Sams v. Dept. of Environmental Protection
CourtSupreme Court of Connecticut
Date FiledApril 30, 2013
DocketSC18438
JudgeRogers; Palmer; Zarella; Eveleigh; Harper; Vertefeuille
StatusPublished
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Full Opinion
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DAVID SAMS ET AL. v. DEPARTMENT OF
ENVIRONMENTAL PROTECTION
(SC 18438)
Rogers, C. J., and Palmer, Zarella, Eveleigh, Harper and Vertefeuille, Js.*
Argued September 27, 2012—officially released April 30, 2013
Jeffrey J. Mirman, for the appellants (plaintiffs).
David H. Wrinn, assistant attorney general, with
whom, on the brief, were Richard Blumenthal, former
attorney general, and George Jepsen, attorney general,
for the appellee (defendant).
Opinion
EVELEIGH, J. The plaintiffs, David Sams and Betsy
Sams, appeal1 from the judgment of the trial court
affirming the decision of the department of environmen-
tal protection hearing officer requiring the removal of
a gabion seawall2 that the plaintiffs had constructed on
their property along the shoreline of the Connecticut
River without having obtained approval from either the
town of Old Saybrook (town) in accordance with Gen-
eral Statutes (Rev. to 2003) § 22a-1093 or the defendant,
the department of environmental protection (depart-
ment),4 in accordance with General Statutes (Rev. to
2003) § 22a-361.5 On appeal, the plaintiffs claim that the
trial court improperly concluded that: (1) the depart-
ment properly asserted jurisdiction over the seawall
under § 22a-361 because the department failed to prove
that the seawall was located waterward of the high tide
line; (2) the department properly asserted jurisdiction
under the Coastal Management Act (act), General Stat-
utes §§ 22a-90 through 22a-111, because there is no
evidence in the record that the town had determined
whether the plaintiffs needed coastal site plan approval
prior to constructing the seawall; (3) substantial evi-
dence supported the department’s findings and conclu-
sions that the factual predicates to the department’s
jurisdiction under § 22a-361—that the seawall is located
in ‘‘tidal, coastal or navigable waters’’ of the state and
that the bank on which the seawall is located is a
‘‘coastal bluff or escarpment’’—had been met; and (4)
the hearing officer’s decision to order the removal of
the entire seawall was not an abuse of discretion. We
disagree with the plaintiffs and, accordingly, affirm the
judgment of the trial court.
To provide context for the claims raised in the present
case and the specific facts relevant to those claims, we
begin as we did in our recent opinion in Shanahan v.
Dept. of Environmental Protection, 305 Conn. 681, 47
A.3d 364 (2012), by outlining the statutory scheme in
effect at the time of the proceedings in the present case;
see footnote 8 of this opinion; governing activities along
the Connecticut coastline in order to protect coastal
resources. ‘‘[T]he legislature has enumerated several
activities that are subject to regulation by the depart-
ment if conducted ‘waterward of the high tide line.’
General Statutes § 22a-359 (a);6 see General Statutes
§ 22a-361 (a) (1). Specifically, § 22a-361 (a) (1) directs
a property owner seeking, inter alia, to ‘erect any struc-
ture,’ ‘maintain any structure’ or ‘carry out any work
incidental thereto’ along the Connecticut coast ‘water-
ward of the high tide line’ to obtain a permit from the
commissioner of environmental protection (commis-
sioner) and agree to carry out any conditions deemed
necessary to the implementation of that permit. . . .
