Hansen Storage Company Inc v. Employers Mutual Casualty Company

CourtDistrict Court, E.D. Wisconsin
DecidedMay 20, 2024
Docket2:23-cv-00362
StatusUnknown

This text of Hansen Storage Company Inc v. Employers Mutual Casualty Company (Hansen Storage Company Inc v. Employers Mutual Casualty Company) is published on Counsel Stack Legal Research, covering District Court, E.D. Wisconsin primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Hansen Storage Company Inc v. Employers Mutual Casualty Company, (E.D. Wis. 2024).

Opinion

UNITED STATES DISTRICT COURT EASTERN DISTRICT OF WISCONSIN

HANSEN STORAGE COMPANY INC.,

Plaintiff,

v. Case No. 23-CV-362-SCD

EMPLOYERS MUTUAL CASUALTY COMPANY,

Defendant.

DECISION AND ORDER DENYING HANSEN STORAGE COMPANY’S MOTION FOR PARTIAL SUMMARY JUDGMENT

This diversity action involves a dispute between Employers Mutual Casualty Company and its policyholder, Hansen Storage Company, Inc., about damage Hansen’s commercial storage facility incurred when heavy snow and ice caused its roof to collapse. EMC acknowledged coverage for most of the damages and paid Hansen millions of dollars on its claim. However, the insurer denied coverage for damage sustained to the freezer floor, asserting that several exclusions in Hansen’s commercial insurance policy precluded coverage for that portion of the claim. After the parties failed to resolve the coverage issue, Hansen filed this lawsuit seeking (among other things) declaratory judgment that no exclusion in the policy eliminates coverage for any of the damages sustained to its building. Hansen has moved for summary judgment on that claim. Although Hansen has shown an initial grant of coverage for the floor-related damage sustained to its cold storage facility, EMC has demonstrated that several exclusions in the policy may preclude coverage for that loss. The court will therefore deny the motion. BACKGROUND Hansen offers warehousing space in the Milwaukee area, including a cold storage facility that was kept at five degrees and that serviced the company’s largest customer. Pl.’s Facts ¶¶ 1–2, 7, 13, ECF No. 51. On February 24, 2021, the roof of the cold storage facility

collapsed under the weight of snow and ice. Pl.’s Facts ¶¶ 5–12. The collapsed roof severed the facility’s sprinkler lines, resulting in more water entering the space, see Dannewitz Decl. Ex. E, at 3, ECF No. 59-5, and a sheet of ice subsequently formed on the freezer floor, Pl.’s Facts ¶ 15. Hansen immediately reported the collapse to its insurance carrier, EMC. Pl.’s Facts ¶ 14. The commercial insurance policy issued by EMC covered losses, including damage to the cold storage facility, that occurred from September 1, 2020, to September 1, 2021. See Dannewitz Decl. Ex. A, ECF No. 59-1. While clearing the facility of debris, Hansen observed more damage to the building, including a heaved (that is, displaced upward) freezer floor, a cracked concrete wall, and a buckled steel bracing frame that supported the wall. See Dannewitz Decl. Ex. F, at 1, ECF

No. 59-6. According to Hansen, the freezer was readily accessible and fully functional prior to the roof collapse. Pl.’s Facts ¶¶ 15–20. The heaved floor, however, impaired access to the freezer and eventually heaved so significantly that the concrete floor slab had to be removed entirely. Hansen and EMC retained engineering experts to investigate the damage to the cold storage facility. Hansen retained Giles Engineering Associates Inc. and GRAEF, while EMC retained Engineering Systems Inc. and Wiss Janney Elstner. Def.’s Facts ¶¶ 30–33, ECF No. 58. Engineering Systems’ preliminary report indicated that the weight of ice and snow on the roof and the subsequent roof framing failure did not cause the floor heaving or the wall

