Resolution 364-1981
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RESOLUTION NO. 364
-1981
WHEREAS, the BOARD OF COUNTY COM1vH SS I ONERS OF i'-10NROE CCi:,JNTY,
WHEREAS, in compliance with State Statute, it is necessary
as part of the permitting procedure to read the following Biological
Assessment into the Retord, as follows:
The applicant is proposing the construction of a vertical concrete
bulkhead with tiprap at its base to replace an existing concrete
and riprap seawall, The proposed bulkhead would be constructed
waterward of the existing seawall (approximately five feet water-
ward at its waterward-most point), Also proposed is the enlarge-
ment, deepening, and bulkheading of an existing boat basin, This
basin is presently seawa1led in the same manner as the shoreline
seawall, ie, concrete over riprap. The basin is shallow (-1 to
4 feet MLW) and provides mooring for a single small pleasure boat.
The entire seawall that now exists appears to be one of the older
revetments in the area, It is undercut at its hase and cracked
throughout its superstructure, At present, this seawall is some-
what bowed from end to end, The applicant is proposing to straighten
the shoreline in line with nearby bulkheads to the south, The
present seawall was constructed below MLW with a riprap base
scattered out into the deeper channel area of Sister's Creek. The
existing seawall is sloped landward where it is cemented over, It
is then capped at its landward-most point, This entire area would
be backfilled for the new bulkhead extension, Total amount of
backfill proposed is 120 cubic yards, of which 100 would be water-
ward of MHW,
Total amount of material to be dredged from the existing basin is
estimated at 38 cubic yards, Approximately 20 cubic yards would
be excavated landward of MHW. Excavation would be by backhoe from
the upland, A 35' x 15' area would be dredged with a final dredge
depth proposed at -2 feet MLW at the terminal end, sloping to -5
feet MLW at the mouth, All spoil from the dredging operation
would be used as backfill for the proposed bulkhead,
Construction of the bulkhead will be from a barge,
The project site is located on the eastern shoreline of Sister's
Creek, a natural- free-flowing tidal connection between Boot Key
Harbor and the open waters of the Atlantic Ocean, This particular
shoreline was filled in the late 1950's of 1960's from various
dredge projects in the area, including the deepening of Sister's
Creek itself,
The opposite shoreline remains in an unaltered condition, with
lush mangrove growth extending for some distance back from Sister's
Creek
The eastern shoreline on which this project is proposed has been
vertically bulkheaded to the south by numerous single family
residences. The shoreline to the north is undeveloped, with red
mangroves (Rhizophora mangle) displayed along the water/land
interface,
Resolution
William S, Daniels
Seawall
Page Two
The applicant's shoreline was seawalled some time ago, eliminating
the possibility of mangrove regrowth, At present, the base of
the seawall provides habitat for numerous fish, crustacean, and
mooluskan species of marine life, The basal concavities appear
to be especially lucrative as marine habitat,
Due to the marl-like composition of the sediments found throughout
Sister's Creek, water clarity is not as good as that found off-
shore. The waters found here do, however, provide backwater refuge
for a variety of schooling type fish species such as mullet,
menhaden, pilchards and silversides, along with larger predatory
fish species,
Along the open water shoreline, the bottom drops fairly rapidly
from the existing seawall, although this drop varies in sharpness,
This drop to channel depths is very sudden along the southern '
portion of the lot, whereas a ledge is found more to the north.
The applicant's basin displays a fairly barren marl bottom, The
only significant established growth within the basin is a sparse
growth of green algae (Caulerpa sp,),
The primary impact of concern is the elimination of existing riprap
habitat along the applicant's shoreline. This shoreline is,
however, unnatural and the newly proposed bulkhead alignment should
not significantly impact the overall biological intergrity due to
its inclusion of riprap at the base of the bulkhead, Although it
is not anticipated that this entire shoreline will be suitable for
basal riprap, any amount of riprap placed here will partically off-
set any habitat loss that occurs,
BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF MONROE
COUNTY, FLORIDA, that the above Biological Assessment has been
read into the record and duly considered pursuant to Florida
Statute 253.124 by the Board of County Commissionffs of Monroe
County, Florida, this
15
day of December
19 81
,
at a regularly scheduled meeting,
BOARD OF COUNTY COMJv!ISSIONERS OF
MONROE COUNTY, FLORIDA
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AJ IM1. AS TO FORM
z:S~71CIENCY.
