Resolution 227-1983 t1.11
R£ OCIIZ U N NO. 227 -1983
3UH£R£A5, the BOARD OF mum C®fMMI55IONFR OF MONROE mug,
FLORIDA, has rereivellt an ap 1iration from Juan anh erviliann
Hnnarhea , ana
1UH£RFA$, in rumpIianre with ,$1aie 51atute, i1 is neressary
as part of the permitting prnrebure 1n real the fallowing HinIngira1
Assessment intu0the RernrI as fnllnws:
The applicants wish to protect their land from erosion and improve boat
mooring facilities at their commercial property. Both goals will be
achieved by the construction of a vertical concrete bulkhead with
several sections of cantilevered dock. The bulkhead will be built in
two sections which correspond to the two sides of the property which
front on water.
On the southern side of the site a 100 ft. long section of bulkhead will
be built 6 ft. landward (north) of the property line. Two sections of 8 ft:_
wide dock will be built on this segment of seawall. One section of dock
will be built on this segment of seawall. One section of dock will be
built at the western 'end of the bulkhead and will measure 50 ft. long.
Three mooring piles will be placed right at the edge of this section of
dock. A second section of dock will be built at the western end of the
seawall. The 30 ft. length of plain seawall, which separates the two
sections of dock, corresponds to a patch:of mangrove trees which is
supposed to be left intact.
On the western side of the site a 54 ft. segment of bulkhead will be
built. The southermost 27 ft. of this section of bulkhead will have an
8 ft. wide dock built on it. A mooring pile will be placed at the south-
ern end of the dock. The northern 27 ft. of the bulkhead correspond to
a section of mangrove trees which shall be preserved. Three mooring piles
will be placed along the waterward edge of the mangrove trees.
The seawall will be of a conventional slab and pile design. In areas
where there will be no dock, the seawall will have a 2 ft. wide cap. In
areas where the docks are planned, a 8 ft. wide cap with 6 ft. of the cap
cantilevered over the water, will be placed on the seawall. A total of
760 ft. of dock will be built in this manner. Construction of the sea-
wall calls for the placement of 35 yd. of fill, waterward of mean high
water(MHW) , and 80 yd. landward of MHW. An estimated 0.0092 ac. of
emergent (mangrove) wetlands and 0.023 ac. of transition zone wetlands
will be covered by the backfill for the seawall.
All necessary equipment and materials for construction will be brought to
the project site over upland routes. The necessary fill will be obtained
from an upland source. Turbidity curtains will be used during construction
to help maintain water quality.
The project site is located on the Coco Plum Beach Causeway, which
connects Coco Plum Beach to Fat Deer Key. The causeway crosses Bonefish
Bay, a natural predominantly shallow body of water which _is designated as
Class III waters (Chapter 17-3.041 and 17-3.161, Florida Administrative
Code) . The land is a little over 100 ft. deep on either side of the
right of way. Development in the area consists of a patchwork of
commercial and residential development, with commercial fishing the most
common.
11111
Resolution
Juan & Servilino Bonachea
Page Two
The project site lies along the west side of Coco Plum Beach Causeway.
Across the road from the project site in an undeveloped lot. Bordering
the north side of the site is a lot belonging to Joseph Picariello.
Permit number 44-39397-5E, issued April 7, 1981 authorized Mr. Picariello
to construct a 30 ft. by 10 ft. shoreline dock and a 60± ft. by 12 ft.
access channel. The dock and access channel were built larger than
permitted and an unauthorized seawall was also constructed. At present,
the Department is pursuing these violations through standard enforcement
procedures. File number 440553035 and 440643225 also pertain to .
Mr. Picariello's property.
A narrow circulation channel which cuts through the Coco Plum Beach
Causeway, borders the south side of the project site. On the far side
of the channel is an undeveloped lot with a wetland fringe.
Bonefish Bay borders the west side of the project site. The channel
which Mr. Picariello dredged pursuant to permit number 44-39397-5E,
passes just offshore on this side of the property.
The project site includes the applicant's property and an adjacent
section of State owned: land which consists of both upland and wetland.
The applicants property consists of a 60 ft. by 100 ft. (0. 138 ac.) lot.
