Denver Street LLC v. Town of Saugus

939 N.E.2d 1187, 78 Mass. App. Ct. 526, 2011 Mass. App. LEXIS 17
CourtMassachusetts Appeals Court
DecidedJanuary 6, 2011
Docket09-P-2031
StatusPublished
Cited by1 cases

This text of 939 N.E.2d 1187 (Denver Street LLC v. Town of Saugus) is published on Counsel Stack Legal Research, covering Massachusetts Appeals Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Denver Street LLC v. Town of Saugus, 939 N.E.2d 1187, 78 Mass. App. Ct. 526, 2011 Mass. App. LEXIS 17 (Mass. Ct. App. 2011).

Opinion

Duffly, J.

For a number of years, the town of Saugus (town) coped with its failing sewer infrastructure by releasing water *527 and sewage into the Saugus River. In 2005, the town entered into an administrative consent order (ACO) with the Department of Environmental Protection (DEP) that mandated repairs to reduce the amount of groundwater inflow and infiltration (I/I) into the system. The four plaintiffs, Denver Street LLC (Denver Street), Paul DiBiase, as trustee of Oak Point Realty Trust (Oak Point), Kevin Procopio, as trustee of Vinegar Hill Estate Trust (Vinegar Hill), and Central Street Saugus Realty, LLC (Central Street), are developers and landowners who sought permits for residential construction in the town. The town required the plaintiffs to connect to the town sewer system and charged them an I/I reduction contribution, termed a “fee” by the town, which they paid under protest. The plaintiffs thereafter filed separate complaints in Superior Court that set forth substantially similar allegations that the I/I reduction contribution each was required to make in order to connect to the town’s sewer system constituted an illegal tax rather than a permissible fee. The plaintiffs sought refunds of these payments. 2 Vinegar Hill also sought declaratory relief. The complaints were consolidated, and the matter proceeded to trial without a jury.

The trial judge determined that the I/I reduction contribution was not an allowable fee but an illegal tax. Judgments issued in favor of each of the plaintiffs ordering the town to refund the amount of the I/I reduction contribution each had paid, plus fees and costs. Prejudgment interest at the rate of twelve per cent was added to each of the awards. 3

On appeal, the town’s challenge to the judge’s conclusion *528 that the I/I reduction contribution constituted an illegal tax focuses on claims that (i) the new users received a particularized benefit, and (ii) the payments bore a reasonable relationship to the costs of sewer system repairs. The town also claims that it was error to impose a twelve percent rate of interest as provided by G. L. c. 231, § 6H. 4 We affirm. 5

Facts. We summarize the judge’s comprehensive findings and the uncontested facts of record. Millennium Equity Holdings, LLC v. Mahlowitz, 456 Mass. 627, 630 (2010). The town has had trouble with its sewer system for many years, with official documents in the record indicating recognition of this fact at least as far back as 1986. Central to the issues in this appeal is the town’s degraded or inadequate sewer infrastructure, which allowed water to enter the sewer system and occasionally to overload it. 6 Overloading occurs when ground water leaks into the sanitary sewer system through defective pipes, pipe joints, and sewer connections (infiltration), or when rain or other extraneous sources of water enter the system from public sources such as manhole covers and private sources such as sump pumps and roof drains (inflow). I/I increases the volume of liquid in the sewer system, which can result in sewage overflows when excessive amounts of I/I caused by storm events push the system to or beyond its capacity. Prior to 2005, during overflow events, in order to prevent sewage from backing up into homes and businesses linked to the sewer system, the town discharged *529 untreated sewage directly into the Saugus River, which flows through Rumney Marsh, an “Area of Critical Environmental Concern,” and from there to the ocean.

Repeated discharges of sewage into an environmentally sensitive area brought the scrutiny of the DEP, which in 2004 instituted administrative proceedings against the town for its asserted violations of the Clean Waters Act, G. L. c. 21, § 43(2), and related Massachusetts regulations governing operation and maintenance of wastewater treatment works and indirect dis-chargers. 314 Code Mass. Regs. § 12.03(8) (2002). 314 Code Mass. Regs. § 12.04(8) (1996). In 2005, to resolve the administrative action, the town entered into the ACO with the DEP, which required the town to implement plans to identify and eliminate sources of I/I as a condition of allowing new wastewater discharges to the sanitary sewer system. 7

In accordance with the ACO, the town instituted a moratorium on any new construction that would affect the sewer system until such time as a plan was implemented that successfully addressed the I/I problems leading to overflow into the river. As further required by the terms of the ACO, the town created and implemented an “Inflow and Infiltration Reduction Program Sewer Connection and Extension Policy” (SCEP) and a mechanism for calculating when I/I reduction was such that new flow would be permitted. That mechanism, called the “sewer bank,” has been in use in a number of other cities and towns in the Commonwealth.

Under the sewer bank procedure, applicants seeking to connect to the sewer system could “purchase” gallons of flow from the sewer bank by making an I/I reduction contribution. The procedure is in essence a means of record-keeping that enables the town and the DEP to keep track of total gallons of I/I flow remediated. As repairs by the town were completed, I/I would be removed from the system. The I/I removed, measured in gallons, would result in a credit to the sewer bank of a specified *530 number of gallons of flow. In accordance with the formula set forth in the ACO, the town initially was permitted to add one gallon of flow to the sewer bank for every ten gallons of I/I removed from the sanitary sewer system. These credits could then be, but were not required to be, allocated to new construction. As the town successfully removed I/I-related flow from the system, that is, when the total I/I removal reached 250,000 gallons, this 10:1 ratio would drop to 6:1; when I/I removal reached 500,000 gallons, the ratio would drop to 4:1. 8

The town was prohibited from issuing permits for new sewer connections unless there were, at the time, sufficient gallons in the sewer bank to meet the new needs. The sewer bank approach was adopted to permit incremental remediation of the problem while allowing new connections to the system. As the town embarked on a multiyear project to make repairs to the system that would result in reduction in I/I, it handled permits for new construction in the following manner: Once a sufficient number of credits had accumulated in the sewer bank under the formula set forth in the ACO, a developer seeking to connect to the sewer system (required by the town for all development of commercial or residential properties) paid an I/I reduction contribution (a monetary amount that was paid in addition to a building permit fee and a plumbing fixture fee).

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Related

Denver Street LLC v. Town of Saugus
970 N.E.2d 273 (Massachusetts Supreme Judicial Court, 2012)

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Bluebook (online)
939 N.E.2d 1187, 78 Mass. App. Ct. 526, 2011 Mass. App. LEXIS 17, Counsel Stack Legal Research, https://law.counselstack.com/opinion/denver-street-llc-v-town-of-saugus-massappct-2011.