Resolution 020-1984
~
RE,$Q)CU~XQ)N NQ).
020 - 1984
IDHEREA~ ~HE BQ)ARD Q)F CQ)UN~M CQ)ffimX,$,$XQ)NER,$ Q)F ffiQ)NRQ)E CQ)UN~~ FCQ)RXD~ has
receiven an app1ica~ion from Johnny F. IDi11iams
ann
IDHERE~ in compliance wi~h ,$~a~e ,$~a~u~e, i~ is necessary as par~ of ~he
permi~~ing procenure ~o reau ~he fOllowing Biological Assessmen~ in~o ~he Recorn, as
fo llows:
The applicant wishes to stabilize the shoreline on his ocean
front residential property and also provide boat mooring
facilities. The first goal will be achieved by building a
seawall which will be more or less aligned with the mean high
water (MHW) line. The seawall will measure 66.67 ft. long.
Retaining walls will be built at the ends of the seawall to
prevent erosion around the corners of the lot.
The entire lot behind the seawall and retaining walls will
be filled to an elevation of 5 ft. national geodedic vertical
datum (NGVD). Approximately 415 yd3 of material will be
required to accomplish the filling. An area of tidal wetlands
measuring 670~ ft2 is included in the area to be filled and
will have 85~ yd3 of the fill placed on it.
Boat mooring facilities will be provided by a proposed dock.
The dock will consist of a 149 ft. by 4 ft. main pier with a
20 ft. by 6 ft. "TII section on the waterward end 1(716 ft2
over the water area).
The seawall and retaining walls wi1lbe constructed out of
poured in place concrete. Limestone fill will be used for
the backfill. The landward third of the filled area will be
graded toward an adjacent roadside swale. The proposed dock
will be constructed out of wood. No description of how the
dock will be built was provided with the application. No
description of proposed turbidity control techniques has been
provided either.
The project site is located on the southeast side of Lower
Matecumbe Key in the Matecumbe Ocean Beach subdivision.
General development in the vicinity of the project site con-
sists primarily of private residences. An estimated 50% of
the available land in this area has been built on.
A vacant ocean front lot adjoins the east side of the project
site. The next lot to the east has a recently built house on
it, however, the shoreline of this lot has not been altered.
A large tract of undeveloped oceanfront beach lies to the west
of the project site. Apparently as the result of a groin
located on the west side of the project site, the shoreline on
this side has been cut back markedly to the north. The
Overseas Highway (US l/SR 5) runs along the north side of the
project site. The Atlantic Ocean borders the south side of
the applicant's property. The waters of the Atlantic Ocean
in the vicinity of the project site are designated as Class
III waters (Chapters 17-3.081 and 17-3.161 Florida Administrative
Code).
The applicant's property consists of a 66.67 ft. by 100~ ft.
(0.15~ ac) ocean front lot. The long axis of the lot is
oriented perpendicular to the shore. The majority of the lot
is at an elevation of 2~ ft. above MHW. Susbstrate on the lot
consists of calcarious sand.
lThe description provided with the application describes the end section of the
dock as 20 ft. by 8 ft., however, the plans show it as 20 ft. by 6 ft.
Resolution No.
WILLIAMS, JOHNN~ F.
Page Two
The shoreline on the project site consists of a low energy
sandy beach. A beach scarp is found 90 to 95 ft. from the
landward side of the lot (i.e. 10 to 15 ft. landward of the
proposed seawall). The low tide terrace is 401 ft. wide.
Waterward of the terrace area, a very broad shallow flat is
found. The flat reaches a depth of 1 ft. MLW at a distance
of 150 ft. from the shore and does not reach 2 ft. until
300 ft. has been traversed. Substrate on the nearshore flat
is calcarious sand.
A small boulder groin and an old section of concrete wall are
found at the southwest corner of the applicant's property.
The groin and wall have combined with the littoral drift
produced by the prevaling southeast winds to produce a 401 Ft.
differential in the location of the shoreline from one side
of the groin to the other, with the applicant's property
benefiting from the differential.
Vegetation on the more landward portions of the applicant's
lot consists of a mixture of pioneer grass shrubs and trees,
including several nuisance exotics. Nearer to the beach scarp,
a mixure of sea oats (Uniola paniculata) and railroad vine
(Ipomoea pes-caprae) predominates. For 5 to 10 ft. waterward
of the beach scarp, railroad vine is the dominate vegetation.