The long axis of the lot is oriented east and west, normal to the cause-
way. The majority of the lot is man-made upland at an elevation of
4± ft. above mean high water (MHW) . With the exception of a single
Australian pine tree (Casurina equistifolia) , all of the upland area of
the lot has been cleared recently. A thin layer of fill was spread on
the lot in conjunction with the clearing. The substrate on the lot
consists of marl with some crushed rock mixed in. A number of lobster
traps, steel drums, a storage shed and other items associated with
commercial lobster fishing are stored on the property.
On the southern side of the applicants property an escarpment is found
which drops down to an intertidal shelf. Previously to the recent
clearing and filling at the project site, there were a significant
quantity of buttonwood (Concarpus erecta) trees along with other transi-
tion zone wetland plants growing on the face of the escarpment. The
recent activities on the lot resulted in the transition wetland area
being scarified and a thin layer of fill being placed over it. At the .
base of the escarpment a 10 to 15 ft. wide intertidal shelf is found.
Near the west end of this side of the lot a small stand of mixed black
mangrove Olvicennia germinans) and white mangrove (Laguncularia racemosa)
trees is found on the shelf.
The toe of the above described escarpment where it meets the intertidal
shelf below it, runs along a fairly straight line on the south side of
the property. This line is landward, but not parallel to the property
line. At the southeast corner of the property, the escarpment toe is
approximately 6 ft. landward of the property line. At a distance of
20 ft. to the east of the southwest corner of the lot, the toe of the
escarpment is approximately 10 ft. landward of the property line. The
southwest corner of the site acts as a small headland and as a result has
been cut into more deeply than the rest of the site, by erosion. Here
the escarpment toe is 15 ft. landward of the property line..
The circulation channel which borders the south side of the project site
is very narrow. The channel measure 20± ft. wide at the southeast corner
of the property and 30± ft. wide at the southwest corner of the property.
A strong tidal current flows through the channel much of the time. As a
result of the fact that this channel is the only direct connection between
the two halves of Bonefish Bay, which are separated by the causeway, there
is moderately heavy marine traffic in the channel.
Resolution
Juan & Serviliano Bonachea
Page Three
The western side of .the project site faces an open area of Bonefish Bay.
In this area an escarpment similar to that. already described for the
southside of the project site is also found. At the base of the es-
carpment is a 15± ft. wide intertidal shelf which is vegetated by a
stand of red mangrove (Rhizophora mangle) trees. Just waterward of the
mangrove trees is the channel which was recently dug pursuant to permit
number 44-39397-5E. Until very recently, the mangrove stand on this.
side of the property was much larger and denser than it presently is. '
The change in the mangrove stand is a;.-result of the applicants having
cut the trees back and placing fill over part of the stand. During the
inspection, an unauthorized dock was observed in this area. The applicants
have been repeatedly informed about the need for proper authorization
for structures built in wetlands by State, County and Federal government
representatives.
When the section of causeway on which the applicants property is located -
was filled approximately 25 years ago, the filling apparently extended
beyond the limits of the developer's submerged land deed onto State
owned land. When the subdivision was plated the lots apparently were
laid out such that they correspond to the submerged land deed. The
result of all this is that the applicants lot ends approximately 10 ft.
landward of the escarpment on the west side of the property in an area
of uplands.
Constructed related activities will result in increased levels of tur-
bidity, dissolved organic compounds and particulate organic compounds in
the waters surrounding the project site. Proper use of silt screens
will tend to reduce the levels of these pollutants, however, the strong
currents in the circulation channel will limit the effectiveness of silt
screens.
Construction of theseawall along the south side of the project site will
tend to eliminate the remaining emergent wetlands found there. Construc'
tion of the seawall along the western side of the project site will tend
to have very little effect on the wetlands found here. .This is a result .
of the fact that the alignment of the proposed seawallwill place' it
completely in uplands for most of its length.
With the exception of the southwestern corner of the project site most
of the proposed dock_ will end over extremely shallow water or even dry
land. This fact will tend to 'encourage the applicant to dredge out the
area in front of the dock and thereby cause additional environmental .
impacts.
