Resolution 230-1981RESOLUTION NO. 230 -.1981
WHEREAS, the BOARD OF COUNTY COMM-ISSIONERS OF MONROE COUNTY,
FLORIDA, has recieved an application from Bruce Kaye
and
WHEREAS, in compliance with State Statute, it is necessary as
part of the permitting procedure to read the following Biological
Assessment into the Record, as follows:
The applicant proposed the maintenance of his boat basin and access
channel facilities and adjacent shoreline. Maintenance activities pro-
posed include dredging silt and debris from said basin and channel areas,
filling the extreme landward portion of the basin area, repairing and
existing riprap revetment and installing a floating weed control gate.
The proposed maintenance dredging work will entail the removal of 560+
cu. yds, of various materials from the existing basin and channel areas.
This work will be performed by a small, barge -mounted, pump dredge which
will deposit the spoil materials into a 90 x 90 x 1.25 ft. diked dis-
posal area located on the applicant's adjacent upland property. The
proposed filling activity will entail the deposition of 270+ cu. yds,
of clean rock fill material in the landwardmost 30+ ft. (26 ft. average
width) of the boat basin facility to a height equal to the existing
upland. elevation (ie, +3 ft.; MSL). The waterward interface of the pro-
posed filled area will approximate a 1:1 slope. The proposed riprap
revetment repairs will be effected by the "careful positioning" of an
unspecified.:_ amount of unspecified size boulder riprap materials along
a 100+ ft. section of the applicant's southern property shoreline be-
tween the +2.45 and -1.15 ft. elevations (MSL). The proposed weed
control device will be constructed of a series of interconnected panels
of 2 x 2 inch mesh net which will be suspended across the middle of the
basin area on flexible line and supported with floats between the water
surface and -2.0 ft. elevations. The applicant also states that precau-
tions will be taken to avoid "appreciable temporary degradation" of
state waters during all construction activitiesk All of these proposed
activities are offered in the interest of protection the applicant's
boating -related facilities against detritus/silt accumulation, shore-
line attrition and hazarc'ous navigation.
The applicant's property consists of a long (450+ ft.), narrow (110+ ft.),
rectangular, residential tract of nd situated near Tavernier on the
Atlantic Ocean shoreline of Plantation Key. It is bordered on both
sides (north and south boundaries) by similar, private, residential tracts
of land and on the west by State Road 4A roadway right-of-way. The
property's upland areas vary between those which have been variously
cleared for home development and accessories (ie, driveway, yardspace,
landscaping) and those between the existing house and S.R. 4A which
appear to be in natural, pristine condition. The latter areas contain
flora typical of the Florida Keys hammock environment such as West
Indies mahogany (Swietenia mahogani), gumbo limbo (Bursera simaruba),
poisonwood (Metopium toxiferum), joewood (Jacquinia keyensis) and wild
tamarind (Lysiloma latisiliqua). Developed upland areas surrounding the
applicant's house contain Australian pine (Casurina eugisetifolia),
coconut palm, a variety of tropical exotics and, at the rear of the
house a large (100 x 100 ft.), onen lawn area. Predominant upland sub-
strate is a shallow layer of soil (in natural areas) and limerock fill
material (in developed areas) over limerock bedrock. The only tran-
sitional -type vegetation observed on the property consisted of patches
of sea purslane (Sesuvium spp.), daisy (Borrichia spp.), blite (Suaeda
linearis) and seashore salta_rass (Distichlus spicata) growing along_ the
edges of both the basin and natural shoreline property areas. The
applicant's property is bordered to the east by the basin access
channel and adjacent shallow -water submeraed lands all contiguous with
Fawk Channel and Class III (Section 17-3.681; F.A.C.) Atlar_ticOcean
waters.
Although the proposed spoil disposal area is situated on adjacent up-
lands property (see photo), the majority of this project is located
around the applicant's existing boat basin with access channel and
natural shoreline areas. The existing basin is presently bordered by a
concrete dock with Tiki area (south), a boat launching ramp (southeast)
and riprap revetment (remainder: except for 10 ft. long concrete seawall
bulkhead at basin's extreme landward terminus (west). Among and below
the riprap revetment bordering the sides of said basin are red mangroves
(Rhizophora mangle) interspersed with patches of the transitional
flora cited above. The largest and most significant mangrove growth
exists along the sides of the extreme landward portion of the basin
area (ie, within the proposed fill area). All of the existing riprap
revetment on the property is variously -sized (1 in. to 1 ft. diameter)
and in varying conditions of disrepair (ie, gappy and sparse in areas).
The natural Property shoreline area is presently gradually sloped (1:8
slope) .
Submerged project areas were inspected by the author on February 26, 1981
at a period of mean water. Submergent basin areas vary from landward
to shoreward terminus areas. Extreme landward submerged basin areas
have experienced a substantial amount of detrital/silt accumulation
and, as a result, water depths in this area were extremely shallow (ie,
1-2 ft: MSL). Probing measurements indicated the silt layer in this area
of the basin varied between 1 and 3 ft., in the lateral and central
basin areas, respectively. The only vegetaion in this area (other than
the mangroves mentioned above) consisted of filamemtous green algaes.
Central basin areas (ie, adjacent to dock and ramp) exhibited the great-
est basin depth (5-7 ft., P4SL), least amount of silt/debris accumula-
tion (6inches thick) amd the least amount of Submergent vegetation
(isolated; -,small patches of green algae on available substrate and
at basin edges). Mobile marine fauna observed in this area included
glass minnows (Anchoa spp.), several unidentified species of juvenile
fish and a large population of Cassiopeia spp. anemone. At the basin
mouth, the water depth shoals up to -4 ft. (MSL) and benthic vegetation
increases to include a substantial growth of both green and brown algaes.
The basin access channel proceeds 300+ ft. from the mouth of the basin
to an existing 25 ft. wide x -8 ft. deep channel running approximately
parallel to the applicant's shoreline and providing ocean access for the
applicant's northern neighbor. The majority of the access channel
measured -3.5 to -5 ft. deep (PZSL) at the time of measurement. Hater
depth at the channel's waterward terminus (ie, last 50 ft. prior to
intersection with other aforementioned channel) measured -5 to -8 ft.
(PISL). The access channel width varied between 10 and 15 ft. Channel
substrate consisted of a 1. to 2 ft. thick silt/sediment layer over a
bedrock substrate. The channel biology varied over the length of the
channel, presumably in accordance with depth and resultant wave action.
Approximately 20-30 ft. waterward of the basin mouth (ie, beyond the
algae area mentioned above) patches of shoal grass (Halodule wrightee)
and turtlegrass (Thallassis testudinum) begin. This shoal grassJvege-
tation gradually increases to a uniform channel bottom coverage and
continues to 50-75 ft from the basin mouth. Waterward of this area,
shoal grass vegetation diminishes and turtlegrass vegetation increases
to a lush, complete channel bottom coverage at the 100+ ft. contour.
This lush turtlegrass vegetation continues thereafter to the channel's
waterward terminus mentioned above. The channel terminus area (ie,
last 30-50 ft.) is presently the only unvegetated channel area exhibi-
ting a predominantly open, sandy bottom. Both among the seagrasses and
in isolated, open, sandy spots Cassiopeia spp, anemones, sponges, green
and brown algaes and hard corals (Siderastrea spp.) were observed with-
in the channel area included Anchoa spp. minnows, mojarra (Gereidae spp.)
and several inidentified species of juvenile fish.