BY -===~... ....
Attor' " ~n
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OfElCe ,OF.: '.
Henry r, \'.e1 nkam, 01 rector
Building, Planning and Zoning
,16ARD OF COUNTY CQivlivli;:,::iIONERS
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
(305) 2944641
P.O, BOX Room 205 Hi ng I I
Public Service Building
5825 Jr, College Rd, W,
Key West, Floirda
330430-439
Monroe County Legal Department
Key West, Florida 33040
I, the undersigned, do hereby attest that all date and information is
complete in the package of the applicant as follows:
2.
Resolution
(William S. Daniels)
~
~
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Certificate of Complete Enclosures
1.
County Biologist Report
3,
Permit
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4,
ft.pplication for Permit (seawall, rlprap, dredging)
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5.
Site Plan
6.
Location Map
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7,
DER Assessment
DATE I~ -3-?/
BY ~/J O~L)
d
~,~~rn~w~~
DEe 71 1981
COUNTY J\TTY.
.8 '
'TOPS 'y" FORM 3397 LITHO IN U. S. A.
DEPARTMENTAL CORRESPONDENCE
DATE December 3, 1981
SUBJECT
Daniels, W., Seawall
To
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DEP'TBuilcling, Planning and Zoning
FROM
DEP'TPlanning and Zoning
Township
Waloriss
Boot Key
LEGAL
66 S, Range 32 E, Section 15,
Subdivision, Lot 18, Plock F,
(Marathon) , Zoned RU -1.
INTRODUCTION
This project is to be reviewed by the Monroe County Board of
Commissioners in accordance with Chapter 19-111 (a) (5) of the
Monroe County Code,
DISCUSSION
Applicant proposes to replace a deteriorated concrete and
rip-rap seawall with a vertical concrete bulkhead with rip-rap
at the toe, The new seawall will be placed 0 to 5 feet
waterward of the existing structure in an effort to straighten
tDe bulkheaced shoreline and align it with seawalls to the south,
Approximately 120 c,y. of backfill will be required, of which
100 c,y, will be placed waterward of the MHW line,
Also proposed is the maintenance dredging and expansion of
an existing boat basin and the re-construction of its seawall,
The present boat basin is "U" shaped and is approximately 15 ft.
wide at the mouth and 35 ft. long, The proposed dredging will
create a retangular basin measuring 15 ft, x 35 ft. with a bottom
contour of-2 ft, MLW at the terminal end sloping to -5 ft, MLW
at the opening, The total amount of excavated material will be
38 c.y, yards, of which 18 c,y, will be waterward of HHW,
A discussion of the biota present and a description of the
area to be impacted is provided in the attached Dept, of Environ,
Reg, report.
EVALUATION AND RECO}~ENDATION
No long term negative impacts are expected as a result of this
porject, therefore, approval is recommended.
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MON~ClE ;~~"~ PL\i'-.1Hl\G, B1;ILDI:IG & ZONING DEP ART~!ENT PERiHT I
COUNTY ~f], PErJ-lIT FOR EXCAIJATIG:i, THE DEPOSIT OF r-:O. i
~l"! FILL, OR STRrCTURAL ACTIVITIES lOT THE 1
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HATERS OR HETLANDS OF NON ROE COUNTY
1) Property m,"Uers name & mailing address 2) Date FOR DEP AR T'-!ENT USE O::LY
William S, Daniels Sept, 25, 1981
Resolution No,
'Route 1, Box 39 3) Phone number
Marathon, Florida 33050 743-3826 Date:
4) Contra-ctor agent's mailing address & phone number I
or name, I
!
