Armstrong v. Francis Corp.

120 A.2d 4, 20 N.J. 320, 59 A.L.R. 2d 413, 1956 N.J. LEXIS 272
CourtSupreme Court of New Jersey
DecidedJanuary 16, 1956
StatusPublished
Cited by87 cases

This text of 120 A.2d 4 (Armstrong v. Francis Corp.) is published on Counsel Stack Legal Research, covering Supreme Court of New Jersey primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Armstrong v. Francis Corp., 120 A.2d 4, 20 N.J. 320, 59 A.L.R. 2d 413, 1956 N.J. LEXIS 272 (N.J. 1956).

Opinion

The opinion of the court was delivered by

William J. BKEaraAH, Je., J.

The Chancery Division, after trial, entered a final judgment against the defendant, the Francis Corporation. Francis appealed to the Appellate Division, and we certified the appeal here on our own motion.

A small natural stream rose in Francis’ 42-acre tract, which lies immediately south of Lake Avenue in Rahway. The stream flowed in an northerly direction 1,200 feet across the Francis lands through a seven-foot box culvert under Lake Avenue and emptied into Milton Lake, 900 feet north of the avenue. It was the natural drainway for the larger 85-acre area south of Lake Avenue which includes the Francis tract.

Francis stripped its tract and erected 186 small homes thereon in a development known as Duke Estates, Section 2. It also built some 14 houses on an adjacent small tract known as Duke Estates, Section 1, lying in another drainage area. It constructed a drainage system of streets, pavements, gutters, ditches, culverts and catch basins to serve both developments. The system emptied into a corrugated iron pipe laid by Francis below the level of the natural stream bed on its lands. The pipe followed the course of the stream bed to the box culvert under Lake Avenue, although deviating from the course at some places. The pipe was covered *323 with fill on Francis’ tract and all evidence of the natural stream there has disappeared.

The drainage of the original 85 acres was thus augmented not only by the drainage of some 2y2 acres of the Duke Estates, Section 1, but also by waters percolating into the joints of the pipe where it lay below the level of the water table of the Francis tract. The pipe joints were expressly designed to receive such percolating waters, and, to the extent that the percolation lowered the level of the water table, the result was to provide a drier terrain more suitable to housing development.

Where the stream passes north of Lake Avenue en route to Milton Lake after leaving the box culvert it remains largely in its natural state and forms the boundary line between the residential tracts of the plaintiffs Armstrong and the defendants Klemp. The Klemps were made parties defendant by Francis’ cross-claim but prevailed thereon and were allowed the same relief as the Armstrongs. The stream passes through a 36-inch culvert under the Klemp driveway and thence, across -lands of the Union County Park Commission, to the Lake.

The Francis improvement resulted in consequences for the Armstrongs and the Klemps fully described by Judge Sullivan in his OTal opinion as follows:

“Now the stream as it emerges from the underground pipe goes under Lake Avenue and then flows past and through the Armstrong and Klemp properties is no longer the ‘babbling brook’ that Mr. Klemp described. Now there is a constant and materially increased flow in it. The stream is never dry. The water is now discolored and evil smelling and no longer has any fish in it. A heavy deposit of silt or muck up to eighteen inches in depth now covers the bottom of the stream. After a heavy rainstorm the stream undergoes a remarkable change for several hours. All of the upstream rain water that used to be absorbed or held back is now channeled in undiminished volume and at great speed into this stream. This causes a flash rise or crest in the stream, with a tremendous volume of water rushing through at an accelerated speed. As a result, the stream has flooded on several occasions within the last year, although this was unheard of previously. More distressing, however, is the fact that during these flash situations the body of water moving at the speed it does tears into the banks of the brook particularly *324 where the bed may turn or twist. At a point even with the plaintiff’s [Armstrong] house the stream makes a sharp bend. I-Iere the effect of the increased flow of water is most apparent since the bank on plaintiff’s side of the stream has been eaten away to the extent of about ten feet. This erosion is now within fifteen feet of the Armstrong septic tank system. It is difficult to say where it will stop, where the erosion will stop. The silting has, of course, raised the bed of the stream up to eighteen inches in places and the raising of the stream results in water action against different areas of the bank so that the erosion problem while unpredictable is ominous. The eating away of the banks in several places has loosened rocks or boulders which have been rolled downstream by the force of the water. Those stones, however, as they rolled through the Klemp culvert cracked and broke the sides and bottom of the culvert and the water is now threatening to undermine the entire masonry. There is no doubt but that the defendant’s activities have caused all of the condition just related.
A matter of some concern is that defendant’s housing development occupies only about one-half of the area which drains into this brook. At the present time there is a forty acre undeveloped section to the south of the defendant and it is reasonable to assume that it, too, will be improved and built upon at some future time. Defendant’s underground trunk sewer was built to accommodate any possible runoff from this tract. If and when that section is developed, Armstrong and Klemp will have that much more erosion, silting and flooding to deal with.”

Judge Sullivan concluded that the Armstrongs and the Klemps were plainly entitled to relief in these circumstances and “that the only sensible and permanent solution to the problem is to pipe the rest of the brook,” that is, from the culvert outlet at Lake Avenue the entire distance to Milton Lake. A plan for that purpose had been prepared by Francis’ engineer and approved by the Armstrongs and the Klemps at a time when efforts were being made to compromise the dispute before the trial. The final judgment orders Francis, at its expense, forthwith to proceed with and complete within 60 days the work detailed on that plan. The Union County Park Commission has given its formal consent to the doing of the work called for by the plan on its lands.

The important legal question raised by the appeal is whether the damage suffered by the Armstrongs and the Klemps is damnum absque injuriaj namely, merely the non-actionable consequences of the privileged expulsion by Francis *325 of waters from its tract as an incident to the improvement thereof. Erancis argues, however, that, even if the injuries caused are actionable, Judge Sullivan’s findings are against the weight' of the evidence, that there was prejudicial error in the admission of evidence dealing with the offer of compromise, and that the relief granted was excessive, improper and unwarranted. We find no merit in any of these contentions.

The findings are fully and amply supported by competent evidence. The controverted questions lie principally in the opposing interpretations of the facts by the expert witnesses, and we are not persuaded that Judge Sullivan should have accepted the opinion of the Erancis experts in preference to the opinion of the expert who testified for the Armstrongs and the Klemps. And there is nothing in the record as we read it to suggest that Judge Sullivan weighed the evidence of the offer of compromise in reaching his conclusions.

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Bluebook (online)
120 A.2d 4, 20 N.J. 320, 59 A.L.R. 2d 413, 1956 N.J. LEXIS 272, Counsel Stack Legal Research, https://law.counselstack.com/opinion/armstrong-v-francis-corp-nj-1956.