Adjacent submerged lands appeared to be in natural, pristine condition,
of excellent quality and typical of Florida Keys shallow -water marine
environments. Water depth, varied between -2 and -3 ft. (MSL) through-
out the access channel area. Predominant Thallassia spp. seagrasses are
lush in this area and are interspersed with isolated algaes (Pinicillus,
Halimeda, Batophora, Padina, Acetabularia spp.), sea anemones, sponges,
urchnis and hard corals. Natural submerged substrate consisted of a
firm, thin (less than 1 ft thick) sediment layer over bedrock
The primary adverse impact of the proposed filling activity will be in the
impoundment and eventual destruction of the 200+ sq. ft. of mature
(3-15 ft. high), healthy red mangrove growth presently existing along
the edges of the proposed fill area. Beneficial impacts are expected
to result from the partial elimination of a presently stagnant, aesthe-
tically unpleasant submerctent area.
The proposed maintenance dredging of the applicant's basin and access
channel areas is exempt from Departmental permitting authority pursuant
to Section 17-4.04 (d) of the Florida Administrative Code. It is here-
in estimated that, if undertaken with proper water quality controls,
said dredging activities will result in the destruction and loss of
31
000+ sq. ft. of seagrasses and algaes presently growing on the channel
bottom (in addition to an unspecified amount of various other banthic
fauna). This vegetation provides a variety of benefits for the local
marine ecosystem including increased productivity, water quality enhance-
ment and fishery breeding and nursery habitat. For this reason, it is
suggested that said dredging operations should proceed carefully and
selectively in an effort to preserve the maximum amount of existing
channel vegetation. A reinspection of the channel area on March 2, 1981,
at a period of low water, indicated a definite need for some type of
channel maintenance; however, it is believed that, if carefully under-
taken, such activities could avoid a substantial amount of the afore-
mentioned seagrass destruction.
It is expected that, if properly employed the proposed weed gate will
serve to assist in preventing future detrital accumulation within the
landward portion of the boat basin area. However, due to its proposed
location (ie, central basin area), it is expected that this mechanism
also will merely effect a shift of this problem 40+ ft. waterward of its
present location rather than alleviating the problem itself. while this
device, if functioning properly, can be expected to halt further detri-
tal instrusion into the basin facility beyond its point of location, it
will not prevent the accumulation of detrital material, in general. For
this reason it is herein suggested that this device be periodically
maintained after installation to prevent detrital accumulation in front
of the device. Such maintenance might consist of "skimming" detritus
caught by the device with some type of net prior to its sinking and
creating putrescent submergent deposits.
Since there is little present existing vegetation within the proposed
riprap revetment maintenance area, it is expected that, if proper place-
ment techniques are utilized, the impact of this portion of the project
will be minimal.
BE IT RESOLVED BY THE BOARD OF COUNTY CON14ISSIONERS OF MONROE
COUNTY, FLORIDA, that the above Biological Assessment has been read
into the record and duly considered pursuant of Florida Statute 253.124
by the Board of County Commissioners of Monroe County, Florida, this
28th day of July
scheduled meeting.
(Seal)
Attest : LPH li ,
Clerk
19 81 at a reglarly
BOARD OF COUNTY COMI-IISSIONERS OF
MONIRO, NTY, FLORIDA
y ."�"`'`' C_
V 9
Mayor
APP OVEO At YO POW
AND LE" SDI ft-y.
BY
Attorney's Ofties
iOARD'OF,COUNTY COMMISSIONERS
Wilhelmina Harvey, District 1
Curt Blair, District 2
Mayor Protem Jerry Hernandez, Jr., District 3
MAYOR George E. Dolezal, District 4
Ken Sorensen, District 5 _
y �� " 1
04` .l 0UNTY o MONROE
KEY WEST, FLORIDA 33040
(305) 294 4641
Monroe County Legal Department
Key West, Florida 33040
Henry F. Weinkam, Director
Building, Planning & Zoninc
P.O. eox Room 216 Wing II
Public Service Building
Stock Island, Fla.
33040
e
I, the undersigned, do hereby attest that all date
and information is complete in the package of the applicant
as follows:
1. Certificate of Complete Enclosures_
2.
Permit
>�
3.
Application for Permit
4.
Site Plan
5.
Location Map
6.
County Biologist Report
7.
DER Assessment
8.
Resolution
BY
DATE_ /I/
° PLANNING, BUILDING & ZONING DEPART11ENT PErL
MONROE �= � PEFu41T FOR EXCAVATION, THE DEPOSIT OF NO.
COUNTY FILL, OR STRUCTURAL ACTIVITIES IN THE
WATERS OR WETLANDS OF MONROE COUNTY
1)
Property owners name & mailing address
2) Date
FOR DEPARTMENT USE ONLY
Bruce Kaye
2-lP-81
4430 Prairie Ave.
Resolution No.
Miami Beach, Fla. 33140
3) Phone number
(305)
Date:
672-1.290
4)
Contractor or agent's name, mailing address & phone number
Roberts & Egan, P.A.
217 South Adams Street
Tallahassee, Florida 32302
904/224-55169
1 5)
Legal description of property:
I
Section 5 KeyPlantation Subdivision
1.
Township 63 S Lot 5
Block or 473-697-698
f
Range 38 E Street, road or mile marker Old State Road 4A
Volume of material: dredged/excavated
filled deposited
557c.y. c.y.
266 c.y. 557 c.y.
waterward landward
waterward landward
of M.H.W. of T1.H.W.
of M.H.W. of M.H.W.
ZONING: RU-1
PURPOSE:
Cost of Permit
Estimated cost of Construction
Approved by
Chairman
BOARD .OF COUNTY CO�LMISSIONERS
OF NSONROE COUNTY, FLORIDA
Biologist Comments - Restrictions or Special Conditions if any:
Coov_ in File Date
Builuling Of-icial
MO•NROE �
C O U N T Y Q�P
r'LnMIING, BUILDING & ZONING DEPARTME...
PERMIT APPLICATION FOR EXCAVATION, THE
DEPOSIT OF FILL, OR STRUCTURAL ACTIVITIES
IN THE WATERS OR WETLANDS OF MONROE COUNTY
1 Property o.�ners name & mailing address 2 Date For Department Use On]
Bruce Kaye 2/18/81
4430 Prairie Avenue
Miami Beach, Florida 33140 3) Phone number
305/672-1290
Contractor or agent's name, mailing address & phone number
Roberts & Egan, P.A.
217 South Adams Street
Tallahassee, Florida 32302 904/224-5169
5 Legal description of property:
Section, 5
Township, 63 S
Range, 38 E
Key, Plantation Subdivision,
Lot, 5
Block, 3_6i�7 (per
Street, road or mile marker, old State Road 4A
(if acreage)
/' 1/ -/ f3b.
Describe the proposed activity, method
yards), to be excavated or discharged.
See Exhibit "A"
volume o_f material:
s of construction & amount of material,
dredged/excavated
n cubic
557 c.y. -- c.y. 266 C.y. 557 C.y.
waterward landward waterward landward
of M.H.W. of M.H.W. of M.H.W. of M.H.W.