When inspected, a large wrack line was located near the MEW
contour on the beach. The remainder of the low tide terrace
consists of unvegetated sand. Beginning near the MLW contour,
a 301 ft. wide zone dominated by Cuban shoalweed (Halodule
wrightii) is found. The Cuban shoalweed quickly grades into
a turtlegrass (Thalassia testudinum) bed which extends offshore
for several hundred feet.
Sandy beaches s~milar to the project site are somewhat unusual
in the Florida Keys. Many of the beaches, including the one at
the project site, are utilized as nesting sites for sea turtles.
Construction related activities are expected to cause temporarily
elevated levels of turbidity, dissolved organic compounds and
particulate organic compounds. Proper use of turbidity controls
should be able to maintain water quality within acceptable
standards. Unfortunately, the application does not indicate
any plans to utilize turbidity controls.
The proposed filling activities will permanently eliminate
6701 ft2 of primary transitional wetlands. With the elimination
of the wetlands will be the loss of their functions of pollution
filtration, sediment stabilization, habitat and primary pro-
duction. In the case of the project site, the loss of the
habitat function will probably be the greatest impact.
Construction of the proposed dock has the potential of causing
considerable damage to the shallow grass flats in the vicinity
of the proposed dock. The damage would result from construction
equipment and supplies being maneuvered in the very shallow
waters at the site and causing bottom scarification. Such
scarification would be likely to persist for years.
Operation of boats in the shallow waters around the proposed
dock is also likely to result in bottom scarification. The
scarification from this source will tend to persist for at
least as long as the dock is used for boating activities.
Resolution No.
WI~LIM1S, JOHNN~ F.
Page Three
Shading from the dock will tend to cause a shift to more shade
tolerant vegetation under it. The narrow width and orientation
of the dock will tend to reduce the severity of this impact.
BE It RES~C~ED BM tHE B~ARD ~F C~uNtM C~mmISSI~NERS ~F m~NR~E C~llNt~ FC~RIDA,
that the above Biological Assessment has been reatl into the recortl antl tlu1y consitleretl
pursuant to F10ritla Statute 253.124 by the Boartl of County Commissioners of ffionroe
CountM, F1oritla, this 13th tlaM of January ,19 84 at a
regu1ar1M schetlu1etl meeting.
B~ARD ~F c~UNtM C~mmISSI~NERS ~F
m~NR~E C~UNt~ FC~RIDA
BM
~~
mayor
(SEAC)
AHest: D~y 4 :K,OLHAGE, Clerk
~ '{~'~l'<\.9~.D.~'
6 0 Clerk .
I'
Cuc1.en c. Pro y,
County Attorney
O,~y~r: ~R~~,~~E
(305) 2944641
BOARD OF COUNTY COMMISSIONERS
Wilhelmina Harvey, District 1
Ed Swift, District 2
MA YOR Jerry Hernandez, District 3
Alison Fahrer, District 4
Mayor Pro tem Ken Sorensen, District 5
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 (Johnny F. Williams)
1//
3.
Permit
1/
4.
Application for Permit (Seawall & Fill)
L./"
5. Site Plan ~
6. Location Map V'
7. DER Assessment ~
Date 1/-q-J:3 By ~. Or
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DEPAH.'nn:N'l'l\L COrWESPONDENCE
DATE November 3, 1983
S U BJ ECT : _~~b ~!:~d will i am~__:__P ~~J~~~_ed_~ea w c:}}___~_nd ~ ill _____
TO:~_~!f D<?yle, Di~~cto~_________
DEP'l':Building, Planning and Zoning
L:g:O~~: ~~~:~:~: :~~e~::::~~~:::~~::~~' :::::::e& K::ning
Zoned:
RU-1
Introduction:
This application to place fill below mean high water (MHW) should be re-
viewed by the Board of County Commissioners pursuant to Section 19-111(5)
of Monroe County Code.
Project and Site Description:
Application for the subject property was made in the name of Johnny F.
Williams, but is listed with Dr. Webster as owner on current Tax Appraiser's
records.
The applicant proposes to construct a concrete seawall and retaining walls
on the side property lines. The property would then be filled to 5' above
N.G.V.D. (475 c.y. landward of MHW and 60 c.y. waterward of MHW). The
applicant proposes to construct a single-family residence on the property.
