Resolution 233-1981RESOLUTION NO. 233 -1981
WHEREAS, the BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY,
FLORIDA, has received an application from. Peter Whittier ,
and
Ti'TF 'PPTF , in cer-pl.iance with State Statute, it is necessary
as part of the permitting procedure to read the following Biological
Assessment into the Record, as follows!
This project involves the placement of 1.845 cubic yards of rirrap
below PIHra to stabilize 380 lineal feet of residential shoreline.
The applicant has also proposed the excavation of 80' x 35' x -6'
MSL boat basin from the uplands, involving 1045 cubic yards. Although
not mentioned in the application, the basin excavation will neces-
sarily involve at least 120 cubic yards below MHW to connect the
basin with deeper offshore waters. Finally, an 80' long by 15' wide
dock is proposed adjacent to the proposed basin.
Incorporated into the basin is a riprap retaining wall which will be
constructed at a +2.0 foot NISL elevation. From this retaining wall
the basin will slope down to MFW for 15 feet, forming a "beach". A.
2.1 side slope will then reach the desired depth of -6 feet MSL,
which will be uniform over the entire basin bottom (final bottom width
of 23 feet) .
On the eastern side of the basin an 80' long by 8' wide perimeter
dock will be constructed for the length of the basin, with riprap
place underneath for stabilization.
The riprap to be placed will be 15 feet wide. The site plans do not
indicate the MLW line on the cross sectional view (Section A), however,
some of the riprap is expected to extend beyond MLW as the applicant
now proposes.
No mention is made by the applicant of the equipment or construction
techniques to be used. Stated purpose of this project is to provide
boat dockage and to prevent shoreline erosion.
The body of water adjoining the applicant's property was partially
dredged from low mangrove -dominated wetlands in the late 1950's or
60's for the purpose of creating waterfront upland sites. Although
this waterbody is partially artificial, it still retains a semblance
of its original open water shoreline in some areas. A country club
and its associated golf course now line most of the shoreline peri-
meter, although several houses are located to the east of the appli-
cant's property. These properties have been vertically bulkheaded.
Because of the spoil characteristics of the shoreline and upland land
base, erosion is common but not severe. The shoreline typically
graduates gently from the erosion 1.-J.r,.e down into the water past MLW
where it then drops sharply to deep water. These deeper waters were
dredged to an unknown depth and have typically low transparency (as
compared to natural outside waters).
Veaetation in the area along the shoreline is, in general, very limited.
The applicant's shoreline is nearly uniform over its entire length.
Small buttonwoods (Conocarpus erecta), black mangroves (Avicennia
germinans) and scattered sea daisy (Borrichia sp.) were observed
along the water line.
The uplands are relatively low and the drop from these uplands to
the littoral shelf is more gradual than that found on many other
higher lots in the area
The graduating shelf from the erosion line down to the edge of the
deep -water dropoff is barren of benthic colonization of any type,
excepting some small snails (Cerithidea sp.). The substrate here
is loose limerock rubble. The only observed biota in the area were
several neddlefish (Strongylura notata). The width of this shelf
varies from ten to twenty feet, at which time there is a sharp drop
in depth.
The primary concern here is water quality maintenance within the pro-
posed basin, Due to the poor water transparency of outside waters,
seagrass or algal _growth over the basin bottom is unlikely. Because
of this and poor water circulation that is expected within the basin,
dissolved oxygen levels could be marginal. It is felt, however, be-
cause of moderate depths and the absence of any detrital buildup
along this shoreline that this basin should not develop oxygen defi-
ciencies in violation of water quality standards.
Of secondary concern is the waterward extent of the riprap placement
as it is proposed. By placing the riprap beyond the line of MLW, a
potentially valuable marine substrate will be eliminated.
Based upon biological and water quality criteria, in accordance with
Chapters 253 and 403 of the Florida Statutes and Chapters 17-3 and
17-4 of the Florida Administrative Code, approval of this application
is recommended with the following conditions suggested:
1. Riprap should not be placed below the line of MLW (total
width of riprap not to exceed 12 feet).
2. A backhow should be used for all basin dredging to insure
an even and. controlled depth of -6 feet MSL.
3. Turbidity screens should be used during all dredging
activity.
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 Commissioners of Monroe County
Florida, this 28th day or July r 19 81
at a regularly scheduled meeting.
(Seal)
Attest: ,�4�' CLLR
RALPR W. `ffi
�c - M.
0 6 Clerk
BOARD OF COUNTY COMMISSIONERS OF
MONRO NTY, FLORIDA
By ter- ,
Mayor
APPAOYEO AS TO FORM
AWt�QA�t Sf/M�I�CY.
A 01101's Ofte
i(�_
-. 2 --
B,3 +AHD 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
OUNTY TF ONROE
KEY WEST,RIDA33040
(305) 294 4641
Monroe County Legal Department
Key ingest, Florida 33040
OFFICE OF:
Henry F. Weinkam, Director
Building, Planning & Zoning
P.O. Box Room 216 Wing II
Public Service Building
Stock Island, Fla.
33040
w A'�•
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_ 1 5 -
its P1�.�-� �;:r.' •;... # �
i SC✓. �, �
moo
— PLANNING,
BUILDING & ZONING DEPARTMENT PERMIT
MONROE _ PERMIT FOR EXCAVATION, THE DEPOSIT OF NO.
