Resolution 191-1976
RESOLUTION #~, 1976
WHEREAS, the State of Florida Department of Transportation
proposes to construct a bridge and approaches at Saddlebunch
No.3 Bridge (S.R. 5) Monroe County, Florida, De-
partment of Transportation Project No. 90020-3521 , and
WHEREAS, it is necessary for the Board of County Commissioners
of Monroe County, Florida, to approve said project, and
WHEREAS, the Department of Transportation has provided the
Board with sketches describing the proposed construction, and
WHEREAS, the State of Florida Department of Transportation
has filed an application for a dredge-fill permit from the State
of Florida Department of Environmental Regulation, and
WHEREAS, a biological survey study has been made by the
Department of Environmental Regulation, and a copy of said report
has been read into the records and duly considered at a public
meeting of the Board, and
WHEREAS, the Board of County Commissioners, Monroe County,
Florida, has determined that the issuance of a dredge-fill permit
will not be contrary to the public interest,
NOW THEREFORE, BE IT RESOLVED, by the Board of County
Commissioners, Monroe County, Florida, that the Board endorses
the State of Florida Department of Transportation proposal to
construct a bridge and approaches at Saddlebunch No. 3 Bridqe
(S.R. 5), Department of Transportation Project No. 90020-3521
-2-
as shown in the attached sketches, and has entered the biological
survey as shown in the attached report into the records of a public
meeting, and
BE IT FURTHER RESOLVED, that certified copies of this Re-
solution be forwarded to the State of Florida Department of
Transportation and State of Florida Department of Environmental
Regulation.
ADOPTED by the Board of County Commissions of Monroe County,
26 October 1976
Florida, this day of
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September 28, 1976
Board of County Conwissioners
Monroe County
Monroe County Courthouse
Key West, Florida 33040
Gentlemen:
File No. 44-37-3779, Monroe County
Department of Transportation (Saddlebunch #3)
Our staf~ has performed a biological survey for this proposal
and offers the following COl~~ents:
The applicant proposes to construct a 738-foot long by
47-foot wide bridge across Saddlebunch Channel No.3.
The existing bridge is to remain in place. 1wo construc-
tion alternatives have been proposed as follows: Alter-
native A involves dredging 17,600 cubic yards of material
from an area 100 feet wide along the north side of the
proposed bridge to provide for the work barge. Alter-
native B involves temporarily filling with 11,500 cubic
yards of material along the north side of the proposed
bridge in an area varying in ,,,idth from 70 to 100 feet.
The temporary fill material will be removed and the
bottom restored to the original contour. Temporary fill
material \vill be utilized upland in the proposed embank-
ment. The Key West and Miami approaches ",Till be widened
and lengthened and a shoulder will be created along the
north side of each approach. The shoulder construction
will involve the placement of 49,549 cubic yards of
material in the sub~erged and transition zones.
The general area around the project site is undeveloped
except for marginal disturbance to adjacent transition
zones and upland areas. Uplands are vegetated by red,
black and ,,,hite mangroves and buttonwood. Submerged
vegetation consists of marine algae and marine grasses.
--
fit
~
Board of County Commissioners
September 28, 1976
paqe Two
East of the Miami end of Saddlebunch No. 3 is a sub-
division with an artificia:h canal/system. Tidal exchange
takes place at the mouth of the canal which is located
less than 300 feet from Saddlebunch Bridge #3.
The specific worksite is located in~ediately north of the
existing Saddlebunch No. 3 Bridge. Both approaches
(Key West end and Miami end) are vegetated by a mixtu~e of
red, white, and black mangrove along with buttonwood.
/'
On undisturbed submerged bottoms, the substrate is generally
solid, composed of limestone with a thin layer of marl
overlay. In the disturbed area parallel and adjacent to the
existing bridge, the substrate varies only slightly. Medium-
fine to fine marl particles mixed with unconsolidated or-
ganic debris have drifted into the excavated area and have
filled it nearly to the existing surrounding contour. The
original depth of the excavated area ranged from 3 feet
below the bottom substrate to 5 feet. Water depth in the
immediate area was no deeper than 2 feet and closer to
1 foot near the existing bridge.
Vegetation located in the project area is low in diversit.y?
but lush in grmvth. Turtle grass is the predominant grass
growing in the previously disturbed area adjacent to the
bridge. Cuban shoalwecd was also noted in this area more
specifically along the entire southern edge of the dis-
turbed area. This growth was extremely dense. Several
species of green algae were sparsely scattered through the
grass and along all the piling and fill adjacent to both
sides of the existing bridge. Several species of green
algae and turtle grass were observed growing beneath the
existing bridge in depressions containing water 6 inches to
18 inches deep.
The width of the disturbed section distinctly seen as the
vegetated grassy area is approximately 80 feet wide. This
area, of course, parallels the existing bridge.
Located to the irnnlediate south of the existing bridge is fill
which extends south nearly 40 feet from the bridge supports.