The subject property consists of a narrow lot, measuring 66.67' wide by
102'~ deep, abutting Atlantic Coastal waters. Concrete rubble along the
shoreline indicates that there was a seawall on the property in the past. It
was reported to have been destroyed by storm in 1965.
The upland portion of the site exhibits an established young dune formation
from the center of the lot to MHW line. Vegetation consists of sea oats (Unio1
panicu1ata), Railroad vine (Ipomola pes-caprae), Glasswort (Sa1icornia sp.)
Spartina grasses (Spartina sp), Sea grape (Coceolobia unifera). Australian
pine (Causarina sp) and Brazilian pepper (Schinus sp.), undesirable exotics,
are established near U.S. 1.
The dune and shoreline show signs of alternate accretion and erosion which
is typical of most sandy shorelines.
The Atlantic shoreline in this area runs generally northeast to southwest.
The northerly flow of the Gulf stream sets up onshore counter currents that
flow northeasterly to southwesterly along this shoreline. Prevailing north-
east and southest winds also exert considerable influence upon the config-
uration of the dune and shoreline.
The accumulative affect of the previous seawall is indicated on the attached
aerial photograph. This photograph also gives some indication of the type
of erosion problem that can be anticipated when ever jetties or other im-
pediments obstruct prevailing currents. The placement of seawalls and jetties
at right angles to this shoreline causes a deposit of sand and rack to be
accumulated to the northeast of these structures (photo attached) and at the
wepster/Wil1iams:
Jposed Seawall and Fill
Page 2
same time causes erosion to the southwest of them as indicated on the aerial
photo.
Although this is usually a gradual process it may be dramatically accelerated
during severe storms.
The sandy shoreline is utilized extensively for feeding by several species
of sand pipers and larger wading birds. (Photo attached) It also offers nest
ing sites for sea turtles. The attached FDER biological assessment addresses
this proposal in greater detail.
Evaluation:
Available information indicates that the proposed construction of a seawall,
retaining walls and the placement of fill on this property will seriously
alter the configuration of this shoreline. More specifically, it is antici-
pated that the proposed project would enhance the erosion process on the
shoreline southwest of the site and in so doing poses a threat to others'
private property and the long term stability and protection of U.S. 1. Al-
though this may be a gradual process, it could be intensified if associated
with tidal storm surge and wind driven wave action. The proposed project
would eliminate natural feeding areas for several species of birds and in-
vert~brates. It would also eliminate a sandy beach and dune which is a
nesting area for marine turtles.
Section 19-111(4), M.C.C. states "In reviewing all applications for a permit
in wetland areas, consideration will be given to the natural biological
functions, including food chain production, general habitat, nesting, spawn-
ing, rearing and sedimentation patterns, physical protection provided by
wetland vegetation from storm and wave action."
The Coastal Zone Protection and Conservation Element stipulates, "The County
will support State and Federal policies and regulations concerning dredge
and fill activity and to the extent legally practicable, prohibit dredging
and/or filling of submerged lands for development except in proven cases
of overriding public interest." (pg. 24, 3.1).
The CZP&CE further states, "Development activities will be required to pro-
tect tidal flushing and circulation patterns. Any project which may pro-
duce changes in circulation patterns will be approved only after sufficient
hydrographic information is available to allow an accurate evaluation of
the possible impacts of the project." (pg. 36, 5). Part 7, also pg. 36 spe-
cifies that " Development practices which have the potential of causing
erosion of the beaches and shoreline will be regulated."
The CZP&CE further stipulates, "No new construction will be allowed that
would threaten the stability of either the dune (if existing) or the beach
itself. All construction will be restricted to areas landward of the pri-
mary dune line whenever applicable" (pg. 40, 3.A.)
. Webster/Williams:. Proposed Seawall and Fill
Page 3
In summary, the proposed seawall, retaining walls and deposition of fill on this site would
eliminate the young dune and has the potential to seriously alter the beach and shoreline
on this and adjoining properties.
Recommendation:
Disapproval.
The proposed project does not appear to be consistent with provlslons of Section 19-111(4)
M.C.C. nor the Coastal Zone Protection and Conservation Element.