Any attempt to moor boats in the narrow curculation channel on the south
side of the project site will tend to result in a navigation hazard. The.
swift currents, combined with the 20± ft. width of the channel adjacent
to part of the proposed dock could very easily lead to. accidents. • Along
the west side of the project site the dock and mooring piles will also
tend to result in the obstruction of the small channel found there.
Commercial lobster fishing practices include treating traps with old
engine oil as a preservative. The result is usually that theground on
which the traps- are-worked on and stored on, eventually become saturated
with oil. Stormwater will often carry this oil into State waters. The
application does not show any plans to control stormwater runoff. • The lack
of stormwater control, combined with the elimination of much- of -the
wetland vegetation on the project site will probably result in significant
discharges of hydrocarbons into State waters surrounding the project site.=.
•
• •
Resolution
Juan & Serviliano Bonachea
Page Four
Under the provisions of Chapters 403.087, 253.123 and 253.124, Florida
Statutes and Chapters .17=3.051(1) (b,c) , 17-3.061(2) (i,j ;q) ; 17-3.121
(7,20,28) , 17-4.03 and 17-4.28, Florida Administrative Code, I recommend
this project be denied Departmental permitting. authorization. Attached
to this report are plans for .a project which would stabilize the.'appli=
cants' shoreline, provide boat mooring facilities, control storm—
water runoff, preserve the remaining wetlands at the site, restore
part of the wetlands which the applicants destroyed without authoriza-
tion and provide a reasonable assurance of meeting. State water quality
standards. If the applicants are willing to adopt these plans, a
favorable recommendation for a permit would be possible..
BE IT RESOLVED D3. BE BOARD OF COUNEJ COMMISSIONERS OF mONROE
mi g,. FLORIDI, that the ahnve Einingiral Assessment has• hien real intn
the ream) anh hulA rnnsiirrei pursuant to Flnriba Statute 253.124 hg
the Bar of Cnunta. tnmmissinnrrs of Monrue Cuuntg, Finriha, this
5th bag of August ,19 83 at a
regularlg sghrbuirb meeting.
BOARD OF mum COMMONER OF
MONROE cuing, FLORID
E ®' 'i. 0
maRnr
(SEAL)
Attesttr c.�� ��;
ti'a�'�5 }�
EC ! o �7t1�i 4 ��.. aii'
Clerk commotion
Lucien C. Prahul
Cuuntj Attnrneg
-—_ BOARD OF COUNTY COMMISSIONERS
OUNTYLoFMONROE �' •
Wilhelmina Harvey, District 1
Ed Swift, District 2
KEY WEST, RIDA 33040
(305) 294-4641 MAYOR Jerry Hernandez, District 3
failteW Alison Fahrer, District 4
- •
Mayor Pro tern Ken Sorensen, District 5
Eet11/4kol0/
Lucien C. Proby, •
County Attorney
310 Fleming Street
Key West, Florida 33040
I, the undersigned, do hereby attest' that all data
and information is complete in the package of the applicant
as follows:
•
1 . County Biologist' Report
2 . Resolution (Juan & Serviliano Bonachea)
3 . Permit (/
4. Application for. Permit (Seawall & Dock)
5 . Site Plan
6 . Location Map (�
7. DER Assessment
Date 7 /_ 3 BY 4,47 _`��!Q� 1
I
JUL 2G 1983
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rn .P c'/ A. iv
• ;1 E
•
MEMORANDUM
TO Dr. Jeffrey H. Doyle, Director DATE July 19 , 1983
•
• SUBJECT Juan and Serviliano
FROM Andy Hoote Biol gist Bonachea, Seawall and Dock
Legal
Township 66 Sou , Range 33 East , Section 4 , Block 2 , Lot 23 ,
Coco Plum Beach Subdivision, Monroe County , Florida. Zoned BU-2 (U)
This application is to be reviewed by the Monroe County Board of
County Commissioners persuant to Section 19-111 (a) (5) 'of the
Monroe County Code.