This material was probably placed in this location during
the construction of the existing bridge or during past
maintenance project. Recent maintenance to existing bridge
spans and concrete guard rails has resulted in an aCCUi'UU-
lation of concrete rubble beneath several areas of the
existing bridge. The fill and rubble have effectively
restricted circulation over most of the channel width.
e
e
Board of County Commissioners
September 28, 1976
Page Three
Small channels have been eroded under the arches through
the existing fill. Host circulation is located near the
approaches and towards the center of the span.
Vegetation has also been cleared from this existing area,
probably during maintenance of the bridge. Existing vege-
tation is predominantly red mangrove on this fill with small
black mangroves and halophytic succulents including, salt-
wort and glasswort.
A variety of marine life was observed around and' under the
bridge as well as in the grass flats: Sponges, tunicates,
coral and other coelenterates, gastropods, spiny lobster,
rays, grunt, snapper, parrotfish, small marine tropicals
and nwnerous macro-invertobrates, including various shrimp,
crabs, polychaetes, and amphipods.
.'
The iP.~ediatc impact of the bridge installation on the
submerged and transition zones will be the elimination of
the vegetation and the destruction of the associated habi-
tats. Construct.ion alternative A, which involves dredging,
will create a bottom discontinuity. It is anticipated
that this area vlil1 entrap organic matter a nei the resultilllJ
decomposition Hill reduce cl.hssolved oxygen and adversely
affect water quality. In addition, under surge conditions
the unconsolidated material may be resuspended. The
dredging ~lill also resuspend all the flocculent material
which has settled out and been stabilized by the vegetation
cover since the original dredging occurred.
Although not addressed in this application, excavation of
a trench in areas where limerock substrate is exposed may
involve blasting. The environ-mental impact of blasting
would significantly expand the area of habitat construction
beyond the immediate project vicinity. There are no pro-
visions in the application for restoration after the bridge
is completed.
Construction alternative D, which involves filling, will
eliminate the same vegetated areCl. as the dredging and
result in similar problems. An unstable substrate \Yill
be created that will be subject to resuspension. The
actual fill, even though temporary, will be subject to
erosion and wash out.
e
.e
Board of County Commissioners
September 28, 1976
Page Four
A major area of concern is the filling along the north
...',...'.,.., side'of'~StateRoad No. 1 from west of Sadd1ebunch # 5 to
east of Sugarloaf Channel. 'l'he placement of over 300,000
cubic yards of fill will eliminate transition and sub-
merged vegetation over a 3.3 mile length. The source of
such large amounts of fill, which has yet to be determined,
may create future enviromnental problems.
The I~wer Sugarloaf and Saddlebunch Keys areas should be
considered environmentally significant as an essential
link in the marine food chain. This highly sensitive man-
grove ecosystem, characterized by relatively shallow tidal
waters, is utilized extensively as nursery and feeding
grounds for juvenile fish and wildlife. The tidal flow
at the subject bridged interfaces allows an essential ex-
change of nutrients and migratory larva. Elevated volumes
of flow at these Bay/Straits interfaces were produced by
the original roadway construction diverting the diurnal
flooding and draining of vast areas. Alterations to ti1e
tidal flow of such a shallow area would not only affect
nutrient exchange and migratory fauna patterns, but could
expose vast areas of habitat not adapted to such stress.
Examples of the integrity of the bridge construction and
maintenance methods utilized in the past are evidenced by
the randOlTl deposit of structural concrete members and rubble
into the waters directly below. The:subject applications
involve extensive alterations to a vast, significant and
sensitive ecosystem. Pre-application planning meetings
stressed the idea of coordinating the fill requirements
(approximately 30-60,000 cubic yards per bridge) in this
area of minimal uplands with comraunity needs (i.e. potential
marina sites), so as to incur the maxirnum future use of
these necessarily large borrow sites. Since proposed
construction techniques will eliminate a large area of
valuable transition zone and submerged land habitat, it
is reconunended that the project be modified to eliminate
the proposed shift northward of u.s. #1 which extends into
the transition zone and su~nerged land areas. It is also
reconunended that construction al terna ti ve B'") be considered
as it \\'ould further reduce the envirorunental damage to the
area.
e
".
~. .
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.. '
Doard of County Commissioners
September 28, 1976
Page Five
Pursuant to the requirement of Section 253.124(3), Florida
Statutes, the preceding comments should be duly considered
by the commission and read into the minutes at which deter-
mination of local approval is made.
Sincerely,
A~=n1~t:n
Section Administrator
Standard Permitting Section
AJT/ppw
, Enclosure
cc: ~eddy Hiller
Chuck Schnepel
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PROJECT NO. 90020-3521
PROPOSED FILL AND DREDGE FOR SAOOLEBUNCH NO.3 BR lOGE S.R. 5 MONROE COUNTY
FLORIDA DEPARTMENT OF TRANSPORTATIQN
ALTERNATE 0-1
1976
SHEET I OF '9
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