Other Observations:
In March, 1980, the owner of Lot 62 (immediately to the N.E. of subject property)was granted
a dimensional variance to build up to 20 feet of the rear property line on that lot. The
rear property line on both lots 61 and 62 is below mean high water. Lot 62 has subsequently
been developed with a single family residence-:-The distance from the "drip-line" of the
balcony (facing ocean) to M.B.W. is 14 feet. The support posts for the balcony have been
awash during recent high tides.
Please note that the granting of this variance and the subsequent permitting of the house
construction on lot 62 appears to be in violation of State Law, specifically Chapter 161 of
Florida State Statutes governing regulation of coastal construction and excavation (161.052).
The present owner of Lot 61 (Webster) has been granted a dimensional variance to build up
to 20 feet of an open waterway (10/12/83). A dimensional variance was also sought for a
150' dock. This petition has since been withdrawn and modified to a 50' dock. The Florida
Department of Environmental Regulation has stipulated that the dock pot be used for power
boats due to the very shallow water and the potential damage to sea grass beds. F.D.E.R.
has not permitted the seawall nor fill to date.
Note: ACOE/FDER permits may be required.
Attachments:
County application (Williams)
Site Plans
Aerial Photo (copy of Pg. 7r, Redi
Strip Real Estate Map
FDER Environmental Report
Dimensional variance approval
for Lot 62
Dimensional variance approval
for Lot 61 (Webster)
Photographs
(1 sheet)
(2 sheets)
(1 sheet)
(5 sheets)
(1 sheet)
(1 sheet)
(2 sheets)
PERMIT
MONROE
COUNTY
@_...
'~."~
~L
PLANNING, BUILDING & ZONING DEPARTMENT
PERMIT FOR EXCAVATION, THE DEPOSIT OF
FILL, OR STRUCTURAL ACTIVITIES IN THE
WATERS OR WETLANDS OF MONROE COUNTY
PERMIT
NO,
Johnny F. Williams
Post Office Box 834
Tavernier, Florida 33070
2) Date
June 33, 1983
3) Phone number
FOR DEPARTMENT USE ONLY
1) Property owners name & mailing address
Resolution No.
852-4952
Date:
4) Contractor or agent's name, mailing address & phone number
Glen Boe, Florida P.E. No. 17300
Design Management Associates, Inc.
Post Office Box 3406
Marathon Shores, Florida 33052 743-9121
5) Legal description of property:
Section ?1
Key T,owpr Matp~llmbp
Subdivision Matecumbe Ocean Beach
Township 64 S
Lot
61
Block
Range
36E
Street, road or mile marker M. M. 75+600'
U.S.#l Ocean, Lower Matecumbe Key
V olume of ma terial:
dredged/excavated
filled/deposited
c.y.
waterward
ofM.H.W.
c.y.
landward
of M.H.W.
60 c.y.
waterward
ofM.H.W.
475 c.y.
landward
of M.H.W.
ZONING: RU-1
PURPOSE:
Cost of Permit
Estimated cost of Construction
Biologist Comments - Restrictions or Special Conditions if any:
Recommendation: DISAPPROVAL
See enclosed Biologist report on page 3.
NOTE: ACOE/FDER permits may be required.
Jeffrey Y. Doyle, Ph.D., Director
Planning, Building and Zoning
.j ',' .1.'/ ," ~'.~-r~:r \..
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Johnny F. Willi~.m~<.1 June 22,1983 (305) 852-4952
P.O. Box Hn~ ;; ,)
-~mor-a-&a, FL-"-B{}3-6 /A!/-'/'/N:~~~!..,.', 33
---~------_. - ----.-.- .- ----_.__._.~--- -
'actor or agent's nome, mailing address, phone (: ccr::~::'~c~'~':',::: ::~~',~'~'r,
Glen Boe, Florida P. E. No. 17300
Design Management Associates, Inc.
P. O. Box 3406, Marathon Shores, FL 33052 (305) 743-9121
1 description of property:
ion,
shi p ,
21
64S
36E
acreage)
Key, Lower Matecumbe~....~rx~,ivisicn, Matecumbe Ocean Bch
'"
",
lot,
61
Flcc':<,
(if
ng,
RU-1
Street, roae or :-:\llc :-;:ar~er ~ MM 75 +6 0 0 I
U. S. 1 Ocean, Lower Ma tecumbe Key
----
cribe the proposed activity ,methods of constructicn & c....'ctmt of i:18terial (in cuhic yares) ,
be excavated or discharged. T'escribe purI?cse 5 intendcd '..1SC of r-rojcct.