The applicant proposes to construct a linear vertical concrete
bulkhead , an L-shaped vertical concrete bulkhead docking facil-
ity, and install one mooring piling. A boat mooring basin will
be constructed by excavating/dredging approximately 20 cubic
yards of material landward of the mean high water line. Approx-
imately 60 cubic yards of the excavated/dredged material will be
placed as backfill for the linear vertical breakwater, and the
remaining 10 cubic yards of this material will be used to fill
part of the owner' s upland property. The purpose of this project
is to provide mooring facilities for two 24-foot commercial fish-
ing boats and to provide support facilities for commercial fish-
ing activities.
The attached file memorandum shows that the applicants began
their activity in late January , 1983. This report addresses the-
recommendations suggested in the Florida Department of Environ-
mental Regulations biological report .
•
The dredged basin and seawall/deck in the basin would allow the
applicants to dock and :load and unload fishing equipment . Be-
cause this area abuts Bonefish Bay, this basin would probably
maintain adequate water quality. Water movement through the
adjacent circulation channel would keep the basin well mixed.
However, the seawall proposed on the South side of the property,
adjacent to the circulation channel should be constructed of
rip-rap boulders and not a vertical concrete bulkhead. Site
visits found the South side of the property to have a large
shelf before the canal edge. A concrete bulkhead would only
serve as a property retainer as boats would not have sufficient
water depth to moor there.
Memorandum cont
July 19 , 111111 1111
•
The Monroe County Coastal Zone Protection and Conservation
Element has established guidelines for vertical bulkheading.
Page 37, guideline #2 states :
"Where possible , sloping rip-rap structures and coastal
vegetation should be used rather than vertical seawalls. "
The applicant can retain his property with rip-rap boulders
(not less than 15 inches in diameter) and filter cloth success-
fully. The rip-rap should be placed at the mean high water
line and gently sloped back to the property.
Therefore, based on the above , it is recommended that approval
be granted with the following conditions :
(1) Turbidity curtains be properly utilized during all
phases of shoreline construction.
(2) Rip-rap boulders (not less than 15 inches in diameter)
and filter cloth be utilized for seawall construction
on the South side of the property.
MEMORANDUM111111
TO : FILE
FROM : Andy Hooten , mvironm n al Biologist
DATE : January 26 , 1983
SUBJECT : Mr. Bonachea- land clearing , placement of boat
dock w/o permits
On January 21 , 1983 , I met with Mr. Bonachea , new owner of the property de-
scribed as Block 2 , Lot 23 , Coco Plum Beach Subdivision , Monroe County, Fla .
I explained to Mr. Bonachea the violations committed on his property ( land cle-
aring and construction of a dock w/o permits ) and Mr. Bonachea agreed to ( 1 ) ,
submit an application for an- after-the-fact permit for land clearing , ( 2) ,
remove the existing dock and (3) , submit an application for a seawall .
Upon inspection of the property on January 26, 1983, the dock has been re-
moved and as per conversation with Mr. Bonachea , applications for the above
are being prepared .
.,,.,,-, ,�•_ -a• v e, � C is,.,•
op
� PLANNING, BUILDING &ZONING DEPARTMENT
e �,a : PERMIT
MONROE 40 ' PERMIT FOR EXCAVATION, THE DEPOSIT OF NO.
COUNTY au 4' FILL. OR STRUCTURAL ACTIVITIES IN THE
. ^'' WATERS OR WETLANDS OF MONROE COUNTY
1)Property owners name&mailing address 2)Date FOR DEPARTMENT USE ONLY
Juan & Serviliano Bonachea 1-17-83 Resolution No.
12440 Overseas Highway 3)Phone number
Marathon, Florida 33050
Date:
•
743-5163
4)Contractor or agent's name,mailing address&phone number
Frank .Greeman
11399 Overseas Highway
Marathon, Florida 33050 743-2351
5)Legal description of property:
Section 4 Key Fat Deer Subdivision Coco Plum Beach
Township 6 6 S Lot 23 Block 2
Range 33E Street, road or mile marker Coco Plum Drive
•
Volume of material: - dredged/excavated filled/deposited
0 c.y. 0 c.y. 35 c.y. 80 c.y.
waterward landward waterward landward
of M.H.W. of M.H.W. of M.H.W. of M.H.W.
