In Re Bessey

65 B.R. 638, 15 Collier Bankr. Cas. 2d 810, 1986 Bankr. LEXIS 5186
CourtUnited States Bankruptcy Court, S.D. California
DecidedOctober 6, 1986
Docket19-00502
StatusPublished
Cited by2 cases

This text of 65 B.R. 638 (In Re Bessey) is published on Counsel Stack Legal Research, covering United States Bankruptcy Court, S.D. California primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
In Re Bessey, 65 B.R. 638, 15 Collier Bankr. Cas. 2d 810, 1986 Bankr. LEXIS 5186 (Cal. 1986).

Opinion

MEMORANDUM DECISION

LOUISE DeCARL MALUGEN, Bankruptcy Judge.

Dr. John D. Todd (“Dr. Todd”), holder of a note secured by a second deed of trust on the residence of Michael Bessey (“Bes-sey”), has moved the Court to vacate the automatic stay to permit him to foreclose on the Bessey residence. Bessey resists, claiming the security interest of Todd is worthless and need not be adequately protected.

*639 FACTS

Bessey purchased his luxury residence in Del Mar, California, from Dr. Todd in December 1982. The residence was new when purchased, having been constructed by Dr. Todd and his son. The debtor now claims that Dr. Todd, who holds his note as partial payment of the purchase price, is neither entitled to adequate protection nor relief from the automatic stay because he is an unsecured creditor by reason of some very unique circumstances. It is uncontro-verted that the Bessey house is sliding down the hill which serves as a foundation for its expansive ocean view. Bessey has filed a state court lawsuit against Dr. Todd for negligence and fraud. As might be expected, Bessey and Dr. Todd sharply disagree on the measures to be taken to remedy the problems with the residence and the cost of those measures. However, it is clear that both parties have relied on the report of Philip H. Benton of Benton Engineering, Inc., in arriving at their opinions as to the nature of the remedial steps which need to be taken.

Philip H. Benton (“Benton”) is a registered civil engineer who has specialized in soils engineering for 37 years. He visited the Bessey residence repeatedly over a six month period, investigating the cause of numerous cracks in the concrete patio, floor slabs and masonry walls of the house and garage. Benton’s investigators hand dug seven test pits, taking samples of the soil at various points around the perimeter of the house. His conclusions contained in three reports (which he explained are cumulative) are that the residence was built on uncompacted fill “ ... well below the minimum specifications of the various Building Departments in the City and County of San Diego.... ” Because the fill soil is not properly compacted, ground water and rain water saturate the improperly compacted fill soil, causing the fill to settle at a different rate than that portion of the house located on undisturbed natural soil. Simply put, the house has a decided northwest tilt and its northwest comer is continuing to slip down the hill. In his final (January 13, 1986) report, Benton recommended:

In order to prevent this probable future settlement from damaging this house, it is recommended that the perimeter and bearing wall footings be underpinned by 3 feet square pier footings excavated to two feet into the medium firm to firm natural light red brown clay fine to medium sand soils beneath the fill soils.

Dr. Todd presented two experts who testified concerning the cost of implementing the Benton recommendations and repairing some of the existing damage. Robert K. Fogg (“Fogg”), an experienced civil engineer, and George E. Eckel (“Eckel”), a licensed building contractor, inspected the Bessey residence and relying on the Benton report, determined that the cost to repair the residence using a concrete pier method was approximately $29,500. The concrete pier method would involve manual excavation of pits beneath the house and patio to a depth necessary to reach firm soil. Concrete would then be poured into the pits to construct columns or piers to provide additional support for the house and patio slabs.

Eckel testified that in arriving at his estimate of construction costs attendant to repair the residence, he did not read Benton’s reports, but relied on Fogg’s interpretation of those reports. Relying on Fogg’s interpretation and suggestions for placement of the piers, his estimate provided for 23 piers to be placed mostly on the north and west side of the residence and under the patio slabs. Under cross-examination, Eckel admitted that his estimate did not include the following:

1. Repair and maintenance of the garage slab;

2. Repair and maintenance of the floor slab;

3. Repair, removal and/or replacement of the retaining wall;

4. The cost of a civil engineer drawing plans;

5. The cost of permits;

6. The cost of repainting;

*640 7. The cost of removing water which might seep into the pits.

8. The cost of labor and materials to shore the pits during excavation.

9. The cost of repairing the exterior cosmetic defects caused by the subsidence (such as filling and painting exterior wall cracks and replacing or repairing cracked trim).

The debtor introduced testimony of Chester Carville, a licensed civil engineer and a contractor specializing in foundation work. Relying on the Benton reports, Carville estimated that work which was required “ ... to stop the building and appurtenance structure distress and to make reasonable cosmetic repair to the structure for damages resulting from the distress” would cost $196,210. Carville also proposes to use a concrete pier method of repair.

In addition, Carville opined that certain optional repair work might be required, depending upon “ ... further evaluation by the soils and structure engineer.” The optional work included such items as house floor slab replacement, if necessary; garage floor slab replacement, if necessary; installation of additional reinforcing steel and total removal and replacement or structural resupport of the retaining wall. The optional items (based on an apparent worst-case analysis after further engineering studies) could cost an additional $127,-800.

Carville’s estimate differs significantly from that of Eckels and Fogg. For example, while Carville would underpin all exterior and interior bearing wall footings with piers (requiring 59 piers to be constructed) Eckels would only construct footings on the noi;th and west sides of the residence, requiring only 23 piers. Further, Carville and Eckels disagree sharply on the amount of time necessary for laborers to excavate the three-foot square pite required for the piers and whether such excavation could be accomplished without shoring or provision for removal of ground water which could seep into the pits.

Other significant differences between the experts’ cost estimates are in the following areas:

1. Construction of a sub-drain system and replacement of landscaping. Carville estimates that installation of a sub-drain system, regrading the yard around the entire house and garage to provide positive drainage and re-landscaping and replacing walks, fences and other improvements disturbed or removed in that operation would cost $33,000. Eckels’ estimate does not provide for installation of a sub-drain system and has an allowance of only $1,500 for regrading and re-landscaping.

2. Carville’s estimate includes such items as engineering plans, permits and permit fees ($2,350), exterior cosmetic repairs ($9,000) and interior cosmetic work ($15,700), all of which items were omitted from the Eckels estimate.

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Cite This Page — Counsel Stack

Bluebook (online)
65 B.R. 638, 15 Collier Bankr. Cas. 2d 810, 1986 Bankr. LEXIS 5186, Counsel Stack Legal Research, https://law.counselstack.com/opinion/in-re-bessey-casb-1986.