Klockner Stabler Hurter Ltd. v. Insurance Co. of Pennsylvania

780 F. Supp. 148, 1991 U.S. Dist. LEXIS 18182, 1991 WL 263262
CourtDistrict Court, S.D. New York
DecidedDecember 11, 1991
Docket89 CIV 8063 (KC)
StatusPublished
Cited by6 cases

This text of 780 F. Supp. 148 (Klockner Stabler Hurter Ltd. v. Insurance Co. of Pennsylvania) is published on Counsel Stack Legal Research, covering District Court, S.D. New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Klockner Stabler Hurter Ltd. v. Insurance Co. of Pennsylvania, 780 F. Supp. 148, 1991 U.S. Dist. LEXIS 18182, 1991 WL 263262 (S.D.N.Y. 1991).

Opinion

MEMORANDUM AND ORDER

CONBOY, District Judge:

Defendants, the Insurance Company of the State of Pennsylvania (“ICSP”), National Union Fire Insurance Company of Pittsburgh (“NUFI”), and American International Underwriters Corporation (“AIU”) move for summary judgment dismissing the remaining Counts I, II, and IV from the Plaintiff Klockner Stadler Hurter Ltd.’s (“KSH”) complaint for insurance reimbursement. KSH cross-moves for partial summary judgment on Count II of its complaint.

BACKGROUND

This action involves insurance reimbursement for losses to: 1) an excavated construction site damaged by a landslide that occurred somewhere in the vicinity of the site in August, 1985; and 2) high density storage tanks that cracked and leaked in late 1986. Unless otherwise stated, the following facts are not in dispute:

In 1981, KSH, a Canadian corporation, together with its parent company, Klockner Industrie-Anlagen, Gmbh (“KIA”) and Voest-Alpine, AG, formed a joint venture known as the KVC Consortium. In 1982, the KVC Consortium entered into a contract with Sabah Forest Industries, Sdn. Bdh (“SFI”), a Malaysian company, whereby the KVC Consortium undertook to act as general contractor in the construction of the Sabah pulp and paper complex in Sipi-tang, Malaysia (the “Sabah Project”). The Sabah Project involved the construction of a large pulp and paper mill with related facilities, to function as a manufacturer of large quantities of paper and other products. The Sabah Project included the construction of an effluent treatment plant consisting of large concrete waste water settling pool tanks. The Sabah project also included the construction of a series of large cylindrical, high density water towers in the area of the main pulp and paper mill. The KVC Consortium, whose on-site employees supervised the Sabah Project, subcontracted portions of the construction work to several other entities.

To secure insurance for the Sabah Project, KSH, through its broker Reed Stenhouse (“RS”), negotiated on behalf of the KVC Consortium with several insuring organizations. Ultimately, RS obtained two policies of insurance relevant here. The first of these was a Contractor’s All Risks/Erection All Risk Comprehensive General Liability Insurance Policy (the “CAR Policy”) issued by Progressive Insurance Sdn. Bhd. (“Progressive”), a Malaysian insurance company. The second was a policy of Combined Contractor’s All Risks/Erection All Risks Comprehensive General Liability Security Insurance And Difference in Conditions Policy (the “DIC Policy”) issued by the Austrian branch of NUFI. RS also obtained reinsurance for the Progressive CAR Policy from ICSP in the form of a Guarantee (the “Guarantee”).

During the negotiation of these policies, RS requested the establishment of a general claims handling procedure and recommended to Progressive and to AIU that the Malaysian office of Thomas Howell Kiew-ett (“THK”) investigate and adjust all claims. ICSP, through AIU, accepted RS’s recommendation in this regard, as did Progressive. Under the general claims handling procedure, KSH notified RS of any claims, and RS then reported any such claims to THK. THK investigated each such claim, advised whether coverage existed, and provided settlement amounts for each such claim. Once THK rendered such *151 advice, RS requested settlement payments from Progressive and from AIU.

One of the claims involved in this action concerned a slope movement that occurred somewhere in the area of the excavation site for construction of the effluent treatment plant. The initial design of the Sabah Project placed the effluent treatment plant on the same plateau as the main pulp and paper mill. Ground Engineering, Inc. a Malaysian soil testing firm hired to conduct soil borings for the entire Sabah Project, issued a report on the soil test borings. Teratech, the primary subcontracting soils consulting firm hired by the KVC Consortium for the Sabah Project, also issued a written report recommending further soil borings. As of the date of Teratech’s report, the actual site of the proposed effluent treatment plant had not been finally selected. During the design process, it was decided that certain components of the effluent treatment plant should be relocated from the upper part of the plateau where the main pulp and paper mill was located to a lower part of the slope. Two soil test borings were made near the originally proposed site of the effluent treatment plant. KSH concedes that these test borings were inadequate for design and construction purposes. The excavation took place in an area where no test borings had been made.

The terrain slopes downward from the upper level of the mill site into the valley where the effluent plant was to be built. A second grading design of the slope required cutting into the natural hillside, thereby making it steeper. We note that it is unclear exactly where the excavation is located with respect to the newly graded slope 1

The parties agree that the natural hillside had little stability because of pressure caused by the seepage of high ground water at the top of the slope, and that the upper granular soils were underlain by a layer of soft clay. KSH concedes that making the slope steeper made the slope less stable. A landslide occurred on the slope somewhere in the vicinity of the excavated site in August, 1985. The parties state that “the design and excavation of the slope were defective because they did not adequately take potential difficulties into account before the slope movement occurred.” Stipulation of January 9, 1991 (“Joint Stipulation”) H 24. However, the parties do not stipulate whether the landslide originated at a distance from the excavation or only within the excavation itself.

The second claim in this action involves cracks and leakage in high density storage tanks located in the main plant area of the Sabah Project. The tanks were constructed of clay tile liner on the inside face of their walls. Through faulty workmanship, water was added to the concrete at some point between its original mixing and its being pumped into certain forms, thereby substantially reducing the strength of the concrete. Cracks and leakage were observed in late 1986 during hydrostatic testing once the tanks had initially been filled to about eighty percent of capacity.

After each loss, KVC made claims for the costs of “reexcavating, redesigning, and relocating” the intended site for the construction of the effluent treatment plant and of “altering and strengthening the high density water tanks in order to complete their requirements, specifications and construction.” Joint Stipulation 111130 and 36.

The KVC Consortium and RS requested the removal of THK as adjuster for the two claims at issue here because of dissatisfaction with the adjustor’s progress in resolving the claims. KSH duly informed ICSP, NUFI, and AIU of the effluent treatment plant claim and the storage tank claim and sought coverage under the CAR Policy and the DIC Policy. RS agreed to the hiring of Mr. George Marschhausen of Throop & Feiden, Marschhausen to investigate these claims, and Marschhausen duly submitted his reports. By letters dated February 13, 1989, AIU, in its capacity as *152 foreign manager of ICSP, denied coverage for the effluent basin and storage tank losses under the CAR Policy.

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Bluebook (online)
780 F. Supp. 148, 1991 U.S. Dist. LEXIS 18182, 1991 WL 263262, Counsel Stack Legal Research, https://law.counselstack.com/opinion/klockner-stabler-hurter-ltd-v-insurance-co-of-pennsylvania-nysd-1991.