ZONING: BU-2 . (U)
•
PURPOSE:
Cost of Permit Estimated cost of Construction
Biologist Comments-Restrictions or Special Conditions if any: The applicant can retain his
property with rip-rap boulders (not less than 15 inches in diameter) . and
filter cloth successfully. The rip-rap should be place at the mean high
water line and gently sloped back to the property.
it is recommended that. approval be granted with the following conditions:
1 . Turbidity curtains be properly utilized during all phases of
shoreline construction
2 . Rip-rap boulder (not less thatn 15 inches in diameter) and filter cloth be
utilized for seawall construction on the South side of the property.
Dr. Jeffrey M. Doyle, Director
Planning, Building and Zoning
t :O M° .O. `_...
kl: in PrINING,BNILDING & ZONINGT Pr *. APPLICATION 17I:P�llrl.'� I�1IT 1\I.PLlrJ'1i�0i•I T'OR
O U N T V E 11��,TTON, TIlE DEPOSIT OF FILL, i. STI.UC ACTIVI?IES IN THE
_ _ y9P1I`FPS OR WETLANDS OF TIONItOF COUNTY
1)T 'roper_ty owners name & mailing address 2) Date 3) Phone number
t Juan & Serviliano Bonachea 1 -27-83 305/743-5163
12550 Overseas Highway • • .
Marathon, Florida 33050 . •
4) Contractor or agent's ,name, mailing address, phone Ti cert.ifrication number.
Frank Greenman ' 743-2351 V rL �� � ��
11399 0,erseas Highway. . . . . . . -2_ ITS •
Marathon, Florida .33050
11
5) Legal description of property: .
4; .
Section, Key, Fat Deer Key Subdivision, Coco Plum Beach
Township, Tb6S
Range, R33E Lot, 23 Block, 2 .
(if acreage)
Street,road or mile marker, Coco Plum Drive
Zoning, BU-2 (U)
•
6) Describe the proposed activity, methods or construction & amount of material (in cubic ya-.
to be excavated or discharged. Describe purpose & intended use of project.
SEE BACK OF THIS SHEET.
•
dredged/excavated filled/deposited
volume of; .
material ' -0- c, -0- 35 . 80
y. c.y. 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.
Lot 22 : Joseph & Shirley Picarello and Monroe County .
11455 - 3rd Avenue Ocean
Marathon, FL. 33050
8) j:'Rst& COEer permits issued and/or applied for, include applicant's name, for this site:
•
b) If application has been submitted for this projectr (or one similar) in the past,
explain reason for new application and give applicant's name if different from current
applicant.
N/A
•
9) List all Federal and State agencies that have received applications for this project.
DER & COE 1/27/83
This completed application form will be accompanied by the
following, or it will not be processed.
a) Two (2) sets of drawings, on 81 x 11 paper, showing location, plot plan; top view and
cross section of proposal , drawn to scale.
h) Application processing fee as follows:
$75.00 for dredge, fill, docks or any structures affronting natural water bodies.
$30. 00 for vertical seawalls on man-made bodies of water.
$75.00 for any combination of the above activities per site.
Application is hereby made for a permit to authorize the activites described herein. I
certify that I am familiar with the information contained in this application, and to the be
of my knowledge & belief such information is true, complete & accurate. I further certify t
I possess the authority to undertake the proposed activites. All provisions of laws and
ordinances governing this type of work will be' complied with whether specified herein or not.
granting of a permit does not presume to give authority to violate or cancel the provisions
any county, state or Federal law regulating construction or performance of construction of t
type of facility.
1-27-83
Signature o - • nt/agent Da
For Department Use Only/
o0
_ Fee & Receipt # Approved by Ass't. Direct
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PURPOSE: Mooring of Upland Owner' s Boat
DATUM •
ADJACENT PROPERTY OMNERS: "'Bonefish Bay & Ci rc.Chann:l
0 Joseph & Shirley Picarello AT Coco Plum Beach,Marathon
COUNTY OF�, STATE
Monroe Count lonroe Florida
y APPLICATION 9Y J & S . Bonachea
f
SHEET OF 2 DATE 1 - _'
S K4-080
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SK4-080
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•
•
DEPARTMENT OF ENVIRONMENTAL REGULATION
PERMIT APPLICATION APPRAISAL
File No. : 440654695 County: Monroe Date : 3-2-83
Applicant Name : Juan and Serviliano Bonachea
•
Address : 12550 Overseas Highway, Marathon, FL 33050
Agent (if applicable) : Frank Greenman
Address : 11399 Overseas Highway, Marathon, FL 33050
Location of project : Section (s) 4 Township 66S Range 33E
Section (s) Township Range
Local Reference : Coco Plum Beach Causeway
Water Body : Bonefish Bay , Atlantic Ocean
Water Classification of Project Area : III Adjacent Waters : III
Aquatic Preserve : None
Outstanding Florida Waters : None
On site inspection by: David Bishof
Date of Inspection: 2-23-83 Original Application: Yes X .No
Revised Application : Yes No Date : Date of 2nd Insp.