7 Name, address & zip code of adjoining property owners whose property affronts water way.
Col. Floyd C.
P. 0. Box 593
Tavernier, FL
Egger
33070
Sanford Reynell
1610 Bay Drive
Miami Beach, FL 33141
This completed application form will be accompanied by the following, or it will
NOT be processed. I
a) Two (2) sets of drawings, on 82 X 11 paper, showing location, plot plan, top view
and cross section of proposal, drawn to scale.
b) Application processing fee as follows:
$25.00 for dredge, fill, docks OR any structures affronting natural water bodies.
$10.00 for vertical seawalls on —man-made bodies of water.
$2S.00 for any combination of the above activities per site.
Application is hereby made for a permit to authorize the activities described herein.
I certify that I am familiar with the information contained in this application, and
to the best of my knowledge & belief such information is true, complete & accurate. i
I further certify that I possess the authority to undertake the proposed activities.
All provisions of laws and ordinances governing this type of work will be complied j
with, whether specified herein or not. The granting of a permit does not presume to j
give authority to violate or cancel the provisions of any county, state or federal law
regulating Construction or performance of construction of this type of facility.
/�iG Q1Sel
_ Signature of applicant/ agent Date
TFor DtmenteparUse On��
Person ,pting application Fee & receipt # Approved by Assistant Director
Cost of permit Estimated cost of construction
ROBERTS AND EGAN, P.A.
d og"a
U41.+► 9.
��9ta,za
g.s.X.. .
Robert Dennis
Environmental Biologist
Department of Building and Zoning
Post Office Box 437
Tavernier, Florida 33037
Dear Mr. Dennis:
24 77 C'7wLd ffi.. &eef
c�- gad o ice 90, 1386
J a�a�iaeaee, ��onida 32302
904 224-5169
April 23, 1981
RE: DER File No. 44-39186-5E,
Mr. Bruce Kaye
In response to your letter of April 16, 1981 we
enclose a copy of our letter forwarding the Department
of Environmental Regulation's biological assessment to
the Building and Zoning Department in Key West. We continue
to be unclear as to the location for filing for County
permits and approvals under Chapter 253.124, Florida Statutes,
as well as the procedures that you use. If you have any
printed materials that would help us in this regard we
would appreciate receiving copies.
We also enclose a copy of a sketch submitted
to the Corps of Engineers detailing the area for mangrove
replanting. We believe that we have reached agreement
with all of the affected environmental agencies and upon
receipt of the County permit, other state and federal
agencies will act favorably on our request. The revisions
which have been suggested include:
1) Efforts in mangrove replanting in the designated
area be continued until 80% survival is achieved;
2) Stringent turbidity control measures be used
during dredging;
3) The weed gate be moved to the basin entrance;
f' "r' ' DER SO. FLA. U{STR:CT
S ir' �• I �1 BRANCH OFECE
-01 i98t
� FtO� tDA March 19, 1981
MARgTH10;.
Robert Shakeshaft
U. S,. Army Corps of Engineers '
Post Office Box 4970
Jacksonville, Florida 32232
M
RE# Application no. 79K-1205,
Mr. Bruce Rape
Dear Mr, Shakeshaftt
In response to your request, we have prepared
an additional sketch showing -the -location of the red
mangroves to ba planted. we believe that this area will
be large enough to allow successful revegetation and
is in excess of that square footage requested by the
National Marine Fisheries service. Please lest us know
if additional information is desired. .
Sincerely,
ROBERTS & RGAN, P.A.
Robert A. Routa
RAR/hh
Oct Richard W. Cantrell
r
Robert Dennis
April 23, 1981
Page Two
4) Only large diameter rip -rap stones be used; and
5) Care be exercised through the movement of barges
during maintenance dredging to prevent damage to adjacent
seagrass beds.
Mr. Kaye has agreed to the stipulations being
made part of the DE R's permit. Please let us know if you
_require additional information and it will be immediately
supplied.
Sincerely,
ROBERTS & EGAN, P.A.
Z�/' A
Robert A. RoutA
RAR/hh
Enclosure
CC: Mr. Bruce Kaye
cross section
Red
' be Platted
nt-ers
Detail of Mangrove Planting
Application by Mr. Bruce Kaye
-ft ,re r ,.�.r,. , :..sxirw�,e;�,,...-.r_,.+�u.w, :t�'aa�b�e� l��►.s .�>r..a��r..�... ...,.. _.....,- 4
ROBERTS AND EGAN, P.A.
ola4 og"
°wa.. g.
Q. eta
Bans
Robert Dennis
Environmental Biologist
Department of Building and Zoning
Post Office Box 437
Tavernier, Florida 33037
Dear Mr. Dennis:
247 5wA lLdame 8&.t
Pad ��iccce��JDnoc 4386
J a tLadia eaee, �I &W, 32302
9044 224-5469
April 29, 1981
RE: DER File No. 44-39186-5E,
Mr. Bruce,Kaye
This letter is with reference to our telephone
conference on April 28, 1981. We have agreed with the Department
of Environmental Regulation and U. S. Army Corps of Engineers
to certain modifications outlined in our letter of April 23, 1981.
We have been assured that the state and federal permits will
be issued upon favorable action by Monroe County.
In addition to the work for which permits are requested
from the state and federal agencies, Mr. Kaye proposes to
place 500 cu. yds. of material in the upland area between
his home and the ocean. The material will be spread evenly
to raise the elevation of the property approximately 8 in.
The material will be obtained from a commercial supplier and
trucked in to the site. Therefore, please amend our application
to include a request for county approval for the placement
of this 500 cu. yds. of material.
We understand that this application may be able to
be heard by the Commission on May 19, 1981. Please let us
know if this is possible and also if additional information
is required.
Sincerely,
ROBERTS & EGAN, P.A.
Robert A. Routa
RAR/hh
CC: Mr. Bruce Kaye
Ed Kloski - General Contractor
Route 1 Box 62
Tavernier, Florida 33070
(305) 852-8013
Bob Dennio-County Biolo6ist
Monroe County Plannin6 & ZoninS
Monroe County public Service Building;
WInZ 2, Stock Island
Key ,nest, Florida, 33040
Dear Bob,
As reEards our conversation of June 1st about the "Kaye
Project", (maintainance DredSing)., LoInF before the next
meetinG of the Commission, that as an addendum to the permit
we would like to request that we be allowed to repair the
existinS rip -rap alonS the shoreline. as you have seen for
yourself, parts of the existinv rip -rap have eroded and
need to be repaired to avoid further deposition in the
basin & surroundinS waters. Your assistance in this matter
would be appreciated.
Sincerly,
Ed Kloski
F.XUBIT "A"
I. Activities:
Re: Mr. Bruce Kaye's
Application.
1. Maintenance & clearing of silt & debris from existing channel within property.
2. Filling at end of docking area to a line behind existing concrete dock.
3. Repairs to existing southern spit to prevent further attrition of rock rip -rap
and small beach due to high wind & wave action.
4. Floating gate to hold floating debris from entering; dock area & eventually
rotting.
II. Performance
1. This activity will be performed by a small barge mounted dredge, delivering
the material by pumping to the upland portions beyond the High Water mark
as established by G.A. Crowshaw. The disposal area will be diked and
precautions will be taken so that no appreciable -temporary degradation of
State waters happens.
