Buckley v. JR Builders, Inc.

16 Mass. L. Rptr. 19
CourtMassachusetts Superior Court
DecidedJanuary 17, 2003
DocketNo. CA011420D
StatusPublished
Cited by1 cases

This text of 16 Mass. L. Rptr. 19 (Buckley v. JR Builders, Inc.) is published on Counsel Stack Legal Research, covering Massachusetts Superior Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Buckley v. JR Builders, Inc., 16 Mass. L. Rptr. 19 (Mass. Ct. App. 2003).

Opinion

Billings, A.J.

Facts

The following facts, except where noted, are not subject to genuine dispute. On May 15, 2000, the parties entered into a contract by which the defendant (“JR”) agreed to sell, and the plaintiffs to buy, land and a “spec” house constructed thereon by JR at 25 Squire Armour Road, Windham, New Hampshire. The plaintiffs and the defendant were both Massachusetts residents.

On or about July 31, 2000, the sale closed. JR executed on that date a “Builder’s Limited Warranty and Acknowledgment of Mutual Responsibility” (Warranty) which included the following:

1. CONCRETE FOUNDATION: The seller warrants that the concrete foundation and floor will be free from seeping and leakage for a period of one year from the closing of this transaction . . .
7. PLUMBING & SEWERAGE DISPOSAL SYSTEMS: The operation of plumbing and sewerage disposal systems is warranted for a period of one year from the date of closing of this transaction, except if in course of correcting a stoppage, any foreign objects are found within the system, the buyer will pay the entire cost of correction . . .

Each of these warranties was subject to exceptions which JR does not — with the exception of the “foreign objects” language quoted above — contend are relevant.

Within the one-year warranty period, the Buckleys observed that there were cracks in the foundation that were permitting water to enter the basement, and (in the spring of 2001) that the septic system had apparently failed. They gave JR timely notice of both defects. Specifically, in written communications dated 12/19/00, 1/23/01, 5/3/01, 5/7/01, and 6/19/01, Mr. Buckley notified JR of the foundation cracks and leakage, and of the lack of success of repairs attempted by JR over the winter and spring. A more formal certified letter from Mr. Buckley dated June 1, 2001 notified JR that the Buckleys “intend to hold you responsible for both the failed septic system and the [20]*20three leaks in our basement until they are properly repaired.”

A demand by counsel under G.L.c. 93A, §9, asserting claims relating to the septic system but not the basement, followed on June 5, 2002. The defendant responded on July 3, 2002, denying liability and declining to make an offer of settlement.

Photographs, properly authenticated and submitted with the plaintiffs’ papers, document a leaky and water-damaged basement. JR’s papers are entirely silent on the subject. It therefore appears undisputed that there was a breach of paragraph 1 of the warranty.

The issue regarding the septic system is a bit more complicated. The Buckleys have submitted no fewer than three affidavits and a Field Inspection Report, representing the opinions of four different licensed septic system designers and inspectors (supplemented, as in the case of the wet basement, with photographs). Taken together, these paint a consistent and coherent picture of a system in failure, as evidenced by surface pooling of effluent (“breakout”); a full tank that would not empty into the outlet pipes feeding the leach field; saturated soils around the system; in the discouraging words of one affiant, an “entire system . . . submerged in effluent.”

Two of the four also opined as to the cause of the failure. Their opinions focus on the presence of low-grade, clay-like, code-noncompliant fill placed under, around, and on top of the system, creating a “bathtub effect,” and causing effluent to pool rather than leach into surrounding soils.

In response, JR has offered the affidavit of Kurt Meisner, a licensed septic system designer. The affidavit is brief. It states that Meisner inspected the system on JR’s behalf, and concludes:

The cause of the failure of the septic system is due to the water filtration systems installed by the plaintiff, which causes fine materials to be discharged into the leach field.

For the basis of this opinion, the affidavit references Meisner’s report. This is more detailed, but also a good deal more equivocal, than the affidavit. Meisner inspected the site on September 6, 2001. Portions of the leach field were saturated and had been for some time. “Although the septic system is only one year old,” the report stated, “the system shows signs of strain and saturation.” Grease drops and fines were present in the distribution box. The site’s topography sloped toward the field and showed signs of surface runoff.

Gn cause, the report made the following statements:

This saturation is possibly due to the effects [of] surface and rainwater running from the rooftop and driveway on the site directly against the South side of the leach field.
The fines that are in the distribution box are not likely to be present and the probable cause of these fines are from a water treatment system located in the house and directly discharged into the leach field, or well water directly discharged into the leach field with improper filtration. The builder has informed me that a system was added in this house after construction by the homeowner.1 These water treatment systems collect foreign particles from the well as well as treating the water. When the system is directly discharged into a leach field these fine particles then deposit into the septic tank and possibly the distribution box and eventually the leach field. This may be a direct cause of the fine particles that are located in the distribution box. The maintenance and upkeep of a water system are extremely important to ensure proper filtration and a high efficiency use of the system. Therefore the water system appears to be the most likely cause of failure in this particular case.
As I understand there are no other signs of leach field failure other than the saturation at the Southwest end of the leach field and the above listed issues may be the generating cause of the groundwater saturation at that point.

(Emphasis supplied.) The report concludes by “sug-gestfing] that the well water be tested to determine the number of fine particles that may be passing through into the plumbing and therefore into the leach field.”2

Plaintiffs have moved to strike Meisner’s affidavit, and for summary judgment on each count of the Amended Complaint. These are: breach of contract (Count I), breach of express warranty (Count II), breach of implied warranty of habitability (Count III), negligence (Count IV), fraud (Count V), and violation of G.L.c. 93A, §9 (Count VI). They seek compensatory damages and, under Count VI, attorneys fees and multiple damages.

For the following reasons, the plaintiffs’ motion to strike the Meisner affidavit is granted, and their motion for summary judgment is granted as to liability on Counts I, II, III (in part), and VI (in part), but denied as to Counts IV and V. Further proceedings are to be in accordance with the Order at the end of this Memorandum.

Discussion

A. Motion to Strike Meisner Affidavit

“Even in the absence of a motion to strike, a judge may disregard material in an affidavit which would not be admissible in evidence.” Commonwealth v. Amcan Enterprises, Inc., 47 Mass.App.Ct. 330, 337 (1999). This rule is as applicable to experts as to other witnesses. Id.; Baptiste v. Sheriff of Bristol County, 35 Mass.App.Ct. 119, 126 (1993).

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Buckley v. J.R. Builders, Inc.
16 Mass. L. Rptr. 554 (Massachusetts Superior Court, 2003)

Cite This Page — Counsel Stack

Bluebook (online)
16 Mass. L. Rptr. 19, Counsel Stack Legal Research, https://law.counselstack.com/opinion/buckley-v-jr-builders-inc-masssuperct-2003.