island Constructors,- Inc,, abandoned the performance of the work, its surety, American Surety Co., undertaking its continuation on the basis of a stipulation agreed upon with Nolla, Galib & Co. as part of a lawsuit which the latter had. brought for the specific performance of the subcontract.2 . . ...

. The foregoing facts gave rise to an extensive .and, complex. litigation which culminated in the judgment object of the pétitions for review above-mentioned. Said judgment sustained the complaint against appellants,. Island Constructors, ■ Inc., and its surety, American Surety Co.- of. New York;dismissed the complaint as to defendants Nolla, Galib & Co., Government of the Capital, Ü.S. Casualty Co., Pedro Tejada, and P. J. Tejada Associates. The judgment also dismissed the cross claim'brought by, the Government of the'Capital against. Nolla, Galib & Co. and Island Constructors, Inc., as well'ás the complaint against third party filed by Island Constructors, Inc., against Gabriel Fuentes.3

[545] For the purposes of - facilitating the discussion of the different and complex questions raised in said petitions for review,-we shall group the assignment of errors .related' among themselves, and thus grouped, we shall discuss them.

Assignment of Errors Concerning the Determination of Negligence and Cause of Damages4

The fundamental finding of the trial court concerning this question- was in synthesis that the damages were due exclusively to the deficient operation of the system of well points by Island Constructors, Inc., inasmuch as the latter being aware of the nature of the subsoil did not take-the necessary measures to prevent the damages; to wit, installation of the well points within sheetpiling duly sealed and the control of the pumping to prevent the displacement of great .amounts'of water from the subsoil..

Appellants, Island Constructors, Inc., and American Surety Co. challenge said finding on the ground that the same does not represent the most rational, just, and juridical balance of thé evidence received. They argue that “the settlement was the natural consequence of having lowered the ground-water level in order to install the pipes in the dry, as required by the specifications of the contract; that such-settlement would. have occurred irrespective of the method used for the extraction of water or the adequate manner of performing this work according to the specifications; and that the use of sealed sheetpiling for the purpose prescribed in the specification — to prevent the collapse of the sides of the excavations — would not have prevented the descent of the ground-water level nor of the settlement of adjacent lands.”

[546] From the foregoing they conclude that the damages were the direct and necessary result of the works performed for the construction of the storm-water sewer and that, therefore, the Government of the Capital is the liable entity.

The evidence introduced with respect to the cause of the damages consisted mainly of expert testimony,5 the same being extremely technical and conflicting. The trial court settled the conflict and gave entire credit to the expert of codefendant Nolla, Galib & Co. The careful and repeated reading we have made of the voluminous record — 10 pieces of evidence with over 3,000 pages — convinces us that the trial court acted within its discretion in settling the conflict in the manner it did and that we should not disturb these findings on appeal because the same are amply supported by the evidence presented.

—II—

Assignments Concerning the Discharge of the Government of the Capital From Liability6

The trial court concluded the following on this question:

a) that the work required for the construction of the sewerage was not inherently dangerous because it was a question of engineering works ordinarily performed;

b) that said works did not require extraordinary precautions in order to prevent injury, since through the adequate use of any acceptable method to extract water from the ground, damages to neighboring buildings could not be foreseen; and,

c) that because of its inherent nature the work did not have to cause or produce risks of injury.

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