Any violation of this provision is considered a public
nuisance for which the department may issue a cease
and desist order.7 General Statutes §§ 22a-362 and 22a-
363f. The term ‘high tide line’ as used in § 22a-361 (a)
is statutorily defined as ‘a line or mark left upon tide
flats, beaches, or along shore objects that indicates the
intersection of the land with the water’s surface at the
maximum height reached by a rising tide. The mark
may be determined by (1) a line of oil or scum along
shore objects, (2) a more or less continuous deposit of
fine shell or debris on the foreshore or berm, (3) physi-
cal markings or characteristics, vegetation lines, tidal
gauge, or (4) by any other suitable means delineating
the general height reached by a rising tide. The term
includes spring high tides and other high tides that
occur with periodic frequency but does not include
storm surges in which there is a departure from the
normal or predicted reach of the tide due to the piling
up of water against a coast by strong winds such as
those accompanying a hurricane or other intense
storm.’ General Statutes § 22a-359 (c).8
‘‘In addition to the requirements of § 22a-361, coastal
activity may also be subject to regulation under the
[act], General Statutes § 22a-90 et seq. Among the act’s
goals is the management of coastal bluffs [and escarp-
ments],9 which play an integral role in maintaining a
balanced pattern of erosion and sedimentation along
the coastline. General Statutes § 22a-92 (b) (2) (A). In
addition to providing a significant source of sediment
for other coastal features, bluffs [and escarpments] also
support unique plant communities, provide wildlife hab-
itats, and protect against coastal flooding. The act’s
policies specifically declare that the natural contours
of bluffs [and escarpments] should be preserved and
that activities altering the natural supply of sediment
from bluffs [and escarpments] should be disapproved.
General Statutes § 22a-92 (b) (2) (A). The act establishes
a ‘coastal boundary’; General Statutes § 22a-94 (b);10
and requires property owners wishing to construct,
inter alia, any shoreline flood and erosion control struc-
ture that is within the coastal boundary to submit a
coastal site plan for approval by the local zoning author-
ity. General Statutes § 22a-109.’’ (Citation omitted.) Sha-
nahan v. Dept. of Environmental Protection, supra,
305 Conn. 687–89. The act permits a town to exempt,
by regulation, certain activities and uses from the site
plan process but does not permit towns to exempt
‘‘shoreline flood and erosion control structures . . . .’’
General Statutes (Rev. to 2003) § 22a-109 (b). The town
may modify or deny any coastal site plan if it fails to
comply with the town’s zoning regulations or the act’s
requirements.11
Any activity that occurs within the coastal boundary
not exempt from coastal site plan review, which occurs
without having received lawful approval from the rele-
vant town zoning board, or which violates the terms or
conditions of such approval, is deemed a public nui-
sance. General Statutes § 22a-108.12 When such unlawful
activity takes place, the municipality in which the activ-
ity has occurred has the authority to exercise all
enforcement remedies legally available to it, such as
issuing a cease and desist order. General Statutes § 22a-
108. In addition, after notifying the relevant municipal-
ity, the commissioner may also take enforcement action
against the unlawful activity. General Statutes § 22a-
108. ‘‘[T]he commissioner may order that such a public
nuisance be halted, abated, removed or modified and
that the site of the violation be restored as nearly as
reasonably possible to its condition prior to the viola-
tion . . . .’’ General Statutes § 22a-108. Thus, the statu-
tory scheme provides for concurrent jurisdiction
between the department and a coastal town over an
activity that occurs within the coastal boundary without
lawful approval from the relevant municipality.
With this regulatory framework in mind, we turn to
the specific facts as found by the department hearing
officer and revealed by the record, and procedural his-
tory, relevant to our resolution of this appeal. The plain-
tiffs’ property is located on the Connecticut River,
approximately four miles upstream from Long Island
Sound in the town. The shoreline of the plaintiffs’ prop-
erty is a steep bank with a grade of approximately
seventy degrees, and consists of gravel and loose sandy
soils. During the summer of 2000, the plaintiffs began
observing the effects of erosion along the shoreline
of their property, causing it to become unstable. The
erosion was caused by two concurrent forces: the ero-
sion at the top of the bank was caused by weather
related runoff, and the erosion at the bottom of the
bank was caused by scouring from wake and wave
activity. If left unchecked, the erosion would have even-
tually altered the bank to a point of equilibrium or
stability. The trees located on the plaintiffs’ property
nearest to the bank, however, would have eventually
broken away and fallen into the Connecticut River. The
ongoing erosion also would have compromised the sta-
bility of the plaintiffs’ patio.
After noticing the erosion, the plaintiffs consulted
with Chris Lawrie, a landscape specialist, regarding pos-
sible erosion control solutions. After considering vari-
ous means to mitigate the effects of the erosion, the
plaintiffs decided to install a 261 foot long gabion sea-
wall. The plaintiffs, in consultation with Lawrie,
selected this option after concluding that the composi-
tion of the soil and the severity of the grade appeared
to make a vegetative solution impossible, and a riprap
system13 would have required excavation of the bank
beyond that required for the seawall. The seawall was
constructed during August and September, 2004.