2 cracking. Dannewitz Decl. Ex. B, at 11, ECF No. 59-2. The report also indicated that the damage to the steel braced frame was not consistent with the roof framing failure. Id. at 11– 12. Thereafter, Engineering Systems and GRAEF issued a joint summary stating that the two firms were “in tentative/preliminary agreement that the upward movement of the freezer slab

and the west [concrete] wall was a condition that existed prior to the snow collapse and [was] the result of long-term problems with frost heave.” Dannewitz Decl. Ex. G, ECF No. 59-7. The joint summary further stated that, because GRAEF had not completed its investigation, the firm could not “definitively confirm any causation for the collapse.” Id. A few weeks later, Engineering Systems issued a supplemental report reiterating its position that the heaved floor and related building distress was “the result of long-term issues with soil movement” and was “unrelated to the weight of ice and snow on the roof or the resulting roof framing failure.” Dannewitz Decl. Ex. C, at 1, ECF No. 59-3. Giles analyzed the soil underneath the freezer floor and issued a report of its findings.

See Dannewitz Decl. Ex. D, ECF No. 59-4. The firm noted that the floor was composed of multiple layers, with concrete on top, followed by insulation, tubing for a floor heating system, fill material, and more concrete. Id. at 6. Testing revealed that the native soil under the floor system appeared to be frozen at a depth of about ten feet and showed ice lenses within the soil at depths between five-and-a-half and nine feet. Based on those findings, as well as the shallow groundwater conditions encountered, Giles indicated that “the most likely cause of the building foundation and floor distress [was] excessive foundation and floor movement caused by frost heave of the underlying soils.” Id. at 7. The firm noted that the soil was highly susceptible to frost and, when combined with the shallow groundwater, posed a high risk for

heaving. 3 After receiving the findings from Giles, GRAEF issued a report of its final conclusions. See Dannewitz Decl. Ex. E. The firm noted that “the depth of frost that was observed under the floor slab was deeper than what naturally occurs in [that] part of Wisconsin” and that the “depth of frost could only have been caused by the low temperatures of the freezer.” Id. at 3.

Thus, GRAEF concluded that the floor heating system must not have been operating properly, as “it would have taken months for frost of [that] depth to develop and the low temperatures from the freezer to create frost at that depth. . . . [W]ithout a functioning [heating] system, the cold from the freezer was able to freeze moisture in the ground beneath the foundation, over time to a depth below the foundations.” Id. at 3–4. GRAEF also concluded that water from the roof collapse and the severed sprinkler lines traveled through cracks in the freezer floor and contributed to the frost heave: “It may have taken days, or weeks for this balancing- out of temperatures below the floor to occur; but as the intruding water froze, it likely caused the floor slabs and structural members above it to heave.” Id. at 4.

Wiss Janney Elstner also issued a report about the cause of the floor heaving. See Dannewitz Decl. Ex. F. Based on the prior investigations, the firm determined that the soil freezing and associated heaving “occurred over a period of time that predated the roof collapse.” Id. at 4. Wiss Janney Elstner attributed the soil freezing to “lack of a functioning under floor heating system or other effective thermal barrier between the freezer environment and underlying soil.” Id. Given the depth of the frozen soil, the firm surmised that the floor heating system “must not have been functional for a significant period of time that predated the roof collapse.” Id. at 5. Wiss Janney Elstner also ruled out the sprinkler water “as a primary contributary cause of the observed frozen soil and soil heave.” Id. Overall, it

concluded that the roof collapse did not cause the floor heaving and related building distress. 4 On February 22, 2022, Hansen submitted a proof of loss to EMC that included damages for the collapsed roof and the heaved floor. Pl.’s Facts ¶ 21. EMC issued a partial denial, finding that the insurance policy covered damages related to the collapse of the roof. See Hansen Decl. Ex. A, ECF No. 52. However, according to EMC, the policy did not cover

damages to the floor system and the related building distress because those damages were caused by earth movement from frost heave.

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Hansen Storage Company Inc v. Employers Mutual Casualty Company, Counsel Stack Legal Research, https://law.counselstack.com/opinion/hansen-storage-company-inc-v-employers-mutual-casualty-company-wied-2024.