See attached remarks
of
al
dredged/excavated '
c.y.
watcrward
cf ~'!.E.l':.
f~;!e~/0enos:ted
c.y.
la--:.<.l,ward
of ~'. !'1. 1,t,~ .
60 c.y.
Ka ',:: Crh'::l:-C.
of ~".x. '.'.:.
475 c.y.'
I :.~l~(~~\'a~d,
of ;-~. H. :'; .
e, address & zip code of 2~joining rr0p~rty 0~~~~~
(1) University of Miami, Real Est. Dept.
P. O. Box 248106
Cora1 Gables, FL 33124
( 2 )
rT,:?er:.y affro:1ts i\'s.tE'r i"C1.Y.
Michael P. Chase
16924 N.E. 19th St.
North Miami Beach, FL 33162
....."'" ""'\"" C\
'I.'_\.~""
-
ist other permits issued a'1d/or applied for, incJt:de apphcant's na':!e, fer t}lis site:
N/A
'f application has been submitted for this proj ect (or ~e sinilar) in tr,e past,
f 1.. ~. l' 1- . .,. ~. f'J: f
!xp1ain reason or new app lcatlCIl emr.;. glve app lCQ.'1~' S n~e II Cl.L~erent rorn current
l?p1icant.
NjA
..
it all Federal and State 'agencles tnat nave recelvea. appHcaaffis :i:OT tl"lS proJect.
U. S. Army Corps of Engineer5
State of Florida Dept. of Environmental Regulation
This completed application fom 'vill 'rle acccr.,pClIaed by the
following, or it will NCf be processec~.
, (2) sets of drawings, on 8~ x 11 paper, showing lccation, plot plan, top view and "
()SS section of proposal, drawn to scale.
~lication processing fee as follows:
5.00 for dredge, fill, decks CP. ::my structures affronti~g :1atul":ll wate1" bcdies.
::'.00 for vertical seawalls onman-rnscle ho'Ues of iv~ter.
5.00 for any combination of the above activities per site.
.
cation is hereby made for a :'':.:nit to aut}1orize the activities descrii:-ed 1~erei!1. .r
:i9 ~:-2.t I ~. ~~~::::.~~ ":..f~_~~ ~~-.~. --.c0!"!"~~'; ~~ r_,",~~~~",,",nr1 ~.., tr.is r'":),::,lic~tion, and to "'he be~,t
knowledge & belief s'..:ch :.nfomation is tru,~, co:-.~?letc (, ac;::'.;rate. I fur"J'cr cer-::.fy t,..at
sess the authority to undertake t[1e proposed 3ct:v~tics. .-'::.1 provisions of Imvs -3..'1<1
anccs governing this type of lVork will be canp1~cc '.\'i~::. '\'~et}'er specified l~erein or not.
ing of a pemit C:oes r.ot prestIDle to give c.utnoYi~y ":c viol~,tc C'y C~::1ccl ":1'c l'rov',sions of.
aunty, state or federal law rcgu1ating c0n~tructio:~~r ~C::f0~~~:-:'.cc cf cc;;s:.r_~c~i:m c~ t"i'j
of faciIity./' .
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Johnny F. Williams
Seawall, Dock, Fill & Retaining Walls
June 22, 1983
REMARKS
The applicant wishes to purchase a lot, build a single-family
home and provide dockage for a small boat. Remnants of a founda-
tion indicate that a structure once stood on the property. A
poured-in-place concrete seawall is to be constructed along the
shore. Its waterward limit is to coincide with that of the old
existing foundation corner. Poured-in-place concrete retaining
walls are to be constructed along the side lot lines. The lot
is to be filled to an elevation of 51 above the N.G.V.D. Dock-
age for a small boat will be provided by a wood-on-wood pier
which is to extend 150' waterward from the seawall, where the
water depth is approximately 11 at mean low water. The water-
ward extreme of the dock terminates in a 20'x81 IILII. The land-
ward third of the lot will be graded to the swale at the edge of
U.S. 1 so that stormwater from the roof and driveway will not
directly enter state/federal waters.