Total Volume dredged waterward of OHW = 557 c.y.
Total Volume deposited in 0.09 acres landward of OHW - 557 c.y. (1.25 ft.).
2. This activity will be performed by depositing; clean rock fill in order to
foreshorten the dead end area of the dockage basin to prevent a foul nuisance
area which tends to exist due to onshore winds & tides.
Total Volume of clean rock fill waterward of OHW - 266 c.y.
3. This activity will be performed by careful positioning of clean rock rip rap
to prevent attrition of the existing exposed softer materials due to onshore
wind & tide action.
4. This floating gate is meant to enhance the cleanliness of the dockage area
anci small sandy beach from floating debris resulting from onshore wind &
tide action.
1 I I . tree i
It is in the best public interest that all measures be taken so that rotting
debris does not accumulate in existing longer dead ends, and also that naviga-
tion of existing channels be preserved by maintenance.
Also, the prevention of attrition of existing land is an added consideration.
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77
. TOPS ' �VFORM 3397 LITHO M
DEPARTMENTAL CORRESPONDENCE
DATE June 17, 1 9
SUBJECT T:aye 3. 'taintenance drnd,^n and fill in a '.)Oat onsin channel and repair
of rip -ran seawall.
TO ±11nry rt�,in� tr), 'Ii rPrtnr DEP'T Pl_anninR, Buil dine & ZOni'l,
EnVi 7'OnP eat?_1. aFROM
'?o!iert nennis 'ii 010�*ieC DEFT Planning Puildin^ 4 Zonins,
LEr_AL
T!FSP 63S, .,Er 3"E, SECT 5. Lot 5
(OR 473-697-6931). Plantation I:e�r.
Zonin+! is P,U-1.
ItdTROP.UCTTON
This a-pl ication is to be reviewed 1)y the 'Ionr_oe, County Board
of Commissioners in accordance with Charter 19-111(a)(5) of the
'tonroe Co+t-ity Code.
4
P,ISCUSSInN:
Applicant is r.eq)_testin¢ approval to Maintenance dredge an
existinry ',oat c'iannel 15 to 20 Ft_. taide to a depth of -5 ft. "L%T.
The c'ianne_l begins in the annlicants' unlanc' and extends 310 ft.
into the Atlantic Ocean. In addition, t'le applicant proposes to
fill the la.ndt:+ard 30t ft. of the r_`iannel/boat slip (average
widt'i 35 f_t).to an elevation of +3 ft. 'ISL (elevation of upland)
and con:3truct a weed. 'gate across the entrance of t7.e boat slip.
Also proposed is the repair of an exi stint! rin-rap seawall wit:l
additional !)oulders.
Approximately 557 cu>>ic yards of material will be excavated
and placed o-i the applicants' upland property. A.t t;ie present
time, t'iI.s area is ve!*etate;I with lat.rn crass. Filling of the
unlar.,! portion of the e'iannel trill require about 366 c.y. of coral
marl.
T'aa upland end of t'.ie channel/boat slip 'ias acculTiulated
Sn,l'?r.139 detritu, and (u"_ to itS decor.inositioTi emit, an
unpleasant oder (!!,)S), o?)noxiousl^ noticable during lots tide.
A clump of lar0a, red Tian -rove., 77as observed in t'ie nortaeast
cor-ier of the siip. A sintlar clur+n o4 red Inancrovr-_s had been
reprove i frol t z.e nort!v7e.:t cor-ier, prior to my April 23, insnectio-i
(see r:I0to�ran'l s 1, 3 I-ILI !:). TIIe +tpland portion of t'ie canal
?Iottori inns fou_I'! to ')e unv,�^etated and tie sediment of a
silty -ooze col;i tenc.7.Q;t>siop�i.asiop�i.1 (t;Ie "upside (I Own j01lyfisi1
t:�1S a cOrmOtl ')Ottnm i17:1'.)it t'lt in the canal.
TOPS FORM 3397 LITHO IN
DEPARTMENTAL CORRESPONDENCE
DATE :Line 17, 1931
SUBJECT'r.aye, R. , "antenance dre!I^e and fill in a boat basin channel and repair
of rip -rap seawall.
To Faze tWo DEP'T
FROM
DEP'T
Be"inninv at the shoreline and extending offshore to C;it:lin
30-50 ft. of the one, of the channel, the bottom was heavily
v2cetated with Thalassia(turtlegrass).
EVAL"ATIOINT :
Accordin to the attacher? 7E'_: r-epQrt, apFroxinately 200
squar(a feet o.` red mangroves and 30,10`1" square feet of sea.t-rass
and algae will be removed as a resnit of the dredge and fill
activities associated wit'i this *project. The loss of the
r a d man -roves will be compensated For oy th; plantin^ of 150
square feet of red man^rove seedinns as requested by the Army
Corps and ,)1 . . The loss of the sea-rass is of greater concern.
However, the need to maintenance dredge was evident when the site
was reinspected during low tide in late Mlay. Deptas were found
to be less than 2 ft. at that tide.
The proposed Weed gate should help to reduce the amount of
seagrasses antering and accumulating in the upland portion of
the canal, but care must be taken to keep the gate operating
properly and cleared of detritus.
No environmental problems are expected from the repair of
t:ie rip -ran seawall.
i1EC071'1EV7::TI0:
_ ) / j r-
Approval with the stipulation that:
1. Tur'-)idity screens be used durin, all dredge and fill
activitie3,
2. Th^ *,�i Itii and depth of the channel be minimized (no
greater than -5 ft. 'IL4?, or Wider t'ian necessary to
accomodate the boat) to nraserve and protect the
seagrasses to tale maximun extent possible.
op
G•-
Ar
RC BERT{{S AND EGAN, P.A.
of tQ og"
g.
g. is. JIRa..
Monroe County Planning, Building
and Zoning Department
Public Service Building, Wing II
Stock Island
Key West, Florida 33040
Dear Sirs:
2177 SwA &.,,,A c7 ed
c�- Duet OMcce�9" 1386
J aa�iaaeee, J �onida 32302
904 224-5469
April 15, 1981
RE: DER File #44-39186-5E,
Application by Mr. Bruce Kaye
On February 18, 1981 we filed an application
with your Department on behalf of Mr. Kaye for certain
dredging and filling activities. Enclosed is the biological
report prepared by the State Department of Environmental
Regulation. It is hoped that this will complete our
application and that this matter can be scheduled for
consideration by the Board of County Commissioners. Please
let us know if additional information is desired.
Sincerely,
ROBERTS & EGAN, P.A.
i
Will a J. Roberts
WJR/rrh
Enclosure
CC: Mr. Bruce Kaye
DEPARTMENT OF ENTVIR.ONMENTAL REGULATION
PER04IT APPLICATION APPJU TSAL
File No.: 44-3913675E County: Monroe Date:4/3/81
Applicant Name: Bruce Kaye
. -._--ess: 4430 Prairie Avenue, Miami Beach FL 33140
Agent (if applicable): Roberts & Egan, P.A.
Address: 217 South Adams Street, Tal-lahassee, FL 32302
Location of project: Section(s) 3 _ Township 633' Range 38E
Section(s) Township Range
Local Reference: Oceanside Plantation Key; off SR 905, behind High SEPool.
t°Vater Body: Boat basin w/access channel to Hawk Channel and Atlantic Ocean.