Biological and Water Quality Assessment
A. Description of proposed. proj.ect 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
and Section 17-4 . 28 , Florida. Administrative Code .
B. Biophysical features of general area. • Include comments concerning
extent of development of adjoining properties as well as relevant
historical facts about the area.
C. . Biophysical features of specific - project site and spoil site if
applicable. Include identification of bottom types and any •
• relevant historical facts about the area of the project. .
•
D. Potential. impact of project on biological resources and water
- quality. Address long-term impact as well as immediate impact
for all aspects of the project.
E. Suggestions , where appropriate , for modifications that may reduce
or minimize the potential impact of project.
PERM 16-10 (Rev. 6/79)
BONACHEA, JUAN & SERVILIANO
#440654695
Monroe County - Coco Plum
Page Two
A. The applicants wish to protect their land from erosion and
improve boat mooring facilities at their commercial property.
Both goals will be achieved by the construction of a vertical
concrete bulkhead with several sections of cantilevered dock.
The bulkhead will be built in two sections which correspond to
the two sides of the property which front on water.
On the southern side of the site a 100 ft. long section of
bulkhead will be built 6 ft. landward (north) of the property
line. . Two section of 8 ft. wide dock will be built on this
segment of seawall . One section of dock will be built at the
eastern end of the bulkhead- and will measure 50 ft. long.
Three mooring piles will be placed right at the edge of this
section of dock. A second section of dock will be built at
the western end of the seawall. The 30 ft. length of plain
seawall, which separates the two sections of dock, corres-
ponds to a patch of mangrove trees which is supposed to be
left intact.
On the western side of the site a 54 ft. segment of bulkhead
will be built. The southermost 27 ft. of this section of
bulkhead will have an 8 ft. wide dock built on it. A mooring
pile will be placed at the southern end of the dock. The
northern 27 ft. of the bulkhead corresponds to a section of
mangrove trees which shall be preserved. Three mooring piles
will be placed along the waterward edge of the mangrove trees .
The seawall will be of a conventional slab and pile design.
In areas where there will be no dock, the seawall will have a
2 ft. wide cap. In areas where the docks are planned, an 8 ft.
wide cap with 6 ft. of the cap cantilevered over to water,
will be placed on the seawall. A total of 760 ft. of dock
will be built in this manner. Construction of the seawall
calls for the placement of 3 yd. 3 of fill waterward of mean
high water (MHW) , and 80 yd. landward of MHW. An estimated
0 . 0092 ac . of emergent (mangrove) wetlands and 0 .023 ac. of
transition zone wetlands will be covered by the backfill for
the seawall. -
All necessary equipment and materials for construction will be
brought to the project site over upland routes . The necessary
fill will be obtained from an upland source. Turbidity curtains
will be used during construction to help maintain water quality.
•
•
BONACHEA, JUAN & SERVILIANO
#440654695
Monroe County - Coco Plum
Page Three
B. The project site is . located on the Coco Plum Beach Causeway,
which connects Coco Plum Beach to Fat Deer Key. The causeway
crosses Bonefish Bay, - a natural.- predominantly shallow body
of water which is designated as Class III waters (Chapter
17-3 . 041 and 17-3 . 161 , Florida Administrative Code) . The
land is a little over 100 ft. deep on either side of the right
of way. Development in the area consists of a patchwork of
commercial and residential development, with commercial
fishing the most common.
