Bergeron v. Conservation Commission of Barnstable

26 Mass. L. Rptr. 151
CourtMassachusetts Superior Court
DecidedAugust 21, 2009
DocketNo. 200800380
StatusPublished

This text of 26 Mass. L. Rptr. 151 (Bergeron v. Conservation Commission of Barnstable) 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
Bergeron v. Conservation Commission of Barnstable, 26 Mass. L. Rptr. 151 (Mass. Ct. App. 2009).

Opinion

Quinlan, Regina L., J.

The plaintiffs, Jay Bergeron and Joanne Crowley, have filed for certiorari review, seeking to annul the Conservation Commission of the Town of Barnstable’s (“Commission”) decision granting an Order of Conditions to build a “dinghy” or kayak dock at 59 Short Beach Road in Centerville, Massachusetts (“the premises”). Alternatively, pursuant to G.L.c. 231A, §1, the plaintiffs seek a declaratory judgment stating that they are entitled to construct a permanent timber pier with seasonal ramp and float on the premises.2 For the following reasons, the plaintiffs’ Motion for Judgment on the Pleadings is ALLOWED, and the case is remanded to the Commission for further findings.

BACKGROUND

The premises is a .15-acre lot with approximately sixty feet of frontage. The premises is improved with a single-family home, and its yard is entirely landscaped up to the concrete retaining wall along the Mean High Water Line. The premises is located along a 250-foot cove off of the Centerville River.

The area surrounding the premises is mapped habitat for shellfish and shore birds and encompasses several protected resources areas, including a Salt Marsh, Riverfront, Intertidal Beach, Land Under Water, and Land Subject to Coastal Storm Flowage.

a) Applicable Regulations

The plaintiffs’ proposed project must comply with the Massachusetts Wetlands Protection Act (the “WPA”), G.L.c. 131, §40 and Chapter 703, Code of the Town of Barnstable (the “Bylaw”). The WPA is designed “to protect the private and public water supply; to protect the ground water; to prevent storm damage; to prevent pollution; to protect land containing shellfish; to protect wildlife habitat; and to protect the fisheries." In consideration of these interests, the WPA sets forth guidelines for the construction of limited projects, including wharves, docks, and piers. 310 Code Mass. Regs. 10.53(3)(j). Review of such limited projects, however, remains within the discretion of the local regulatory authorities. 310 Code Mass. Regs. 10.53(3).

The Bylaw is also designed “to protect wetlands and related water resources, and fheir values and functions, including, but not limited to [the same interests protected by the . . . erosion and sedimentation control . . . [and] recreation . . .” §237-1. The Bylaw recognizes that “construction, use, and maintenance of docks, piers, and walkways are likely to have a significant or cumulative effect on the wetland resources [152]*152values of storm damage prevention, fin and shell fisheries, wildlife habitat erosion and sediment control, and recreation.” §703-1(c).

In particular, the Bylaw states that “[p]iers, depending on their length, can have an adverse impact on recreation by interfering with recreational boating activities,” and that “(a]ny proposal that affects navigation is likely to have significant or cumulative adverse effect on recreation.” §703-l(J). To promote recreation and navigability, §703-4(J)(l) creates a pier length performance standard, which provides that “[n]o dock, including pier, floats, dolphins, etc., shall extend further from shore than: (1) A point equaling 1 /2 of the lot’s water frontage measured in a straight line between the lot’s waterfront corners.” For the same reason, §703-4(J)(4) establishes a channel width standard, limiting a pier’s length by “[t]wenty percent of the width of a linear waterway at MLW except where the location of the existing channel shall dictate otherwise.”

The Bylaw also recognizes that propeller dredging generated by boat use at piers can significantly alter natural sedimentation, resulting in destruction of shellfish habitat and erosion of banks and marshes. §703-1(D). Section 703-4(M)(2) therefore creates a berth depth performance standard designed to prevent sedimentation and erosion; it states that . . the following depth requirements must be met for motorized vessels ... (2) In areas determined not to be high-value shellfish habitat, the minimum depth under the draft of the boat must be 12 inches at MLW.”

b) The Plaintffs’ Proposed Project

On February 11, 2008, the plaintiffs filed a Notice of Intent to construct a permanent timber pier with a seasonal sixteen-foot ramp and a ten-by-eighteen-foot float extending from the premises into the Centerville River for a total distance of one hundred feet. The plaintiffs also requested authorization to berth a boat with a 12-foot draft on the outside of the proposed pier and a non-motorized skiff or day sailer on the inside. The plaintiffs, however, recognized that their proposed plan failed to comply with the pier length standard under §703-4(J)(l), the channel width standard under §703-4(J)(4), and the berth depth standard under §703-4(M)(2).3

In support of the variances from §§703-4(J)(l) and (J)(4), the plaintiffs argued that the premises has unique shallow bathymetry because of a curve in the shoreline. To satisfy the float depth standard under §703-4(H), the plaintiffs maintained that their pier had to extend one hundred feet from the premises. The plaintiffs also contended that the premises’ dimensions were delineated before the Bylaw’s adoption, resulting in an unusually short width to which it would be unjust to apply modern pier length standards.

The plaintiffs further claimed that the proposed project would not obstruct traffic in the Centerville River because it would be located in a dead-end cove and would not extend beyond that line connecting the ends of the abutters’ piers. The plaintiffs maintained that the proposed pier would not adversely affect shellfish or shorebird habitat because the construction site is rated as “0" for shellfish habitat, with the nearest shellfish habitat in excess of ”4" located 2,750 feet away, and because the premises has no dxy beach, dune, or bank which could support shorebird habitat.4 Finally, the plaintiffs noted that forty-eight existing piers are located near the premises and that the Centerville River is permitted for maintenance dredging to support recreational traffic.5

With respect to the variance from the depth standard under §703-4(M)(2), the plaintiffs’ engineer opined that operating a boat at the pier, as long as it did not ground at low tide, would not have a significant, cumulative adverse impact on any of the Bylaw’s protected interests in light of the permitted conditions under the §703-4(M) and the grandfathered existing conditions in the area.

c) The Commission’s Decision

In addition to the plaintiffs’ application, the Commission considered a letter from the Massachusetts Division of Marine Fisheries (“Marine Fisheries”) and an e-mail from Barnstable’s Assistant Harbormaster. Marine Fisheries expressed several concerns with the plaintiffs’ project, including that a motorized boat could propeller-dredge shellfish habitat, that construction equipment could adversely impact the salt marsh and intertidal habitat, that permanent piling could provide habitat for invasive species and increase potential for trash accumulation, and that planking would decrease light penetration. The Assistant Harbormaster voiced no objections to the proposed pier, but noted that the mooring floats directly in front of and to the sides of the premises were already permitted to other vessels.

After reviewing the plaintiffs’ application and the above-referenced letters, the Commission held a public hearing on March 4, 2008.

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Cite This Page — Counsel Stack

Bluebook (online)
26 Mass. L. Rptr. 151, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bergeron-v-conservation-commission-of-barnstable-masssuperct-2009.