Melkir Capital v. Erie Insurance

CourtSuperior Court of Pennsylvania
DecidedMarch 7, 2018
Docket302 WDA 2017
StatusUnpublished

This text of Melkir Capital v. Erie Insurance (Melkir Capital v. Erie Insurance) is published on Counsel Stack Legal Research, covering Superior Court of Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Melkir Capital v. Erie Insurance, (Pa. Ct. App. 2018).

Opinion

J-A27013-17

NON-PRECEDENTIAL DECISION - SEE SUPERIOR COURT I.O.P. 65.37

MELKIR CAPITAL, LP, IN THE SUPERIOR COURT OF PENNSYLVANIA Appellant

v.

ERIE INSURANCE EXCHANGE,

Appellee No. 302 WDA 2017

Appeal from the Order Entered January 24, 2017 In the Court of Common Pleas of Allegheny County Civil Division at No(s): No. GD 14-21669

BEFORE: BENDER, P.J.E., SHOGAN, J., and MUSMANNO, J.

MEMORANDUM BY BENDER, P.J.E.: FILED MARCH 7, 2018

Appellant, Melkir Capital, LP (“Melkir”), appeals from the trial court’s

January 24, 2017 order granting Appellee’s, Erie Insurance Exchange (“Erie”),

motion for summary judgment and denying Melkir’s motion for summary

judgment. After careful review, we vacate the trial court’s order and remand

for further proceedings consistent with this memorandum.

The trial court summarized the facts alleged by Melkir in its motion for

summary judgment as follows: [Melkir] is the owner of property located at 3336 Babcock Boulevard, Pittsburgh, PA 15237 (“the Property[]”)[.] The Property is situate[d] at the northeast corner of the intersection of Babcock Boulevard and Hillcrest Drive. At all times in question, the Property was insured by Erie….

During the effective period of the [insurance policy at issue, the Ultrapack Plus Policy (hereinafter “Policy”)], Melkir [] suffered a loss in the form of a sinkhole collapse in an area adjacent to the parking lot of the Property immediately adjacent to Hillcrest Drive. J-A27013-17

An engineering consulting firm was retained to inspect the sinkhole and to determine its cause and origins. Following his inspection, Chief Engineer Harold P. McCutcheon of KU Resources issued a report, in which he concludes that the sinkhole collapse occurred due to water moving in and around a subterranean culvert system that had displaced the soil and limestone aggregate backfill under the pavement, creating a void under the area of collapse. The water was allowed to move freely outside of the culvert system due to cracks and breaks in the metal piping which comprises the culvert system in that area. The displaced material was then flushed away through the openings in the culvert system, resulting in the formation of a sinkhole.

On August 5, 2014, Erie [] issued a denial for the sinkhole collapse on the property, prior to reviewing their own expert report. The expert report issued by Erie[’s] expert[,] Joshua Hunt, PE., concurred with the findings of [Melkir’s] expert, KU Resources Inc.[,] and rendered the following conclusions:

1. It appears likely that the noted significant water infiltration through the concrete masonry block of the exterior walls of the exterior stairwell is largely attributable to elevated groundwater levels resulting from the leaking of the storm water line that is located along the southern (right) edge of the property. I observed no visible evidence that would indicate that the conclusions expressed in the letter prepared by KU Resources Inc. [,] the engineer retained by Melkir…[,] were incorrect, and I recommend that this storm water line be repaired as soon as practically possible to mitigate against additional damages resulting from the enlargement of the existing sinkhole and/or the creation of additional sinkholes.

2. However, I cannot rule out that at least a portion of this water infiltration through the blockwork of the walls of the exterior stairwell is the result of surface water seeping through the gapping at the junctures of the concrete curbs at the top of the south (right) and west (rear) stairwell walls and the surrounding concrete sidewalk/pavement. In addition, I cannot rule out that at least a portion of this water infiltration is [a] result of surface water seeping through the cracking in the asphalt pavement at the juncture of

-2- J-A27013-17

the asphalt pavement and the concrete pavement. I recommend these areas be properly sealed.

3. Furthermore, I cannot rule out that at least a portion of this water infiltration through the block work of the walls of the exterior stairwell is the result of an improperly functioning underground rainwater conductor that is discharging water into the soils in this area. I recommend that these conductors be inspected with a sewer camera and any required repairs be implemented. I also recommend that the drain in the slab at the base of the exterior stairs be inspected with a sewer camera to ensure that it is functioning properly.

4. No significant cracking or other visible signs of structural distress were noted in the exterior walls of the stairwell at the time of my inspection. However, if elevated groundwater levels resulting from the leaking of the storm[]water line are not corrected, it is likely that the resultant lateral hydrostatic pressures will cause the exterior walls of the stairwell to laterally displace inward.

On July 3, 2014, Melkir…, by and through counsel, submitted a claim for its losses arising from the sinkhole collapse. Correspondence was received on October 13, 2014, by which Erie … notified Melkir … it was denying the claim.

Trial Court Opinion (TCO), 4/12/2017, at 1-3 (quoting Melkir’s Brief in Support

of Motion for Summary Judgment, 10/31/2016, at 2-4) (internal brackets and

citation omitted; emphasis in original).1 ____________________________________________

1 We note that Erie disputes whether a sinkhole actually exists. See Erie’s Brief at 56 (remarking that it continues to dispute whether “the collapse of earth qualifies as a sinkhole collapse”) (unnecessary emphasis and capitalization omitted). As discussed infra, in accordance with the applicable standard of review for summary judgment motions, the trial court accepted Melkir’s allegations that the collapse at issue qualified as a sinkhole. See TCO at 1-3, 5, 17; Feleccia v. Lackawanna College, 156 A.3d 1200, 1209 (Pa. Super. 2017) (“When considering a motion for summary judgment, the trial

-3- J-A27013-17

Subsequently, Melkir filed a complaint against Erie, seeking, inter alia,

a declaratory judgment that the Policy covers Melkir’s losses stemming from

the sinkhole event.2 Thereafter, the parties each filed motions for summary

judgment.

To support its motion for summary judgment, Erie argued, inter alia,

that (1) the sinkholes and the deterioration of the culvert system are not

losses to covered property; (2) loss to the exterior wall of the rear exterior

stairwell is excluded by the Policy’s water exclusion; (3) Melkir did not incur

any covered losses caused by a collapse; and (4) the Policy’s extension of

coverage for building ordinance or law coverage does not cover Melkir’s losses.

See Erie’s Brief in Support of Motion for Summary Judgment, 8/30/2016, at

17, 19, 26, 34.

Conversely, Melkir argued, inter alia, in support of its summary

judgment motion that (1) the area adjacent to the parking lot where the

sinkhole collapse occurred is covered property under the Policy; (2) damage

has occurred to the building on the property, therefore the loss is covered

under the Policy; (3) the insured purchased additional coverage for sinkhole

collapses, therefore the sinkhole collapse in this case is covered under the

____________________________________________

court must take all facts of record and reasonable inferences therefrom in a light most favorable to the non-moving party.”) (citations omitted). We do the same, and therefore refer to the collapse at issue as a sinkhole.

2 The trial court mentions that Melkir also sought damages for breach of contract and bad faith. See TCO at 3.

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Melkir Capital v. Erie Insurance, Counsel Stack Legal Research, https://law.counselstack.com/opinion/melkir-capital-v-erie-insurance-pasuperct-2018.