The project site lies along the west side of Coco Plum Beach
Causeway. Across the road from the project site is an unde-
veloped lot. Bordering the north side of the site is a lot
belonging to Joseph Picariello. Permit number 44-39397-5E,
issued April 7 , 1981 authorized Mr. Picariello to construct
a 30 ft. by 10 ft. shoreline dock and a 60+ ft. by 12 ft.
access channel. The dock and access channel were built larger
than permitted and an unauthorized seawall was also construc-
ted. At present, the Department is pursuing these violations
through standard enforcement procedures. File numbers
440553035 and 440643225 also pertain to Mr. Picariello' s pro-
perty.
A narrow circulation channel which cuts through the Coco Plum
Beach Causeway, borders the south side of the project site.. On
the far side of the channel is an undeveloped lot with a wetland
fringe.
- Bonefish Bay borders the west' side of the project site. The
channel which Mr. Picariello dredged pursuant to permit number
44-39397-5E, passes just offshore on this side of the property.
C. The project site includes the applicant ' s property and an
adjacent section of State owned land which consists of both
upland and wetland. The applicants property consists of a 60
ft. by 100 ft. (0 . 138 ac . ) lot. The long axis of the lot is
oriented east and west, normal to the causeway . The majority
of the lot i5 man-made upland at an elevation of 4+ ft. above
mean high water (MI-IW) . With the exception of a single
Australian pine tree (Casurina equistifolia) , all of the upland
area of the lot has been cleared recently. A thin layer of fill
was spread on the lot in conjunction with the clearing. The
BONACHEA, JUAN & SERVILIANO
#440654695
Monroe County - Coco Plum
Page Four.
substrate on the lot consists of marl with some crushed rock
mixed in. A number of lobster traps , steel drums, a storage
shed and other items associated with commercial lobster fishing
are stored on the property.
On the southern side of the applicants property an escarpment
isfound which drops down to an intertidal shelf. Previously
to the recent clearing and filling at the project site , there
were a significant quantity of buttonwood (Concarpus erecta)
trees along with other transition zone wetland plants growing
on the face of the escarpment. The recent activities on the
lot resulted in the transition wetland area being scarified
and a thin layer of fill being placed over it . At the base of
the escarpment a 10 to 15 ft. wide intertidal shelf is found.
Near the west end of this side of the lot a small stand of
mixed black mangrove (Avicennia germinans) and white mangrove
(Laguncularia racemosa) trees is found on the shelf .
The toe of the above described escarpment where it meets the
intertidal shelf below it, runs along a fairly straight line
on the south side of the property. This line is landward, but
not parallel to the property line. At the southeast corner
of the property , 'the escarpment toe is approximately 6 ft. .
landward of the property line. . At a distance of 20 ft. to
the east of the southwest corner of the lot, the toe of the
escarpment is approximately 10 ft. landward of the property
line. The southwest corner of the site acts as a small head-
land and as a result has been cut into more deeply than the
rest of the site, by erosion. Here the escarpment toe is
15 ft. landward of the property line.
The circulation channel which borders the south side of the
project site is very narrow. The channel measure 20+ ft.
wide at the southeast corner of the property and 30+ ft.
wide at the southwest corner of the property. A strong
tidal current flows through the channel much of the time.
As a result of the fact that this channel is the only direct
connection between the two halves of Bonefish Bay, which are
separated by the causeway, there is moderately heavy marine
traffic in the channel .
The western side of the project site faces an open area of
Bonefish Bay. In this area an escarpment similar to that al-
ready described for the south side of the project site is also
• found. At the base of the escarpment is a 15+ ft. wide
•
_ C C
11111
BONACHEA, JUAN & SERVILIANO
#440654695
Monroe County - Coco Plum
Page Five
intertidal shelf which is vegetated by a stand of red mangrove
(Rhizophora mangle) trees . Just waterward of the mangrove
trees is the channel which was recently dug pursuant to
permit number 44-39397-5E. Until very recently, the mangrove
stand on this side of the property was much larger and denser
than it presently is . The change in the mangrove stand is a
result of the applicants having cut the trees back and placing
fill over part of the stand. During the inspection, an
unauthorized dock was observed in this area. The applicants
have been repeatedly informed about the need for proper auth-
orization for structures built in wetlands by State, County
and Federal goverment representatives .