KeyCology
414 Simonton St,
Kpy Wpst, Florida 33040
Legal description of property:
4-8719
5)
Section
1 S
Key Marathon
Subdivision Waloriss
Tmmship
66S
Lo t 18
Block F
Range
32E
Street, road or mile marker Boulevar De Palmas
Volume of material:
dreci2ed/excavated
filled/c.epositeci
18 c. y,
water,.Jard
of M,H,j.J,
20
100
20 c,y.
landward
of N.H.H.
c,y.
landward
of t1.H,H,
c.y.
waterward
of H.H,H.
ZONING: RU - 1
PURPOSE:
Cost of Pemit
Estimated COSt of Construction
.<'>.pproved by
Chaiman
BO.\RDOF COU;:TY COfI:f1 S S IO~:ERS
OF ~m~ROE COr~TY, FLORIDA
Biologist Comments - RestYic::ions or Special Conditio:1s i~ any:
CODV in File Date
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PROPOSED :1/\IrlTENANCE DREDGE AND
SEi\\iflLL RECONSTRUCTION
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PlJRIJOSE: Private Protection of
Upl dnd Property -8/
D!\TU~1 r'1ean Sea Level
ADJ/\CENT PROPERTY mJrJERS:
David R. and Barbai'a Dorn
John \L Shorter, Etux
D/ITE: 9/25/81
.l\PPLICt'iJlT: \-Jilli<1m S. J2ni,:ls
IN:
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TYPICAL SELTl C"l f"-! A -A.,
C::::ONCRE..TE BULKHE.I\P
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TYPIC.AL SECTION B-B
RE-C:ONSTR.UC.T BA.S IN.
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BOB GRAHAM
GOVERNOR
Victoria Tschinkel
SECRETARY
3201 GOLF COURSE BOULEVARD
PUNTA GORDA, FLORIDA 33950
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
SOUTH FLORIDA BRANCH OFFICE
November 12, 1981
William Daniels
C/o Key Colony Inc,
414 Semonli Street
Key West, Florida 33050
Re: nonroe Co" File #44-48241-SE
Seawall, Rip Rap, Dredging
Dear ~1r. Daniels:
As we advised you on October 12, 1981 , you= a??1icat~on is
i~com?1ete wi~~out local ap?r~val, ~u=sua~t to Sec~icn 253.124,
Florida Stat~tes, for =i11ing waterNard of ~~e ex~st~~g mean/
ordi~a=y ~igh wate~ line.
Please su=~t t~e enclosed c09Y of ou= ~iological cc~ents
together with your permit application to the 3ca=c cf Co~~ty
Ccmnissioners/City Co~,cil or their ~uthorized ?e~.itti~g
authority. Section 253.124, Florida Statutes, states that the
county commission/city cOlli,cil n, .shall have in h~~d the
(b" '1) t d -. -' .1-, -" r.... -........ t +-
~o_ogl.ca repor an t~na.~ngs ,-,.ereOI:. I.. :::u= _~J,er s .3. ...es ,
"'!'~e report shall be read into t..';,e recor=- and c.u.ly cor:.s~dered
at the s~ue meeting at which ~~e board of county commissioners
or ot~e~ authorizec body takes =inal action en the ap91icat~on
for 9€.r::-Joi t. "
You will need to obtain a cOFY of the ~~r:.utes of t~e meeti~g
or .3.-'1 ap?ro?ria te i.::cica tion 0 f the 10c2.1 apFroval, Thi.s
letter, resolu~ion or copy of t~e mi:l~tes shculd be sent to
th~s c==ice. Ycu=.ap?l~catic~ will =e~ci~ i~c~n?lete ~~~~~OU~
valid local a?proval.
~1is ?rCCeCUr21 ~lease
I.f you have
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c;uesticns
co~ce=Y:-=-ng
cc.::-:act t!S.
3}JC loh
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Si.::cerely I I /
(Z~~jV0{J/ a). &L~ [CL-( ,
Ihchard 1'7, Ca:ltre11 &1,--
Dredge and ~il1 Supervisor
~~2 ?8~ l7-l.l22(50)
. .