;3tar Classification of Project Area: III Adjacent Waters: III
Aquatic Preserve: None
Outstanding Florida Waters: None
On site inspection, by: Eric R. Loken
Date of Inspection: 2-26-81 Original Application: Yes No K
Revised Application: Yes Y No_ Date: Date of 2nd Insp. 3/5/31
Bi.oic,4ical and Water 7• 14-Ir Assessment
A. Description of proposed project and construction techniques.
Quantify area of project which extends into waters of the state
(including the submerged lands of those waters and the transi-
tional zone of the submerged land) as defined in Section. 17-4.02
a^�? Section 17-4.28, Florida Administrative Code.
Biophysical features of -general area. Include comments concerning
extent of development_ of adjoin::; - rCrtias as well as relevant
historical facts about the area.
Biophysical features of specific project site and spoil site if
applicable. Include identification of bottom types and any
relevant historical `_acts about the area of the project.
Potential impact of project cn biological"resources and water
quality. address _long-term im_aact as well as immediate imoac"
for all aspects of the project.
_. Suggestions, where appropriate, for modifications that may reduce
or minimize the potential imcpact of project.
=R^" 16-10 (Rev. 6/79)
AS if . l'
KAYE , BRUCE
4.'i4-39186-5E
' onroe County - Plantar ion Key
P` e Two
1he applicant proposes the rl,iintenanc(_, of his boat basin yin,11
access channel facilities a,:d idjacent shoreline. kl:aintunance
activities proposed include dredginli=, silt .ind debris tro,:i said
basin and channel areas, filling the e,:tr,,ine landward portion of
the basin area, r)airing an existing riprap revetment and in-
stall4rig a floating weeu control gate. The proposed 'maintenance
dredging work will entail the removal of 560+ cu. yds, of va sous
-materials from the existing b.-isin and channel areas. This won
will be performed by a small , barge-mount(.,<l, pump dredge which
will deposit the sr)-)il materir,' into a Sox 90x 1.25 ft. dii:ed
disposal area located on the appl... �.,t' a(ijacent upland nro-
perty. The proposed fillip:-. .:ctivity vjill. entail the depcsi_- r
tion of 270+ cu. vds , of clean rock £ill :riaterial in the Lin !-
wardmost 30+ ft. (26 ft, avera ;e width) ()F the boat basin �.icility
to a height equal to the c::i s~ ing upl,ic)d elev ation (ie, +3' ft.,
!-ILSL). The waterv,ard interf:-,�t. of the proposed filled area will
approximate a 1:1 slope. The proposed rii_ ap revetment rena .rs
will be effected by the "ca_-eful positioning" of an unspec'Ll ir_•d
amount of unspecified size boulder ri.t)r,ip materials aloe-, a ic)C+
ft. section of the applicant's southern property shoreline between
the +2.45 and -1. 15 ft. elev,-pions (I
I.! . The proposed weed
cantrnl device will be constructed of a series of interconn�..rota
panels ul 2x 2 inch mesh net which will :)e suspended across; rl!„
;,addle of the basin area on flexible lint and supported with
floats between the water surface and -2.0 ft. elevations, The
applicant also states that precautions will be taken to avoid
appreciable temporary degradation" of state waters during all
construction activities. All of these proposed activities are
offered in the interest of pr,)tectin;; the applicant's boating -
related facilities against detritus/si.1 t accumulation, shoreline
attrition and hazardous navi;�,,ation.
F. The applicant's property consists of a long; (450+ ft.), narrow
(110+ ft.), rectangular, residential tract of land situated near
Tavernier on the Atlantic Ocean shoreline of Plantation Key. it
is bordered on both sides (,1��:th and south boundaries) by similar,
private , residential trac`s o land :inc! on the west by State Roar:
4A road.,:,vi right -of -,.,?ay. :lie pronert',' s, upland areas vary botw-,2�.,
thoSe which have been variously cleare.i for hn� c develonmC;,t and
accessories (ie, driveway, V,?:-i{spac_e, 11 andscaping) and those
1)etwoen the existini; house ,in: S.R. 4A ,•:hi_ch ai)pear to be in
rl:Mural, prlsLine condition. The l:itver areas c-)ntain :1(,r.i
Cal of the Florida Ke': s �-::i'Iflaock e.-i,.,; r()I1ment such as west Inc! 1C S
1nah),,;allV (C'.viC't('^.t.i rlaho-,'-1�.T1 Jl;mbc) limbo ((�l1rSC'.ra Sl�larllb3)
l o-sonwool", (.ltt0 )lll!11 tc�:{ll.t': U:?l� , j��e'.vood(.JaC•^111111.1 .eVV-Cn.,l `' J ar,I
If v -� 1-1_— -, f T--
'..':1..�.'ar11%irind ,S1 C�m,"i .a�ltila]ga:i) �iCV�`1c)pe(1 t.ln allU Clre:]^
-T--- T -- -- - ---
surl`(. ending the <i��Ticant s reuse contain Vistralian pine
KAYE, BRUCE
;"=4'-39186-5E
Monroe County - Plantation Key
Page Three
(C�-surina eauisetifolia) , coconut palm:, a variety of tropical
exotics an , at t:ie rear of the house a large (1C(i x 100 ft.),
open la%- area . Predominant upland substrate is a shallo-,; laver
of soil (in natural areas) and limerocl- fill material (in de-
veloped areas) over limerock i,edrock. The only transitional -
type vege_tation observed on the property consisted of: patches
-of sea purslane (Sesuvium sp,) , daisy (Burr. ichita spp.) , bl it-o
(Suaed3 lizearis) and seashore saltg,rass 1)iSLicilus snic,ita)
growing, a ong t e edges of be h the basin ancFnatural shoreline
property areas. ThL� applicant'- nrcrerty is bordered to thr-
east by the basin access chaniiei i,! acent shallow -Taster
submerged lands all contiqu,:�us with 11:1wk Channel and Cl,iss III'
(Section 17-3.081: F.A.(,.) Arlantic Ocean waters.
C. Althou4h the proposed spoil disposal area is situated on ad a -
cent uplands property (see photo), the majority of this project
is located around the applicant's existing boat basin with access
channel and natural shoreline areas. The existing basin is
presently bordered by a concrete dock with Tiki area (south), a
boat launching ramp (southeast) and riprap revetment (remainder;
except for 10 ft. long concrete seawall bulkhead at basin's
ey-l-reme landward terminus (west)) . Among; and below the riprap
revetment bordering the sides of said basin are red mangroves
(Rhizophora mangle) interspersed with patches of the transitional
flora cited above. The lamest and most significant mangrove
growth exists along the sides of the extreme landward portion of
the basin area (ie, within the proposed fill area). All of the
existing riprap revetment on the property is variously -sized
(1 in. to 1 ft. diameter) and in varying conditions of disrepair
(ie, gappy ani': s ,_);,t -se in area - . The natural ,-roperty shoreline
area is presently gradually -,.op,.;.. L I slope).
Submerged project areas we:e inspected by the author o,: February 26,
1931 at a period of mean water. Suhmorgent basin areas vary from
landward to shoreward ter,,%in::s areas. Extreme landward submerged
basin areas have experionced ;3 substantial aniount� of detrital,'silt
,.a —ulation and, as a resin , water depths in this area were
extrer::ely shallow (ie, 1-2 MSL). Probing Measurements inli-
cared the silt laver in th::; ,area of the basin varied 1,etween 1
1:id 3 ft. , in the lateral III,! '-,sin areas, respectively.
