Resolution 132-1980
RESOLUTION #
132-1980
WHEREAS, the BOARD OF COUNlY COMMISSIONERS of M)NROE COlIDty,
Florida, has received an application from Arthur Mannes to construct:
225 1.f. of riprap seawall (application drawing indicates about
150 1.f.) along an open water shoreline and excavate approximately
11,700 c.y. of spoil from a dredged channel measuring 100' wide and
1250' long x 10' MSL. Actual dredge distance is about 660'. Spoil
is to be deposited on adjacent uplands. The channel will connect
several existing artificial channels and will be used for commercial
purposes. A levee will be constructed along the center of the proposed
channel to allow movements of equipment and this levee will be removed
as the channel is excavated. Runoff is porposed to be limited by
levees, silt curtains and good practice. Fuel facilities will be
constructed on the applicants upland as part of planned commercial
marina. Six finger piers measuring 5' x 16' will be constructed from
the riprap shoreline.
The project site is located at the upper end of an embayment on the
south side of Stock Island. Impacts to the basin in recent years
include extensive filling, shoreline alterations, marina, channel and
basin dredging and sulfur laden power plant htennal discharge. The
basin opens into the Florida Straits to the South. Shoreline develop-
ment in the area includes: commercial marinas, trailer parks, a power
plant and a desalination plant. Water quality in this deadend
embayment is poor, varies seasonally and has limited the existence of
benthic vegetation in much of the bay.
The shoreline proposed to be riprapped consists of mature black
mangroves (Avicennia germinans) above and below M-IW with an extensive
wrack line composed of decaying seagrass and algae and miscellaneous
debris forming the substrate in front of this fringe. The applicants
property is supposedly 100' wide at this point and measuring from
what appears to be the landward property line this 100' ends landward
of NEW. Sediments in front of this fringe are very soft, organic,
and of an unknown thickness. The path of the proposed 100' wide
channel would include a black mangrove island of several hundred square
feet slightly offshorue from this shore I in. Out from the shoureline
to be riprapped depths are about -3 to -4' MLWand irregular in a soft,
unvegetated substrate and then shallow to the south to about -1'MLW
again as soft, unvegetated bottom and continue for several hundred feet
gradually sloping towards the previously dredged baybottom. Previous
inspection of this sloping area revealed little benthic vegetation
and soft sediments with an algae-periphyton surface layer. Previously
excavated channels are most likely unvegetated with deep, soft silt
sediments. Toward the entrance to this embayment sediments are more
stable and consolidated and are vegetated by scattered patches of
Cuban shoalgrass (Halodule wrightii) and turtle grass (Thalassia
testudinum). Wave-wash from dominant winds probably tend to sort
sediments to an extent that allows vegetation near the entrance to the
bay while accumulations of soft sediments in the upper bay have limited
attached vegetation in shallow water. It has been documented that the
sulfurladen discharge from the adjacen tpower plant during the time
that it was idscharged directly into the interior of the bay contributed
to the demise of seagrass vegetation in a large portion of the shallow
bay. Several years ago this discharge was routed by a semi-permeable
hem to the entrance of the bay and newly fonmlate.d ~ll 4kely
require that this berm be made impenneable. HopefullY this.. ilt,.al,low
more stable conditions to develop within the bay aiftt.. ~~'( , .
possibility of revegetation of shallow substrates. Portions of the
area proposed to be dredged are within the impact zone of the original
power plant plume into the bay and due to orientation of the site
shoreline it is likely that impacts were also severe in the NW portion
of the bay. Biological surveys of the impact of the power plant
APPROVED ON
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discharge since the construction of the berm have revealed that
some revegetaiton by seagrasses is occurring in the interior of the
bay on the shallow flats.
The excavation of the proposed 100' wide channel through existing
shallow flats will result in additional bottom discontinuities in
this bay and remove any potential for continued revegetation for these
areas. Levels of suspended sediments in this bay are high due to the
extent of unvegetated, unconsolidated sediments and a dredged channel
forming a bottom discontinuity here will become a trap for these
suspended fine sediments. No potential for revegetation will exist
in the bottom of thses channels due to reduced light penetration
and accumulation of fine silt similar to what has re~llted from the
excavation of adjacent basins and channels. Replacing the sloping,
mangrove shoreline with a bulkhead will result in a severe trap for
floating organic debris which will decay, settle out and form anoxic
bottom sediments which will constantly degrade water quality in the
general area. Presently, some of this debris is scattered across the
sloping shoreline and into the mangrove fringe during periods of
extreme high tide allowing decomposition which does not exert as
severe a demand on the nearby water body. Usage of the area as a
commercial marina would additionally involve a constant resuspension
of sediments and organic matter in the area compounding the problems
already discussed. .Methods proposed for excavation result in movement
of suspended fine sediments that are very difficult to control during
an operation of this type resulting in impact to shallow areas adjacent
to the proposed dredge area.
BE IT FURTHER RESOLVED, by the Board of County Commissioners of
Monroe County, Florida, that said Board hereby given its approval for
the construction of the above mentioned project.
RESOL \lED this
3rd
day of June
, 1980, at a Regularly
scheduled meeting.
BOARD OF COUNTY COMvlISSIONERS
OF MJNROE C , FLORIDA
By
(Seal)
Attest:
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