DNR
DANIELS, WILLIAM S,
#44-48241-5E
Monroe County - Marathon
Page Two
A. The applicant is proposing the construction of a vertical concrete
bulkhead with riprap at its base to replace an existing concrete
and riprap seawall. The proposed bulkhead would be constructed
waterward of the existing seawall (approximately five feet water-
ward at its waterward-most point), Also proposed is the
enlargement, deepening, and bulkheading of an existing boat basin.
This basin is presently seawalled in the same manner as the shore-
line seawall, ie, concrete over riprap. The basin is shallow
(-I to -4 feet MLW) and provides mooring for a single small pleasure
boat.
The entire seawall that now exists appears to be one of the older
revetments in the area. It is undercut at its base and cracked
throughout its superstructure. At present, this seawall is some-
what bowed from end to end, The applicant is proposing to straighten
the shoreline in line with nearby bulkheads to the south. The
present seawall was constructed below 11LW with a riprap base
scattered out into the deeper channel area of Sister's Creek. The
existing seawall is sloped landward where it is cemented over, It
is then capped at its landward-most point. This entire area would
be backfilled for the new bulkhead extension. Total amount of
backfill proposed is 120 cubic yards, of which 100 would be water-
ward of MEW.
Total amount of material to be dredged from the existing basin is
estimated at 38 cubic yards. Approximately 20 cubic yards would
be excavated landward of MEW. Excavation would be by backhoe from
the upland, A 35' x 15' area would be dredged with a final dredge
depth proposed at -2 feet }~W at the terminal end, sloping to -5
feet MLW at the mouth. All spoil from the dredging operation
would be used as backfill for the proposed bulkhead.
Construction of the bulkhead will be from a barge,
B. The project site is located on the eastern shoreline of Sister's
Creek, a naturally free-flowing tidal connection between Boot Key
Harbor and the open waters of the Atlantic Ocean. This particular
shoreline was filled in the late 1950's or 1960's from various
dredge projects in the area, including the deepening of Sister's
Creek itself.
The opposite shoreline remains in an unaltered condition, with
lush mangrove growth extending for some distance back from Sister's
Creek.
D~'"
. 1
DANIELS, WILLIAM S,
{f44-4824l-5E
l'fonroe County - Marathon
Page 'Ihree
TI1e eastern shoreline on which this project is proposed has been
vertically bulkheaded to the south by numerous single family
residences, The shoreline to the north is undeveloped, with red
mangroves (Rhizophora mangle) displayed along the water/land
interface.
C. The applicant's shoreline was seawalled some time ago, eliminating
the possibility of mangrove regrowth. At present, the base of
the seawall provides habitat for numerous fish, crustacean, and
molluskan species of marine life, The basal concavities appear
to be especially lucrative as marine habitat,
Due to the marl-like composition of the sediments found throughout
Sister's Creek, water clarity is not as good as that found off-
shore. The waters found here do, however, provide backwater refuge
fora variety of schooling type fish species such as mullet,
menhaden, pilchards and silversides, along with larger predatory
fish species,
Along the open water shoreline, the bottom drops fairly rapidly
from the existing seawall, although this drop varies in sharpness.
This drop to channel depths is very sudden along the southern
portion of the lot, whereas a ledge is found more to the north.
The applicant's basin displays a fairly barren marl bottom, The
only significant established growth within the basin is a sparse
growth of green algae (Caulerpa sp,).
D, The primary impact of concern is the elimination of existing riprap
habitat along the applicant's shoreline. This shoreline is,
however, unnatural and the newly proposed bulkhead alignment should
not significantly impact the overall biological integrity due to
its inclusion of riprap at the base of the bulkhead. Although it
is not anticipated that this entire shoreline will be suitable for
basal riprap, any amount of riprap placed here will partially off-
set any habitat loss that occurs.
, .