:h•., only vegetation in thi,; !rea (Of_hCt- than, the mangroves
-;.(-ntioned above) consisted o`. filamentous Breen algaes. Ce::tr l
basin areas (ie, adjacenc cock an,.1 i:imp) exhibited t1:c c:,rear-es'..
hasin depth 0-7 : t. `:c:,) , least-imoun4. of sill/debris accu:-:u-
lation (6 inches thick) an,; the le.,st amount of submer�;i,nt vcre-
tat:ion (isolated, small p:ltc!-.cs of �-seen algae on available
" } %YE , BRUCE
44-31)186-5E
:`.c�nrcc Co::nty - Plantation Key
Pa ;e Four
substrate and at basin edges) . Mobile imrint- farina observed ir.
this area inclu ed glass minnows (Anch(1a !;pp.) , several unidOt:-
tified species of juvenile fish anal tar ,, population of
Cassiopeia spp. anemone. At the basi^ mouth, the water depth
shoaTs up to -4 ft. (MSL) ant-3 benthic vegtti t:ation increases to
include a substantial growth of both green and brown al,,nes.
-The basin access channel proceeds 3001 ft. from the mouth of the
.basin to an existing 25 ft. wide x -8 ft. deep channel running
approximately parallel to the applicant's shoreline and providing
ocean access for the applicant's northern neighbor. The majority
of the access channel measured -3.5 to - 5 ft. deup (MISL) at t}ie
time of rne<isurement. Water depth at the channel's waterward
terminus (ie, 1as-_ 50 ft. prier to inter-;(,ction with other afore-
mentioned channel) measured -5 to -3 ft-. ("`,SL). The access
channel width varied between 10 and 15 ft..Channel substra'_-e
consisted of a 1 to 2 ft. thick silt/sod']-,vent layer over a bedrock
substrate. The channel biol.)gv variec} over the length of the
channel, presumably in accordance with depth and resultant w,:Je
action. Approximately 20-30 ft. waterward of the basin mouth (ie,
bevond the algae area mentioned above) patches of shoal grass
(ialodule wriFhtii) and turtlegrass (Thallassia testudinum) begin:.
This shoal grass vegetation gradually increases to a unitorm
channel bottom coverage and continues to 50-75 ft. from the ',asin
mouth. Waterward of this are.3, shoal grass vegetation diminishes
and turtlegrass vegetation increases to a lush, conn,,plete channel
bottom coverage at the 100+ ft. cont0i1r. This lush turtles,_rass
vegetation continues thereafter to the channel's waterward
terminus mentioned above. The channel to -ninus area (i.e, last 30-
50 ft.) is presently the onl�' tmvegetated channel area exhibiting a
predominantly open, sandy bottom. Both among the seagrasses and
ir. isolated, open, sandy spots Cassiopeia spp. anemones, sponges,
r,
j� een and brown algaes and hard corals (Sidelstrea spp.) were
observe' through,,ut the entire access ch: nnel. arei . Mobile marine
2auna onserved within the ch.-innel area Anchoa snp. riinnowt=.
,nojarra (Gereidao spp.) and several unidentified specie_ of
j�h,enile T sh.
Adjacenr submert,c•d lands appeared to he in n:itural, pristine con -
.}"ion, )f excei-ent c}ualit,r -ind typical of Florida Keys rihallow-
c:ater marine enviroluents. Water depth, vari(2d between -2 :,.( -3
t. (2-SSL) throaT;hour the access channel area. Predoriin::nt
`�•hallassia spp. _,eagras ses art- rush in this Area and are i.nter-
�:p�rse( with isolaated f? �',aes (Penicii l l__!, , 11A1;_ineda , .ltuhhu__!
Padina, Acetahularia spp.), SO! anemC-Mes, spc)nFes, urchins -anal
�arcl CUL-a1SClli�il SLl}):l.t'L- E'd Sllbotrar.t` COnSl_stGd of 3 t ,,
Lhin (less than 1 ft.. thick) sediment layer, over be('.r;>c'::.
ROBERTS AND EGAN, P.A.
2cr,Q 0
g.
arrt Qee���,w,,ta
�a,ns l9. �7�e�na
Monroe County Planning, Building
and Zoning Department
Public Service Building, Wing II
Stock Island
Key West, Florida 33040
RE
Dear Sirs:
24 77' &A Qd.ame 05U a
c�- 7 net (Deice ! aL. 4 386
J a�a�weeee, ��"�nida 32302
(TIC go4 22k-54a
February 18, 1981
DER File 444-39186-5E,
Application by Mr. Bruce Kaye
Enclosed is our application for county permit.
We include a signed application form, copy of the application
sketch and our check in the amount of $25.00 representing
the application fee. Please let us know if additional
information is desired.
Sincerely,
ROBERTS
& EGAN, P.A.
Robert A. Routa
RAR/hh
Enclosures
fl ,%Y F. , P PI!J CF
F44-3918e-5i,
Monroe County --Plantation Key
Page Five
D. The primary adverse impact of the proposed filling activity will
be in the impoundment and eventual destruction of the 200+ sq. ft.
of mature (3-15 ft. high), healthy red mangrove growth presently
existing along the edges of the proposed fill area. Beneficial.
impacts are expected to result from the partial elimination of a
presently stagnant, aesthetically unpleasant submergent area.
The proposed maintenance dredging of the applicant's basin and
access channel areas is exempt from Departmental permitting
authority pursuant to Sectl`.or 17-4.04(d) of the Flo-cida
Administrative Code. It is herein estimated that, if undertaken
with proper water quality controls, said dredging activities will
result in the destruction and ^F "1,000+_ sq. ft. of seagrasses
and algaes presently growing on the channel bottom (in addition to
an unspecified amount of various other b,enthic fauna). This
vegetation provides a variety of benefits for the local marine
ecosystem including increased productivity, water quality enhance-
ment and fishery breeding and nursery habitat. ;or this reason,
it is suggested that said dredging operations should proceed
carefully and selectively in an effort to preserve the maximum
amount of existin, channel vegetation. A reinspection of the
channel area on March 2, 10,81, at a period of low water, indicatee
a definite need for some tyne of channel maintenance; however, it
is believed that, if carefully undertaken, such activities could
avoid a substantial amount of the aforementioned seagrass
destruction.
It is expected that, if properly employed, the proposed weed gate
will serve to assist in preventing future detrital accumulation
within the landward portion of_'the boat basin area. However, due
to its proposed location (io, central basin area), it is expected
that this mechanisr�r also wil_1 C, ect a shift of this
problem 40+ ft. waterward of its present location rather than
alleviating the problem itself. Mr.ile this device, if functior:ing
properly, can be expected �:o halt further detrital intrusion into
the basin facility beyond t=s point of location, it will not
prevent the accuIilulation a detrital material, in general. For
this reason, it is herein shoo-,ested that this device be periodi-
cally maintained after i_nstal.lation to prevent detrital accumu-
lation in front of the c..evice. Such mainterance might consist
of "skimming" detritus cau;,ht by the device w: th some type of
nQr- prior to its sinking and creatin`; putrescent submergenr_
ae^osits.