When the section of causeway on which the applicants property
is located was filled approximately 25 years ago, the filling -
apparently extended beyond the limits of the developer ' s
submerged land deed onto State owned land. When the sub-
division was plated the lots apparently were laid out such
that they correspond to the submerged land deed. The result
of all this is that the applicants lot ends approximately
10 ft. landward of the escarpment on the west side of the
property in an area of uplands.
D. Constructed related activities will result in increased levels
of turbidity, dissolved organic compounds and particulate
organic compounds in the waters surrounding the project site.
Proper use of silt screens will tend to reduce the levels of
these pollutants , however, the strong currents in the circu-
lation channel will limit the effectiveness of silt screens .
Construction of the seawall along the south side of the project
site will tend to eliminate the remaining emergent wetlands
found there. Construction of the seawall along the western
side of the project site will tend to have very little effect
on the wetlands found here. This is a result of the fact that
the alignment of the proposed seawall will place it completely
in uplands for most of its length.
With the exception of the southwestern corner of the project
site most of the proposed dock will end over extremely shallow
water or even dry land. This fact will tend to encourage the
applicant to dredge out the area in front of the dock and
thereby cause additional environmental impacts .
•
BONACHEA, JUAN & SERVILIANO
#440654695
Monroe County - Coco Plum
Page Six
Any attempt to moor boats in the narrow circulation channel
on the south side of the project site will tend to result in
a navigation hazard. The swift currents, combined with the
20+ ft. width of the channel adjacent to part of the proposed
dock could very easily lead to accidents . Along the west
side of the project site the dock and mooring piles will also
tend to result in the obstruction of the small channel found
there.
Commercial lobster fishing practices include treating traps
with old engine oil as a preservative. The result is usually
that the grounds on which the traps are worked on and stored
on, eventually become saturated with oil. Stormwater will
often carry this oil into State waters . The application does
not show any plans to control stormwater runoff . The lack of
stormwater control, combined with the elimination of much of
the wetland vegetation on the project site will probably
result in significant discharges of hydrocarbons into State
waters surrounding the project site.
r c
BONACHEA, JUAN & SERVILIANO
#440654695
Monroe County - Coco Plum
Page Seven
E. Under the provisions of Chapters 403. 087 , 253. 123 and 253 . 124 ,
Florida Statutes and Chapters 17-3 . 051 (1) (b,c) , 17-3 . 061
(2) (i,j ,q) , 17-3. 121 (7 , 20,28) , 17-4 . 03 and 17-4 . 28 , Florida
Administrative Code, I recommend this project be denied
Departmental permitting authorization. Attached to this report
are plans for a project which would stabilize the applicants '
shoreline, provide boat mooring facilities , control stormwater
runoff, preserve the remaining wetlands at the site, restore
part of the wetlands which the applicants destroyed without
authorization and provide a reasonable assurance of meeting
State water quality standards . If the applicants are willing
to adopt these plans , a favorable recommendation for a permit
would be possible .
DAVID BISHOF, E . SPEC.
DATE: March 3 , 1983
READ: ;
. 7.dze:t.,,, ,0,
RICHARD J HE.LBLIo
/
DEB/dvo 1'
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•
PHOTO #1
• U .
'Panoramic 'view of -the project site. Note the .
assorted equipment. and supplies. used for
lobster . fishinq. .
.
;Juan & Sery iEll/ BoncT(�.i;t.•-.�
#440654695 •
*1 t t ' {
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PHOTO #4
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ill property line. Note that there is an
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SCOPE OF THE PROJECT:
Construct approximately 57 lineal feet of vertical concrete bulkhead behind the
mangrove fringe and construct 103 ± lineal feet of vertical concrete bulkhead with
6 ft. wide cantilevered deck, and install seven (7) wooden mooring pile. These
structures will be used to moor the upland owner' s lobster boats and to provide access
to the upland for storage and repair of lobster traps. The materials for construction
will be brought to the site by truck and work will be accomplished from the upland.
Clean fill from an upland source will be brought to the site by truck and placed behind
the bulkhead mechanically. Approximately 103 cu. yds of clean fill Will be required.
Turbidity screens will be used during construction. No dredge or excavation is required.