The plaintiffs did not seek approval from either the
town or the department before constructing the sea-
wall, nor did they conduct any surveys prior to construc-
tion. Rather, Gary Sharpe, a licensed engineer whom
the plaintiffs had hired, advised the plaintiffs that, based
on his experience, no authorization would be required
if the seawall was installed landward of the high tide
line. Thus, the plaintiffs and Lawrie agreed that all con-
struction of the seawall would occur landward of the
high tide line as depicted on site plans that the plaintiffs
previously had submitted when they applied to the
department for permits for construction of a dock. The
high tide line depicted on those earlier site plans listed
an elevation of 4.1 feet.14 Lawrie installed a silt fence
in alignment with the most landward set of dock pil-
ings—at what he believed to be the high tide line—and
all construction occurred landward of that fence.
On September 29, 2004, Michael Grzywinski, a depart-
ment staff member, conducted an investigation of the
plaintiffs’ property in response to a complaint received
after the seawall had been virtually completed. In his
inspection report, Grzywinski noted the location of the
seawall and a silt fence, as well as a ‘‘body of water
with evidence of tide’’ and a ‘‘wrack line,’’ which is a
line of debris indicating where the water level intersects
with the land. Grzywinski also observed and photo-
graphed a wrack line to the north of the plaintiffs’ dock,
and debris and water in contact with the seawall to
the south of the dock. On the basis of these factors,
Grzywinski determined that the seawall was located
waterward of the high tide line, and that, because the
plaintiffs had not received a permit from the department
prior to construction, the seawall had been constructed
in violation of § 22a-361. The department then notified
the town of the seawall’s construction.
On October 1, 2004, Christina Costa, the town’s zon-
ing enforcement officer, inspected the plaintiffs’ prop-
erty. On the basis of her observations, she determined
that the seawall had been built in violation of both the
town’s zoning regulations and the act. As a result, on
December 8, 2004, the town issued a cease and desist
order to the plaintiffs. The order noted that a zoning
permit was required under the town’s zoning regula-
tions, and that coastal site plan approval was required
under the act because the seawall was located in the
coastal boundary and was a ‘‘ ‘shoreline flood and ero-
sion control structure’ ’’ as defined in General Statutes
(Rev. to 2003) § 22a-109 (c).
Following this action by the town, on March 16, 2005,
the department issued a notice of violation to the plain-
tiffs and Lawrie. The notice stated that the seawall had
been constructed along the shoreline of the plaintiffs’
property waterward of the high tide line, without prior
state authorization, in violation of § 22a-361. The viola-
tion notice required the plaintiffs to submit a plan for
removal of the seawall and for restoration of the shore-
line to its preexisting condition.
After issuing the notice of violation, department staff
revisited the plaintiffs’ property on at least two separate
occasions. On June 22, 2006, department officials took
photographs of the plaintiffs’ property during a period
of predicted high tide, which showed water up to and
overlapping the footing and in contact with the southern
portion of the seawall. Additionally, photographs taken
by department officials on September 12, 2006, showed
the same water levels. The department officials did not
report any instances of intense storm activity in the
area during any of the site inspections.
In response to the notice of violation, the plaintiffs
retained Sharpe to conduct an additional survey to
determine whether the seawall was built waterward of
the high tide line. Sharpe prepared a site plan showing
the location of the seawall landward of what he believed
to be the high tide line, based on actual on-site observa-
tions. Sharpe excluded from his consideration data
obtained when the river was above flood stage, and
when a weather factor may have influenced the tide.
On May 13, 2005, Sharpe submitted the site plan and
permit application to the department in support of the
plaintiffs’ attempt to obtain permission to retain the
seawall. The permit application proposed to replace a
portion of the seawall with shallower courses of green
gabions that would be supplemented with vegetative
plantings, but to retain the footing and first two courses
of the existing stone gabions. After analyzing the plain-
tiffs’ permit application, the department rejected the
proposal because it considered the proposal to be
inconsistent with the act, which stresses nonstructural
solutions to mitigate the effects of erosion.