Since there is little present existing vegetation within the
proposed riprap revetment maintenance area, it is expected that,
i proper placement techniques are utilized, the impact of this
portion of the project will }e minimal.
KAYE, BRUCE
`41-39186-5E
llonroe County - Plantation Key
Page Six
finder the provisions of Chanters 253 and 403(F.S.) and Sections 17-3
and 17-4(F.A.C.), I hereby recommend this application. for Departmental
approval provided the following suggestions .For project modification
can be incorporated as permit conditions:
1.. Specification that 150 sq. ft. of red mangrove seedlings (2-3 ft.
high) be planted along northeast basin perimeter in accordance
with Mr. R. Routa's agreement with the U.S.A.C.O.E. as stipulated
in his letter of :larch 19, 1981. In addition, it should be
stipulated that said plantings shall not be considered complete
until an 80 percent or greater survival rate has been demonstrated
at least one year from the date of the planting,. r
Specification that stringent: turbidity control devices be utilized
during the proposed maintenance dredging aerations. This is of
paramount concern considering; the excellent quality of adjacent
submerged lands. In addition, all barge movement and/or rel.a'ed
activities must be restricted to the immediate, existing channel
area to avoid bottom -scouring of extremely shallow adjacent
submerged Lands. If bargeiboat movement is required outside of said
channel aria, it shall. be restricted to sm1ill boats (less than 20 ft.)
and periods of high water. only.
3. Shift the location of the nrcposed weed control device to the mouth
��� the basin area (rather than its proposed central basin location).
A flush or across -the -mouth orientation is suggested due to is
potential additional advantage of shunting or bypassing a portion
of said detrital materials rather than simply trapping and collec-
ting; the same in a different place. The existing lack of surface
relief for this purpose at the basin mouth area mi_-ht be overcome
by the placement of some type of poles on either side of the basin
mouth area. Moreover, it is suggested that the proposed device's
netting material be colored or coated for maximum visibility prior
to its installation. This will serve to assist fish in identifying
the structure prior to be coming impinged within i_s meshes.
4. Specification that only larE;e diameter (2+ ft.) boulder riprap
material L)e utilized in both the revetment repair and fill stabili-
zation activities. This will serve to prevent riprap displacement:,
control runoff and provide ad(:!itional littoral microhabitat.
1� �G��� EOR-L , E.,TV-. S?EC . II
ll<tte : April 3, 1981
Read:
GLEN BOE
ER1,/ d%-o
01)
S Z-7-
3201 GOLF COURSE BOULEVARD
PUNTA GORDA, FLORIDA 33950
y O� E�1V�RONM�,
Y
�rE OF rtoa. .
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
SOUTH FLORIDA BRANCH OFFICE
April 9, 1981
Bruce Kaye
c/o` Roberts & Egan, P.A.
20 South Adams St.
Tallahassee, Florida 32302
Monroe County, File No. 44-39186-5E,
Maintenance Dredging, Fill Repair Rip -
Rap Revetment, Floating Gate
Dear Mr. Kaye:
BOB GRAHAM
GOVERNOR
JACOB D. VARN
SECRETARY
As we advised you on February 10, 1981 , Your application is
incomplete without local approval, pursuant to Section 253.124,
Florida Statutes, for filling waterward of the existing mean/
ordinary high water line.
Please submit the enclosed copy of our biological comments
together with your permit application to the Board of County
Commissioners/City Council or their authorized permitting
authority. Section 253.124, Florida Statutes, states that the
county commission/city council ". .shall have in hand the
(biological) report and findings thereof." It further states,
""_'fie report shall be read into the record and duly considered
at the same meeting at which the board of county commissioners
oT other authorized body takes final action on the application
ter permit."
will need to obtain a copy of the minutes of the meeting
in appropriate indication of the local approval. This
�etter, resolution or copy of the minutes should be sent to
office. Your application will remain incomplete without
•a 4_d local approval. If you have any questions concerning
=ns procedure, please contact as.
vb
sure
Sincerely,
414wot*&. 4&A
Pi --hard W. Cantrell,
_+r 3d.ge & Fill Supervisor
�c 1'-1.122 (50)
KAYE, BRUCE
#44-39186-5E
Monroe County - Plantation Key
Page Two .
A. The applicant proposes the maintenance of his boat basin and
access channel facilities and :adjacent shoreline. Maintenance
activities proposed include dredging silt and debris from said
basin anJ channel areas, filling the extreme landward portion of
the basin area, rnnairing an existing riprap revetment and in-
stalling a floating weed control gate. The proposed maintenance
dredging work will entail the removal of 560+ cu. yds. of various
materials from the existing basin and channel areas. This work
will be performed by a small, barge -mounted, pump dredge which
will deposit the spoil materials into a 90x 90x 1.25 ft. diked
disposal area located on the applicant's adjacent upland pro-
perty. The proposed filling activity will entail the deposi-
tion of 270+ cu. ydso of clean rock fill material in the land-
wardmost 30+ ft. (26 ft. average width) of the boat basin facility
to a height equal to the existing upland elevation (ie, +3 ft.;
MSL). The waterward interface of the proposed filled area will
approximate a 1:1 slope. The proposed rih_ap revetment repairs
will be effected by the "careful positioning" of an unspecified
amount of unspecified size boulder riprap materials along a 100+
ft. section of the applicant's southern property shoreline between
the +2.45 and -1.15 ft. elevations (MSL). The proposed weed
control device will be constructed of a series of interconnected
panels of 2x 2 inch mesh net which will :3e suspended across the
middle of the basin area on flexible line and supported with
floats between the water surface and -2.0 ft. elevations. The
applicant also states that precautions will be taken to avoid
"appreciable temporary degradation" of state waters during all
construction activities. All of these proposed activities are
offered in the interest of protecting the applicant's boating -
related facilities against detritus/silt accumulation, shoreline
attrition and hazardous navigation.
B The applicant's property consists of a long (450+ ft.), narrow
(110+ ft.), rectangular, residential tract of land situated near
Tavernier on the Atlantic Ocean shoreline of Plantation Key. it
is bordered on both sides (north and south boundaries) by similar,
private, residential tracts of land and on the west by State Road
4A roadway right-of-way. The property's upland areas vary between
~hose which have been variously cleared for home development and
accessories (ie, driveway, yardspace, landscaping) and those
between the existing house and S.R. 4A which appear to be in
natural, pristine condition. The latter areas contain flora
tvpical of the Florida Keys hammock environment such as West Indies
mahogany (Soviet_ e_ n a mahogany), gumbo limbo (Bursera simaruba),
F,oi sonwood-7 to ium [o__x_1erum) , j oewood ' (Jac uin a TeFc ye�_i ) and
wi ld,k amarind vs i oma�L ilia) . Developed up ancareas
sur?ounding the apicant s house contain Australian pine
KAYE, BRUCE
#4'-39186-5E
Monroe County - Plantation Key
Page Three
(Casurina eauisetifolia), coconut palm, a variety of tropical
exotT an , at tiie rear of the house a large (100 x 100 ft.).
open lawn area. Predominant upland substrate is a shallow layer
of soil (in natural areas) and limerock fill material (in de-
veloped areas) over limerock bedrock. The only transitional -
type vegetation observed on the property consisted of patches
of sea purslane (Sesuvium spp.), daisy (Borrichia spp.), blite
.(Suaeda linearis) and seashore saltgrass (Disticfilus 'shoreline
growing along t e edges of both the basin an natural shoreline
property areas. The applicant'- property is bordered to the
east by the basin access channel acid adjacent shallow -water
submerged lands all conti uous with Hawk Channel and Class III
(Section 17-3.081; F.A.G. with
Ocean waters.