PROP. RETAINING WALL~ ~
o
~ i
)::>,
~,
)::>,
EXISTING ~
FOUNDATION
REMNANTS
,rPROP. RETAINING WALL ~
i - ,-'.'
ADJACENT PRO~ERTY OWNERS
(1) UNIVERSITY OF MIAMI
P. O. BOX 248106
CORAL GABLES, FL 33124
( 2 )
MICHAEL P. CHASE
16924 N. E. 19th ST.
NORTH MIAMI, FL 33162
i'
1081
... ... ,
SECTION
HATCHING INDICATES
( 2 )
c
VI
PROJECT LOCATION
NOAA CHART #11449
SCALE 1:40,000
LAT: 2405113111
LONG: 8004311311
PROPOSED PROPOSED
FINISHED SEAWALL
GRADE ). J 144 I tf
...\ U~~~n
EXISTING ~1:0
FILL GRADE
DEC K
~lHW
~lL W
BOTTOt-l
+ 5. 0
+1.9
0.0
-1.0
FLOOD~ EBB
w
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::::
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ENTIRE LOT TO BE
FILLED AND GRADED
TO +5 I NGVD
......
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PLAN
1+
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(1)
SEAWALL AND RETAINING WALLS
TO BE REINFORCED CONCRETE
POURED IN PLACE
JOHNNY F. WILLIAMS
\ SEAWALL, DOCK, FILL
\ AND RETAINING WALLS
\
\ FOR SINGLE-FAMILY
i RESIDENCE
!
RUBBLE
o ~5 5p
SCALE: 1"==30'
SHEET 1 of 1
Archile([~ 0 EnKineer, 0 PI~nl1e"
1'.0, Uo" 3-106, M.lr..lhol1 ~h()re~. florid.. 33052-3-1UI>
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3201 GO~F COURSE BOULEVA8<..'
PUNT A CORD~, FL O~~DA 339Sn.9.3;;,.
October 5, 1983
Monroe County Director of Building,
Planning & Zoning
Public Service Building
5825 Junior College Rd., West
Stock Island
Key West, Fla. 33040
WJ-~
Re: Monroe County, File No. 440718885,
Johhny F. Williams
Gentlemen:
';'S pcr PC-1~~ recrc;est pursuant to Sectio,~ 253.125, ~lorid2 Statutes
attachsi is a c~p~p o~ the Departreent's Biological appraisal for
~~n referenced proJect. A hydrographic survey was not required.
Sincerely,
~w;~
Richard W. Cantrell
Environmental Supervisor
RWC/ck
Encl.
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DEPARTMENT OF ENVIRON:-1EN'rAL REGULATION
rPEro~IT APPLICAtION APPRAISAL
County:
Monroe
Date:
(j-11-83
File No.:
4407188E5
Applicant Name:
.Johnny F. Williams
Address: PO Box 834, Tavernier, FL 33070
Agent (if applicable)
Glen Boe, P.E., D8sign Manag0ffi0nt Associdces
;":,ddress:
PO Box 3406, Marathon Shores, FL 33052
L8cation of project:
Section(s)
21
Township
64S
Range
36E
Section(s)
Township
TI,::.nge
;_:)C~ll Re fe [-ence :
Lower Matecumbe Key
\-.';i t:\..::-r Body:
;; t Ll;"l tic Ocean
h'iJ. ter
Classification of Project Area:
L 1: I
A,-'l.jacen t Watec,>:
III"
Aquatic Preserve:
Gutstanding Florida Waters:
On site inspection by:
David Bishof
Original Arp1ic~tion: Yes X No
1);1 te 0 f In~:;pcct l.on :
7-21-83
Revised Application: Y~s No
Date:
Date of 2nd Insp.
B1 (~),ogica1 ,~nd ~.,rater Qua 1 i ty f\S ses sm~~Q.!:.
A. Description of proposed project and construction techniques.
Quantify area of project which extends into waters of the s~ate
(including the submerged lands of those waters and the transi-
tional zone of the submerged land) as defined in Section l7-4.0~
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 proiect 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 ~esources and water
quality. Addr~ss long-term imnact as well as i8mediate impact
for all clSpccts of the ~)r()lect.
E.