On March 17, 2006, after denying the plaintiffs’ permit
application, the department issued an order to the plain-
tiffs to remove the seawall and to restore the area to
its previous condition. The removal order stated that
it would take effect twenty-one days after the date of
the commissioner’s signature, unless the plaintiffs filed
an answer or requested a hearing. On April 7, 2006, the
plaintiffs filed an answering statement and requested
a hearing. The Connecticut Gateway Commission and
the town filed requests to intervene in the proceeding,
to which the plaintiffs objected. The department denied
those requests but permitted the town to submit a brief
in support of its position that the plaintiffs had violated
the act.15
In September, 2006, the department commenced an
administrative hearing on the plaintiffs’ challenge to
the removal order. In her final decision, issued on
November 2, 2007, the hearing officer determined, inter
alia, that the department properly exercised jurisdiction
under §§ 22a-108 and 22a-361. The hearing officer fur-
ther concluded that, because the department’s jurisdic-
tion encompassed the entire seawall, the department
had the authority to order it to be removed. The plain-
tiffs appealed from the decision of the hearing officer
to the trial court on December 14, 2007. The trial court
affirmed the hearing officer’s decision. This appeal fol-
lowed. See footnote 1 of this opinion. Additional facts
will be set forth as necessary.
I
DEPARTMENT JURISDICTION UNDER § 22a-361
The plaintiffs first claim that the trial court improp-
erly rejected their claim that the department improperly
had found that a portion of the seawall had been built
waterward of the high tide line, thus implicating the
department’s jurisdiction under § 22a-361. Specifically,
the plaintiffs claim that the trial court improperly: (1)
concluded that, in light of the visual observations made
by department staff, there was sufficient evidence to
sustain the hearing officer’s conclusion that a portion
of the seawall was located waterward of the high tide
line; and (2) failed to conclude that the department
engaged in improper rule making by using the Army
Corps of Engineers one year frequency tidal flood eleva-
tion data as a method to determine the location of the
high tide line. In response, the department contends that
the trial court properly: (1) determined that substantial
evidence supports the hearing officer’s finding that a
portion of the seawall was located waterward of the
high tide line; and (2) determined that use of the Army
Corps of Engineers one year frequency tidal flood data
was consistent with § 22a-359 (c). We agree with the
department.
Before addressing the substance of the plaintiffs’
claims, we reiterate the well established standards gov-
erning our highly deferential review of factual findings
made by administrative agencies. ‘‘The substantial evi-
dence rule governs judicial review of administrative
fact-finding under [the Uniform Administrative Proce-
dure Act (UAPA)]. General Statutes § 4-183 (j) (5) and
(6). Substantial evidence exists if the administrative
record affords a substantial basis of fact from which
the fact in issue can be reasonably inferred. . . . This
substantial evidence standard is highly deferential and
permits less judicial scrutiny than a clearly erroneous
or weight of the evidence standard of review. . . . The
reviewing court must take into account [that there is]
contradictory evidence in the record . . . but the pos-
sibility of drawing two inconsistent conclusions from
the evidence does not prevent an administrative
agency’s finding from being supported by substantial
evidence . . . . The burden is on the [plaintiffs] to
demonstrate that the [agency’s] factual conclusions
were not supported by the weight of substantial evi-
dence on the whole record.’’ (Internal quotation marks
omitted.) Shanahan v. Dept. of Environmental Protec-
tion, supra, 305 Conn. 700, quoting Connecticut Light &
Power Co. v. Dept. of Public Utility Control, 266 Conn.
108, 124–25, 830 A.2d 1121 (2003).
The following additional facts as found by the hearing
officer are relevant to the resolution of the plaintiffs’
claims. After Grzywinski inspected the plaintiffs’ prop-
erty and determined that the seawall was in violation
of § 22a-361, department officials reviewed the depart-
ment’s database for prior state authorizations issued
for the plaintiffs’ property, and found the two dock
permits and associated site plans. As previously stated,
those plans indicated a high tide line elevation at the
plaintiffs’ property of 4.1 feet, based on the Army Corps
of Engineers one year frequency tidal flood elevation.