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l)""jJ'ropert.y owners nar..e & r.'la:;'~:;':'.(;
'C)/ 1/1/ /}/rj S, j) ,.;J/.) ,<If
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S2pte:T,~er 25) 1981 71;)',;).2)/' /J
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4) Contractor or agc:'.t's n~~c, ~~~~ln~ ad~rcss~ '~hone & certification number.'
1< <:-1 C",/ u
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5) Lep,al description of
pro?crty:
.'
Subdivision, tJ./t)l.,f...{ f r
Zonin?"
15
66
32
(if acreage)
f) '1-'1 'PI)
,(L, ,
'Key,
Marathon
Section,
Range,
Street.,
/ .j Block, I~
road or mile marker. ;]J/d/.,:J. T),~ ~/,
Township,
Lot,
6) Describe the proposed a~tivity, methods of constr~tion & amount of material
(in cubic yards), to be excavated or discharRed. ~scribe purpose & intende
useof project. Construct solid-poured bulkhead and maintenance dredge existing basin
, nex~ to.applicant's'existing under-mining seawall, Seawall will be constructed from barge;
\ baSln wlll be excavated by backhoe from upland, Spoil ~rombasin will be used as backfill.
additional backfill.will be brought by truck and spread with dozer. Riprap will be placed'
I at toe of seawall wlth backhoe and hand, Turbidity screens will be utilized.
\ drcdr,ed/excavated filled/deposited
1 volume of material: 18 20 100 20
I c.y. c.y. c.y. c.y
,., ~ t e. J:'\ 7 <1r d '1 a.. d war d H ~ t: D r. ti,o:.. fl,.rd. ' .ol n tI. . .'. a. X',G.
0.1. il, 11 , F,. 0 f ~f. 1T . H . 0 ~ f\ t a I J'1 11 \'1
:. 7) ~ a me, add res s & zip cod e 0 fad j 0 in in g pro per t y o,m e r s who s e pro p '7 r t y a f fro n
i
I water 'Way. Davi d R. and Barbara Dorn John ~~. Shorter) Etux
1134 Boulevar De Palmas 623 Lake Point
Marathon, Florida 33050 Gross Point) 'Michigan 48250
8 a)
List other permits issued and/or applied for, include applicant's name,
this site
N/A
b) If application has b~~n suh~it:c~ fo~ this project (o~ one simirar) in t
past, explain :2ason :O~ n~~ ~~~:ic~:io:'. anrl ~ivc applicant's name if
~ifferent from- cur=c~: ~??lica~:.
~UA
'j
List all Federal and
project.
St~t~ z'1'2r.cie.s that have received applications for t
State of Florida; DER
Army Co rps of Eng i nee rs
This completed ~pplication form will be accompanied by the following. or it will
NOT Be processed.
a) Two (2) sets of dr~wings, on 8~ x 11 pAper, showing location, plot plan, top view
and cross section of propOSAl, drawn to scale.
b) ApplicRtion processing fee as fol10ws~
$25,00 for dredge, fill, docks OR Any structures affronting natural water bodies.
$10,00 for vertiCAl seawalls on man-mAde bodies of water.
$25.00 for any combination of the above activities per Rite.
Application is hereby made for a perr.'lit to Authorize the act~vities desc:ibe~ herein.
I certify that I am familiar with the tnformationcontained ~n this appl~cnt~on, and
to the best of my knowledge & belief such information is true, complete & Ac~u:ate.. ,
I further certify that I possess the authority to undertake the proposed act~v~tie6.,
All provisions of laws nnd ordinancesgovernin~ this ty?~ of work will be complied w~th
whether specified herein or noe. The granting of a pcrmlt does not presume to give
authority to violate or cancel the provisions of any county, stAte or jederal law
regu la ting cons true tion or pe rfonnance of cons trut t~n, oft,his typ~ ?f faci li t,Y.,.
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S';"~;'\:-~l~n ot a~)pll.c.ai1l'/agenL val
William S. baniels
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Department Use nnlv/
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~c~~DreceiP t: II
Approved by AS6~t.
Direct
a..p~ ic.-.c ion
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