SulJ'Jesti'-:):lS I ',[:ere apI:Jl:'opriate I for
or ~inin:ze t~c potential impact of
;!,od if ica t io;: '3
~)roj'-.~ct.
that :nay reduce
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WILLIlV1S, JOm';1~Y:F.
#440718885
Monroe County - Lower Matecumbe
Page 'f'",ro
A. The appll.C,lllt wishes to stabi1iz~ t.he shore1 ine on h 1 S OCL~an
front rH~ld~ntia1 property arid also provide boat moorin0
facilities. The first goal will be achieved by buiLJinq (J
seawall ~jlL~h will be more or less aligned with the mean hiyh
water (J\1Il\'1) line. The seawall wll1 measure 66.67 it. 10n(3.
Retaining walls will be built at the ends of the seawall to
prevent erosion around the corners of the lot.
The cnti,re lot behind the seawall and retaining walls will
be filled to an elevation of 5 ft. national yeodedic: uertical
datum (NGVI)). Approximately 415 yd3 of material wi]] be
requil'e;j to dccom~lish the fi1linq. l\n Zlrea of tid,l! wctl<lr1tLi
measuring GJO! fS is included ill the area to be Eil led and
VJill l1d'/l2 8).:. yd of the fill pldc;ed on it.
BCD t moori nJ facili ties wi1 J be pn)vided by d proposc~d dock.
The dock will cJnsist of a 149 ft. by 4 ft. main pier wit~ a
20 ft. by 6 ft. "T" section on the waterward end 1(716 ft2
over the water area).
The seawalL and retaining walls will be constructed out of
poured in pJ.ace concretQ. Li.mesLme fill will be us(~d for
the b~cktill. The landward third of the filJ2d area will be
'Jc<.ldc.d tOW'I'c! ,:In ad:jaccmt r(),ldsi(h~ sWc1ll~. Thi.: pr()p()sc~d dock
wi.l1 be curL;;tructeJ out: of wood. No description of I1:JW the
dock wi.ll b,--, built \vas provided \vith the application, No
c1oscciptioll of proposed turbidity control techniques has been
fn'ov hied ':ci the l: .
B. The I.,;r'oir:~.:::f site ],:,; loea,ted on the southeast side of LOWC1:
Matecumbe Key in the Matecumbe Ocean Beilch subdivision.
General development in the vicinity of the project site con-
sists primarily of private residences. An estimated 50% of
the available land in this area has been built on.
A vacant ocean front lot adjoins the east side of the project
site. The next lot to the east has a recently built house on
it, however, the shoreline of this lot has not been altered.
A large tract of undeveloped oceanfront beach lies to the west
of the project site. Apparently as the result of a groin
1 The description provided with the application describes
the end section of the dock as 20 ft. by 8 ft., however,
the plans show it as 20 ft. by 6 ft.
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WILLIA11S, JOiiNNY F.
#440718885
Monroe COli:1ty - Lower Matecumbe
Page ThreE:
locat.t~d "i. the west side of. the project S,1 Le:, t:he !'3horE:.:line: ,In
this sido has been cut back markedly to the north. Thu
Over-sedS II ighway (US l/SR 5) runs along the north ~3 'j de of Uw
project oil t:e. The l\tlantic Ocean borders the soutn side of
the app 1 i ':,lnt I s property. The waters of U'i'} At Ian l ic Ocean
in the vicinity of the project site are designated as Class
Ilf waters (Chapters 17-3.081 and 17-3.161, Florida
Administrative Code).
C. The B[jplicant's property consists of a 66.67 ft. by 100+ ft.
(0.15+ de) ocean front lot. The long axis of the Lot i;
ocil~nj.,:d l;'c.~q)endicu1ar to the shllre. Tho rn<ljority of t.he ].';t.
lS at ,Ill ,_'[evation of 2+ ft. <.1b')ve HiH.v. S:Jbstrat0 on the l()t;
cons i. s t::; ,) f calcar iOLlS sand.
The shoreline on the project site consLsts of a low energy
sandy bOJeh. A beach scarp is [ound 90 to Y5 ft. from the
landward side of the lot (i.e. 10 to 15 ft. landward of the
proposed seawall). The low tide terrace is 40+ ft. wide.