This standard is based on the highest yearly occurring
tidal flood and is based on observed, rather than pre-
dicted, tidal activity. Meteorological influences, such
as storm events, are included in the tidal flood profiles;
however, the data does not include hurricane events.
After receiving the department’s notice of violation,
in an attempt to retain the seawall, the plaintiffs retained
Sharpe to prepare a site plan and permit application
and to conduct a survey to determine the location of the
high tide line. The site plan submitted to the department
depicted a high tide line of 2.8 feet, rather than 4.1 feet
as had been shown in the plaintiffs’ earlier dock permit
applications. Sharpe based the 2.8 foot high tide line
measurement on his actual on-site observations, not
the Army Corps of Engineers one year frequency tidal
flood data. Sharpe excluded from his consideration data
obtained on occasions when the river was above flood
stage, or a weather factor might have influenced the
tide.
After submitting the site plan to the department,
Sharpe continued his survey. Sharpe took measure-
ments of surface water heights at periods of predicted
high tide over fifteen months, from April 11, 2005, to
July 13, 2006. Sharpe also determined elevations for
any wrack lines present, and recorded relevant weather
conditions. The data collected during Sharpe’s entire
survey indicated water levels as high as 4.4 feet under
light wind conditions and following rain. The survey
indicated that, on January 3, 2006, water was in contact
with the seawall under windy conditions. On January
18, 2006, Sharpe noted that water was at the seawall
during a light breeze, and following a heavy rain. On
February 1, 2006, Sharpe observed water at the base
of the seawall during a light breeze of five to ten miles
per hour. Furthermore, Sharpe reported wrack lines as
high as 4 feet during a period of heavy rain, 3.8 feet
under light wind conditions, and 3.7 feet under calm
conditions.
After Sharpe concluded his survey, the plaintiffs hired
Professor W. Frank Bohlen to review Sharpe’s data and
conclusions. Like Sharpe, Bohlen declined to use the
one year frequency tidal flood elevation data in
determining the location of the high tide line because
it is influenced by storm events. In his review of Sharpe’s
data, Bohlen eliminated all data reflecting tidal and
stream flow anomalies and all storm events. Bohlen
concluded that, in order to accurately determine the
location of the high tide line, it is best to obtain direct
measurements of water levels over a relatively long
period of time, such as the measurements obtained by
Sharpe in his survey. On the basis of his analysis of
Sharpe’s fifteen month survey, Bohlen concluded that
the wrack line elevations varied from approximately
1.3 to 4 feet. He also noted that the wrack line comes
into contact with the seawall at the higher elevations,
preventing any additional shoreward movement of the
wrack line. Bohlen ultimately concluded that the high
tide line at the plaintiffs’ property fell between eleva-
tions of 2.9 and 3.2 feet. At the hearing before the depart-
ment, the plaintiffs pointed to the data obtained in
Sharpe’s study, and Bohlen’s review of that data, as
proof that the seawall is located landward of the high
tide line, and as support of their claim that use of the
Army Corps of Engineers one year frequency tidal flood
elevation data is an improper method to determine the
high tide line.
The administrative hearing officer concluded that the
department’s use of the Army Corps of Engineers one
year frequency tidal flood elevation data as a method
for determining the high tide line was consistent with
§ 22a-359 (c). Furthermore, the hearing officer found
that the record showed that a portion of the seawall was
located waterward of the high tide line. Accordingly, the
hearing officer concluded that the department properly
asserted jurisdiction over the seawall under § 22a-361.
A
The plaintiffs first claim that the trial court improp-
erly concluded that substantial evidence supported the
administrative hearing officer’s finding that the seawall
was located partially waterward of the high tide line.
The plaintiffs contend that the department failed to
meet its burden of establishing the exact location of
the high tide line, which, the plaintiffs claim, is required
before the department can assert jurisdiction under
§ 22a-361. The plaintiffs further contend that the visual
observations of department staff, which were made at
several discrete moments in time, are insufficient to
prove that a portion of the plaintiffs’ seawall was
located waterward of the high tide line. In response,
the department claims that its on-site observations of
water coming into contact with the seawall are suffi-
cient to support the finding that a portion of the seawall
was located waterward of the high tide line. We agree
with the department.