C. Although the proposed spoil disposal area is situated on adja-
cent uplands property (see photo), the majority of this project
is located around the applicant's existing boat basin with access
channel and natural shoreline areas. The existing basin is
presently bordered by a concrete dock with Tiki area (south), a
boat launching ramp (southeast) and riprap revetment (remainder;
except for 10 ft. long concrete seawall bulkhead at basin's
extreme landward terminus (west)). Among and below the riprap
revetment bordering the sides of said basin are red mangroves
(R_hi�zophora mangle) interspersed with patches of the transitional
47
of ra cited above. The largest and most significant mangrove
growth exists along the sides of the extreme landward portion of
the basin area (ie, within the proposed fill area). All of the
existing riprap revetment on the property is variously -sized
(1 in. to 1 ft. diameter) and in varying conditions of disrepair
(ie, gappy and sparse in areas). The natural property shoreline
area is presently gradually sloped (1:8 slope).
Submerged project areas were inspected by the author on February 26,
19001 at a period of mean water. Submergent basin areas vary from
landward to shoreward terminus areas. Extreme landward submerged
basin areas have experienced a substantial amount of detrital/silt
accumulation and, as a result, water depths in this area were
extremely shallow (ie, 1-2 ft; MSL). Probing measurements indi-
cated the silt laver in this area of the basin varied between 1
and 3 ft., in the lateral and central basin areas, respectively.
The only vegetation in this area (other than the mangroves
mentioned above) consisted of filamentous green algaes. Central
basin areas (ie, adjacent to dock and ramp) exhibited the greatest
basin depth (5-7 £t., 1,11SL), least amount.of silt/debris accumu-
lation (6 inches thick) and the least amount of submergent vege-
tation (isolated, small patches of green algae on available
KAYE, BRUCE
#44-39186-5E
Monroe County - Plantation Key
Page Four
substrate and at basin edges). Mobile marine fauna observed in
this area included glass minnows (Anchoa spp.), several uniden-
tified species of juvenile fish an a argo population of
Cassiopeia spp. anemone. At the basin mouth, the water depth
shoa s up to -4 ft. (MSL) and benthic vegetation increasesto
include a substantial growth of both green and brown algaes.
The basin access channel proceeds 300+ ft. from the mouth of the
basin to an existing 25 ft. wide-x -8 ft. deep channel running
approximately parallel to the applicant's shoreline and providing
ocean access for the applicant's northern -neighbor. The majority
of the access channel measured -3.5 to - 5 ft. deep (MSL) at the
time of measurement. Water depth at the channel's waterward
terminuE (ie, last 50 ft. prior to intersection with other afore-
mentioned channel) measured -5 to -8 ft., (MSL). The access
channel width varied between 10 and 15'ft,.Channel substrate
consisted of a 1 to 2 ft. thick silt/sediment layer over a bedrock
substrate. The channel biology varied over the length of the
channel, presumably in accordance with depth and resultant wave
action. Approximately 20-30 ft. waterward of the basin mouth (ie,
beyond the algae area mentioned above) patches of shoal grass
(Halodule wrightii) and turtlegrass (Thallassia testudinum) begin.
This shoal grass vegetation gradually increases to a uniform
channel bottom coverage and continues to 50-75 ft. from the basin
mouth. Waterward of this area, shoal grass vegetation diminishes
and turtlegrass vegetation increases to a lush, complete channel
bottom coverage at the 100+ ft. contour. This lush turtlegrass
vegetation continues thereafter to the channel's waterward
terminus mentioned above. The channel terminus area (ie, last 30-
50 ft.) is presently the only unvegetated channel area exhibiting a
predominantly open, sandy bottom. Both among the seagrasses and
in isolated, open, sandy spots Cassio eia spp. anemones, sponges,
t;ieen and brown algaes and hard corals Siderastrea spp.) were
^hserved throughout the entire access channel area. Mobile marine
fauna observed within the channel area included Anchoa spp. minnows,
[DOjarra (Gereidae spp.) and several unidentified species of
Juvenile fish.
Adjacent submerged lands appeared to be in natural, pristine con-
dition, of excellent quality and typical of Florida Keys shallow -
water marine enviroments. Water depth, varied between -2 and -3
£t. (MSL) throughout the access channel area. Predominant
Thallassia spp. seagrasses are lush in this area and are inter-
spersed with isolated algaes (Penicillus,,Halimeda, Bato hora,
Padi_na, Acetabularia spp.), sea anemones, sponges, urchins and
�arecora- Natural submerged substrate consisted of a firm,
thin (less than 1 ft. thick) sediment layer over bedrock.
KAYE, BRUCE
#44-39186-5E
Monroe County - Plantation Key
Page Five
D. The primary adverse impact of the proposed filling activity will
be in the impoundment and eventual destruction of the 200+ sq. ft.
of mature (3-15 ft. high), healthy red mangrove growth presently
existing along the edges of the proposed fill area. Beneficial
impacts are expected to result from the partial elimination of a
presently stagnant, aesthetically unpleasant submergent area.
The proposed maintenance dredging of the applicant's basin and
access channel areas is exempt from Departmental permitting
authority pursuant to Section 17-4.04(d) of the Florida
Administrative Code. It is herein estimated that, if undertaken
with proper water quality controls, said dredging activities will
result in the destruction and loss of 3,000+ sq. ft. of seagrasses
and algaes presently growing on the channel bottom (in addition to
an unspecified amount of various other beAthic fauna). This
vegetation provides a variety of benefits for the local marine
ecosystem including increased productivity, water quality enhance-
ment and fishery breeding and nursery habitat. For this reason,
it is suggested that said dredging operations should proceed
carefully and selectively in an effort to preserve the maximum
amount of existing channel vegetation. A reinspection of the
channel area on March 2, 1981, at a period of low water, indicates'
a definite need for some type of channel maintenance; however, it
is believed that, if carefully undertaken, such activities could
avoid a substantial amount of the aforementioned seagrass
destruction.
It is expected that, if properly employed, the proposed weed gate
will serve to assist in preventing future detrital accumulation
within the landward portion of the boat basin area. However, due
to its proposed location (ie, central basin area), it is expected
that this mechanism also will merely effect a shift of this
problem 40+ ft. a to -war, of its present location rather than
alleviating the problem itself. While this device, if functioning
properly, can be expected to halt further detrital intrusion into
the basin facility beyond its point of location, it will not
prevent the accumulation a detrital material, in general. For
this reason, it is herein suggested that this device be periodi-
cally maintained after installation to prevent detrital accumu-
lation in front of the device. Such maintenance might consist
of- "skimming" detritus caught by the device with some type of
,ic prior to its sinking and creating putrescent submergent
deposits.
:,ince there is little present existing vegetation within the
vr_oposed riprap revetment maintenance area, it is expected that,
;. proper placement techniques are utilized, the impact of this
nOrtion of the project will be minimal.