Waterward of the terrace area, a very broad shil10w flat is
found. Tho Flat reaches a depth of ~ ft. f.HM at a distanc~
of 15 ft. ft-om tf-. ~,~. re a.t r' -I- cea('j-- ft. until
3,') 0 f t. 1';,1:'; bc~en tTavc:r:sed. Substra to on the nearshore fla t
:rs (a 1.: '-I 1: i u u s sa 11<1 .
.'\ ;"1:,,:1] L l.h.lU lder groin dnd an 0] d see tion of concrete wa 11 art!
found I t. ,he southwes t corner of the app1iccl nt's property.
T'tw 'ft'Jin Lind wall have combined with the littoral drift
[JrO(hlcl~.j l)~' the pcevaling soulhcdSt \.Jinds to produc(~ a 40+ ft..
d.Lffc>n:llt Lil in the lucation of the shorelinc~' from one side
of 1'he: JL)in to the other, with the app1icClnt I s property
bcncfj, tin; fr0m the differential.
Vegetation on the more landward portions of the applicant's
lot consists of a mixture of pioneer grass shrubs and trees,
including several nuisance exotics. Nearer to the beach scarp,
a mixture of sea oats (Uniola panicu1ata) and railroad vine
(Ipomoea pes-caprae) predominates. For 5 to 10 ft. waterward
of the beach scarp, railroad vine is the dominate vegetation.
When inspected, a large wrack line was located near the MHW
contour on the beach. The remainder of the low tide terrace
consists of unvegetated sand. Beginning near the MLW contour,
a 30+ ft. wide zone dominated by Cuban shoa1weed (IIalodule
wrightii) is found. The Cuban shoalweed quickly grades into
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\'HLLIAI-1S, ~)O!lNNY F.
#440718885
Monroe County - Lower Matecumbe
Page Four
a turt.l'>lJ. ISS ('l'halassia testucUnum) bed which e:dcn1c3 cLtshu:,~
for several hundred feet.
Sandy b;..:,h~;il,~S similar to the project site are soraowlLlt un,lsu:d
in the F I OJ' ida. Keys. Many of the beaches, inc ludinq the one
at the prolect site, are utilized as nesting sites for sea
tur tles.
D. Construction related activities are expected to cause tempordrlly
elevated levels of turbidity, dissolved organ1c compounds and
particulate organic compounds. Proper use of turbidity cant~c~ls
should lx~ ,11.>le to maintain water quali ty within Ll~;cc;!jtablc~
standanls. Unfortunately, the 'll>plication ([lies not indicate
any pLjriS i....) utilize turbidi ty controls.
The prouosod filling activities will permanently elJrninatc
670+ ft~ of pri'llary transitional \"etlands. vJith the: el1Liinatiun
of the wet lands will be: the loss of their functions of pullutlon
filtration, sediment stabilization, habitat and primary pro-
duction. In the case of the prolect site, the loss of the hab-
itat function \o/i11 probably be t.he greatest impact.
Constru::tir;rt of the proposed dock has the potcnt.ial 'jf causin:r
consj_lt.'r,.:11;.l.t~ dama(jc to the shallcJ'.v gras::; fLlt.s in tlk vicinity
of tlw ill' \.:osed dock. The damage would cesul L from construction
t:;qu ipm(~n L ,1l1d suppl ies being malleuvered in U1C very shallow
wat.ers ,It Lhe site and causing bottom scarif.i.~:ation. SUi.;h
scari.[j';dlion would be likely to persist for years.
Opecd:J :)\1 "f b:)ats in the shallow waters al:ound the r:,r:opo::icd
dock is also likely to result in bottom scarification. The
scarificatLon from this source will tend to persist [or at
least as long as Cle dock is used for boating activi l:ies,
Shading from the dock will tend to cause a shift to more shudc
tolerant vegetation under it. The narrow width and orientation
of the dock will tend to reduce the severity of this impact.
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l:ooL 2, T)"!.:!~ 3~ and Ioea ted in ~~('ct ~c'n 21. TO'.m;oi~J~_
Lower Matecumbe Key. Zoned ~U-l
HEAIZl:,rC TESTI~,r:,!:;"{ PERT..\T~"~I~.;(: TO 'l~EIS :JI:'~E~::;Il;~~~\!~ ~"~'..~\l:,+\'\=~=..
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Thl' Board anproved this rcc:u('st Dursuant to Seetin:! 19-79 Cd) (1-S)
of tltr) ~;Gnroc Count'" Code.
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