We first set forth our standard of review. ‘‘The issue
in this case . . . raises a question of statutory con-
struction, which is a [question] of law, over which we
exercise plenary review. . . . The process of statutory
interpretation involves the determination of the mean-
ing of the statutory language as applied to the facts of
the case, including the question of whether the language
does so apply. . . . When construing a statute, [o]ur
fundamental objective is to ascertain and give effect to
the apparent intent of the legislature. . . . In other
words, we seek to determine, in a reasoned manner,
the meaning of the statutory language as applied to the
facts of [the] case, including the question of whether
the language actually does apply. . . . In seeking to
determine that meaning . . . [we] first . . . consider
the text of the statute itself and its relationship to other
statutes. If, after examining such text and considering
such relationship, the meaning of such text is plain and
unambiguous and does not yield absurd or unworkable
results, extratextual evidence of the meaning of the
statute shall not be considered. . . . The test to deter-
mine ambiguity is whether the statute, when read in
context, is susceptible to more than one reasonable
interpretation.’’ (Internal quotation marks omitted.)
State v. Marsh & McLennan Cos., 286 Conn. 454, 464–65,
944 A.2d 315 (2008).
We begin with the text of the relevant revision of
§ 22a-359 (c). The term ‘‘ ‘high tide line’ ’’ refers to ‘‘a
line or mark left upon tide flats, beaches, or along shore
objects that indicates the intersection of the land with
the water’s surface at the maximum height reached
by a rising tide.’’ (Emphasis added.) General Statutes
(Rev. to 2003) § 22a-359 (c). Thus, we have previously
held that, by its plain meaning, the term high tide line
as used in § 22a-359 (c) refers to the highest point at
which the water’s surface intersects with the land over
the course of the entire yearly tidal cycle, excluding
only storm surges caused by a hurricane or other
intense storm. Shanahan v. Dept. of Environmental
Protection, supra, 305 Conn. 703. The explicit and lim-
ited exclusion of storm surges caused by a hurricane or
other intense storm refutes any suggestion that normal
meteorological events are also excluded. Id. The statu-
tory definition, therefore, extends the high tide line to
locations that may only come in contact with tidal
waters once during the single highest tide of the year.
Therefore, we have held that if, ‘‘absent intense storm
activity, the water level at high tide ever reaches a given
location, that location is necessarily waterward of the
high tide line as defined by § 22a-359 (c).’’16 (Emphasis
in original.) Id. It follows that, if the department officials
observe tidal waters coming in contact with a structure,
then the portion of the structure that is in contact with
the water is presumptively waterward of the high tide
line. The exact elevation of the high tide line is not
needed in these instances.17
Therefore, ‘‘[the plaintiffs’] argument originates from
a mistaken premise: the critical question in the present
case is not, as the [plaintiffs suggest], ‘where is the high
tide line?’ but, rather, ‘was this seawall constructed
waterward of the high tide line?’ ’’ Id., 706. In the present
case, the hearing officer found, and the record shows,
that during his initial inspection of the plaintiffs’ prop-
erty on September 29, 2004, Grzywinski observed and,
on subsequent visits, photographed a wrack line to the
north of the plaintiffs’ dock, and debris and tidal waters
coming in contact with the plaintiffs’ seawall. In addi-
tion, photographs taken on June 22, 2006, and Septem-
ber 12, 2006, show water in contact with the southern
portion of the seawall. There is no evidence in the
record indicating that the tide during any of the inspec-
tions was influenced by a hurricane or other intense
storm; rather, the photographs depict clear days with
calm seas.18 Moreover, Sharpe’s independent study
notes that water was at the base of the seawall on
numerous occasions throughout the fifteen month
period during which Sharpe recorded data. In the area
reserved for weather related observations, Sharpe
noted that, on one of the days that water was at the
base of the seawall, there was a light breeze of five to
ten miles per hour. On yet another day where water
was recorded as being in contact with the seawall, there
was a light breeze that followed a heavy rain. There is
no mention that the tides on those days were influenced
by a hurricane or other intense storm.19
Although we have recognized that there are situations
in which the exact location of the high tide line must
be proven by the department by a preponderance of
the evidence in order for the department to assert juris-
diction under § 22a-361, such as when the department
is asserting jurisdiction over a structure under only
§ 22a-361; see id., 722–23; that circumstance is not impli-
cated in the present case. In the present case, the depart-
ment is asserting jurisdiction under both §§ 22a-361 and
22a-108. Thus, if the department properly exercises
jurisdiction under both provisions, the exact location
of the high tide line does not need to be established.
