Ortlieb v. Town of MaloneOrtlieb v. Town of Malone
Appeal from an order of the Supreme Court (Demarest, J.), entered December 11, 2002 in Franklin County, which, inter alia, granted plaintiff’s motion for partial summary judgment.
Plaintiff, a “pipe layer,” was installing a water line for defendant when a 20-foot section of iron ductile pipe, weighing approximately 850 pounds, rolled into the six-foot deep trench in which he was working, injuring him. Plaintiff’s crew had braced the pipe with blocks, clumps of dirt, rocks or wood. Nevertheless, vibrations from a trackhoe and muddy conditions caused the pipe to become loose and roll down a 15-foot slope before falling into the trench and striking plaintiff.
Plaintiff thereafter commenced this action, alleging violations of Labor Law § 240 (1) and § 241. Following joinder of issue, plaintiff sought partial summary judgment on the issue of liability under Labor Law § 240 (1). Defendant cross-moved for summary judgment dismissing plaintiff’s section 240 (1) claim. Supreme Court granted plaintiff’s motion and denied defendant’s cross motion, concluding that a Labor Law § 240 (1) violation had been established because plaintiff was exposed to a gravity-related hazard due to the height differential between the work site and the position of the pipe section that fell. Defendant appeals and we now affirm.
Labor Law § 240 (1) was designed to prevent those types of accidents in which certain enumerated protective devices “prove[] inadequate to shield the injured worker from harm directly flowing from the application of the force of gravity to an object or person” (Ross v Curtis-Palmer Hydro-Elec. Co.,
Here, plaintiff was standing in a portion of the trench that was four to five feet deep when the bracing or blocks supporting the pipe at ground level failed, causing it to roll into the trench. One portion of the pipe fell six feet into a deeper portion of the trench and the other end fell three feet prior to striking plaintiff. The pipe had been laid out along the trench to be installed as a water line and, thus, was “a load that required securing for the purposes of the undertaking” (id. at 268). Accordingly, plaintiff was exposed to an elevation-related hazard because his work site was positioned below the level where the pipe was secured and his injury was the result of “being struck by a falling object that was improperly hoisted or inadequately secured” (Ross v Curtis-Palmer Hydro-Elec. Co., supra at 501; see Van Eken v Consolidated Edison Co. of N.Y.,
The cases relied upon by defendant involving the collapse of trench walls are distinguishable inasmuch as they involved the ordinary dangers of a construction site, rather than elevation-related risks (see O’Connell v Consolidated Edison Co. of N.Y.,