Because we conclude in part II of this opinion that the
department properly asserted jurisdiction under § 22a-
108, the department did not have to prove the exact
location of the high tide line in the present case. See
id., 702–703. Thus, we conclude that the trial court
properly determined that the hearing officer’s finding
that a portion of the seawall was located waterward of
the high tide line was supported by substantial evi-
dence, and that the department met its burden of prov-
ing that a portion of the seawall was located waterward
of the high tide line. Accordingly, we conclude that the
department lawfully asserted jurisdiction under § 22a-
361.
B
The plaintiffs next claim that the trial court improp-
erly rejected their claim that the department engaged
in improper rule making when it used the Army Corps
of Engineers one year frequency tidal flood elevation
as a factor in determining the location of the high tide
line. The plaintiffs contend that, because § 22a-359 (c)
does not explicitly authorize use of the one year fre-
quency tidal flood elevation as a method to determine
the location of the high tide line, the department’s use
of that measurement amounted to the enforcement of
a regulation as to the proper method for measuring the
high tide line without following the necessary proce-
dures for adopting a regulation as required by the UAPA,
General Statutes § 4-168. We also understand the plain-
tiffs’ claim to be that the hearing officer abused her
discretion in admitting evidence of the one year fre-
quency tidal flood elevation. In response, the depart-
ment contends that use of the one year frequency tidal
flood elevation data is consistent with § 22a-359 and
that the department’s use of this data as evidence in
the present case did not constitute improper rule mak-
ing. We agree with the department.
The test for determining whether agency conduct or
an agency ruling amounts to a regulation, and thus must
comply with the UAPA, is whether such conduct or
ruling has a ‘‘substantial impact on the rights and obliga-
tions of parties who may appear before the agency in
the future . . . .’’ Salmon Brook Convalescent Home,
Inc. v. Commission on Hospitals & Health Care, 177
Conn. 356, 362, 417 A.2d 358 (1979). ‘‘[T]he label that
the particular agency puts upon its given exercise of
administrative power is not, for our purposes, conclu-
sive; rather it is what the agency does in fact.’’ (Internal
quotation marks omitted.) Id., quoting Lewis-Mota v.
Secretary of Labor, 469 F.2d 478, 481–82 (2d Cir. 1972).
Thus, in order to determine whether use of the one
year frequency tidal flood elevation amounted to the
enforcement of a regulation, we look to the purpose
for which the department used the measurement in the
present case.
The record reveals that the department did not use
the one year frequency tidal flood elevation as a rule
of general applicability; see General Statutes § 4-166
(13) (defining ‘‘regulation’’); nor did it use the measure-
ments obtained by use of the one year frequency tidal
flood elevation data as the conclusive location of the
high tide line in the present case. Instead, the depart-
ment supplemented on-site observations made during
inspections of the plaintiffs’ property with the measure-
ments obtained by use of the one year frequency tidal
flood elevation data. During those on-site observations,
the department officials observed tidal waters coming
in direct contact with the seawall. Similarly, Grzywinski
concluded that the seawall was built in violation of
§ 22a-361 on the basis of the visual observations that
he made during his initial inspection of the plaintiffs’
property, at which time he was unaware of the one year
frequency tidal flood elevation data as it pertained to the
location of the high tide line at the plaintiffs’ property.20
Thus, it is clear that use of the one year frequency tidal
flood elevation data was used by the department as a
‘‘rough approximation’’ of the high tide line to confirm
the department officials’ visual observations of the
site,21 rather than as a binding regulation as to the proper
method for determining the high tide line. Accordingly,
we conclude that the trial court properly determined
that the department did not engage in improper rule
making.
To the extent that the plaintiffs claim that evidence
of the one year frequency tidal flood elevation should
not have been admitted into evidence, we set forth the
relevant standard of review. ‘‘The trial court’s ruling
on evidentiary matters will be overturned only upon a
showing of a clear abuse of the court’s discretion. . . .
The court’s decision is not to be disturbed unless [its]
discretion has been abused, or the error is clear and
involves a misconception of the law.’’ (Citations omit-
ted; internal quotation marks omitted.) State v. Iban
C., 275 Conn. 624, 634, 881 A.2d 1005 (2005).
We conclude that use of the one year frequency tidal
flood elevation as a method to determine the location
of the high tide line was entirely consistent with the
statute. General Statutes (Rev. to 2003) § 22a-359 (c)
provides that the high tide line may be determined by
‘‘(1) a line of oil or scum along shore objects, (2) a
more or less continuous deposit of fine shell or debris
on the foreshore or berm, (3) physical markings or
characteristics, vegetation lines, tidal gauge, or (4) by
any other suitable means delineating the general
height reached by a rising tide.’’ (Emphasis added.)
The statute, therefore, does not provide an exhaustive
list of permissible measurement methods. Rather, the
plain language of § 22a-359 (c) allows for the use of
different measurements or surveys by the department
when determining the location of the high tide line. The
only limitations stated in the statute as to permissible
methods are that the method used must be ‘‘suitable’’
and that storm surges due to hurricanes or other intense
storms may not be included when determining the high
tide line. General Statutes (Rev. to 2003) § 22a-359 (c).
Although the one year frequency tidal flood elevation
data includes some meteorological influences, it does
not include storm surges due to hurricanes. Its use,
therefore, was consistent with § 22a-359 (c). Thus, we
conclude that the department’s use of the one year
frequency tidal flood elevation was properly admitted
into evidence.
It is also important to note that, although the plaintiffs
now claim that the department’s use of the one year
frequency tidal flood elevation was unreasonable, in
1996 and 1999, the plaintiffs themselves used the one
year frequency tidal flood elevation as a method to
determine the location of the high tide line in their
permit applications for a proposed dock, and subse-
quent modification of the dock.22 Additionally, Sharpe
testified that he customarily uses the one year frequency
tidal flood elevation for high tide line determinations
in department permit applications because the mea-
surements are conservative and because he believes
that the department uses the data as a reasonable deter-
mination of the high tide line. Furthermore, Grzywinski
testified that the one year frequency tidal flood eleva-
tion has been used by property owners on department
permit applications as a method to determine the loca-
tion of the high tide line since at least 1988. We con-
clude, therefore, that the trial court properly
determined that the department’s use of the one year
frequency tidal flood elevation was a ‘‘suitable means’’
to aid the department in determining the location of
the high tide line, and thereby complied with the
requirements of § 22a-359 (c).
II
DEPARTMENT JURISDICTION UNDER THE ACT
In light of the department’s finding that a portion of
the seawall was waterward of the high tide line and
thus within the department’s jurisdiction under § 22a-
361, we turn to the plaintiffs’ claim that the trial court
improperly concluded that the department also had
jurisdiction under § 22a-108 of the act to order removal
of the seawall as a ‘‘public nuisance.’’ See Shanahan
v. Dept. of Environmental Protection, supra, 305 Conn.
721–23 (concluding that, because department asserted
jurisdiction under § 22a-361 but not § 22a-108, depart-
ment only had jurisdiction over portion of seawall
waterward of high tide line). The plaintiffs contend that
only a municipality, not the department, has authority
to determine whether a public nuisance exists—a predi-
cate to an enforcement action under § 22a-108—
because only a municipality can determine whether a
coastal site plan is required for a structure in the coastal
boundary, which in turn determines whether a structure
for which no such approval has been sought is lawful
or a public nuisance. The plaintiffs claim that the town
made no such determination and, therefore, the depart-
ment exceeded its authority in finding that the seawall
is a public nuisance. Furthermore, the plaintiffs claim
that the department is bound by a decision of the Supe-
rior Court rendered in their favor, Costa v. Sams, Supe-
rior Court, judicial district of Middlesex at Middletown,
Docket No. CV-XX-XXXXXXX-S (August 11, 2008) (46
Conn. L. Rptr. 186), in a subsequent action by the town’s
zoning enforcement officer to enforce its cease and
desist order.
The department counte