COUNTY 1 J FILL, OR
STRUCTURAL ACTIVITIES IN THE
\\- ` WATERS OR WETLANDS OF MONROE COUNTY
1)
Property owners name & mailing address
2) Date
FOR DEPARTMENT USE ONLY
Peter Whittier
Mar. 16, 81
1300 West 4th Street
Resolution No.
Los Angeles, Ca. 90017
3) Phone number
213-482-2600
Date:
ocal 743-7447
4)
Contractor or agent's name, mailing address & phone number
N/A Owner Builder
5)
Legal description of property:
Section 15 Key Boot
Key Subdivision Tropic Isle
Township 66 S Lot 16,
17, 18 Block
Range 32 E Street, road
or mile marker Mocking Bird Lane
Volume of material: dredged/excavated
filled deposited
c.y. +630 c.y. c.y. -5000 c.y.
waterward landward
waterward landward
of M.H.W. of T4.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 COILMISSIONERS
OF MONROE COUNTY, FLORIDA
Biologist Comments - Restrictions or Special Conditions if any:
Rip -rap seawall not be placed below 1ILW line,
Bottomof boat basin be sloped, making the landward end 1.5-2.0' higher than
the opening to allow for better tidal flushing and water circulation.
Provisions be made, by the applicant, to prevent the beach sand from eroding
and slumping into the water, and
Use of turbidity screens during excavation
Copy in File Date
Building Official
C i-3 Li ref ! L' / T (1 i (�' C r-� i i r i �. + r
y-.4. T 1 r-- lr�-Y ..,•4'T�' - 7._ I I t F 1 u' I' i ,, r 1, i v 1
J I U,I�r or ,(_. LV (� i1uI—!iU tc+� ter+4�-.iarr�s+-- L .,tEcarti_er,7 Ucc'
G L (Z16
1'1j p S� 3) Phone n ember
Los k-A 0 �f 0 A3 - L$q a b o o
4) Contractor or agent's name, ma
5) Legal description of property:
Section,
Township, _
Range,
(if acreage)
ng address & p
cone number
rill — 3 ,It. R/
Key,ykt0pN Subdivision"�Q,{�,�,i,
Lot, ��Block,
Street, road or mile marker,
6) Describe tMe proposed activity, methods of construction & amount of material, (in cubic
yards), to be excavated or discharged.
5kJV_ V ,a car
dredged/excavated filled/depnsi Pd
volume of material:
c•y+_G A c.y. c.y -'.SO c.y.
waterward landward waterward landward
of M.H.W. of M.N.W. of M.H.W. of M.H.W.
Name, address & zip code of adjoining property owners whose property affronts water way.
N�AQ�-CZA y EJ P% Sir %'-VH
VA
�N`i��� �y t-3�5
This completed application form will be accompanied by the following, or it will
NOT be processed.
a) Two (2) sets of drawings, on Sz x 11 paper, showing location, plot plan, top view
and cross section of proposal, drawn to scale.
b) A Lion processing fee as follows:
5.0 for. dredFe, fill, do;t.s ,R any structures affronting natural water bodies.
$10.00 for vertical seawalls on man-made bodies of water.
$25.00 for aTiy combination of the above activities per site. j
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 further certify that I possess the author-ILy i.0 undertake th-c proposed activities.
All provisions of laws and ordinances governing this type of work will be complied
with, whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any count.),, state fed al law
regulating cr_,n truction or performance of constructio f the e o ar
For Denartment Use On
Person accepting application
3 N[A-
X2
S i q ture of applicant/ agent Dat
Fee & receipt
pproved by ,'assistant Director
C,3st of permit Estimated cost of construction
7
i
Y��- '��i 1' nn-r:�.,,.1 ���..�• .. .. 1 ., ..
J V :J
Tf�
:)At
J.� • _
r,(11,m? i'r�'.fOr'
T S A✓�.'�:_+.JS
,••te�n ��
OT
f7T
'
C.••T�T,T• Y
., �JJ_
'
'
' q�
SJ,�+vmlJ7.v:�
•�' TTMY1
rl �.';AwJ. ��r,
/r/'1 ^ T T 2
-
�n���•✓
L v.
nr�'�
1 r z D.. .JA1: .r. ..
'�.0.11 BASll,
(SwO�T' JJ.1�iG'.Li_'� .''.�.1!.�i�..�J}f •`l1'.'_JJ�.'�.Ji:J���w'_J.
• .iJ rn •r M. f"^ J. C w 1 LT m
/
�:J,.vT.d✓'J:.�� Xa.l'15 �rJUTS JJi11JCO�V1JJb%''
rC�'f^'ACwORS
T�T f TV T ^TC
C�Jna:.A: I CAJ.3 \0.
/T
.n ., i•� +. fl1•� '. ..`^'�I+1 T)^V m .
, t-�
�AN.7 "EA.J..}i DE- w '. }Jl�::� J. ' N :..
7AG::Ej P,JAA\i JJJJn P.J:..:..1.
C^��, T Sys,.,-.,,.
xA" w
cT•?- -v; P..{.11.A. c0�'tiEca.�01 - Arr..JJI� �C. �^ �^ m .
T mT Sl1.J 7)L L\, :D�J.�. ?ZA,.VI�.��
Pn LVA E RO' 0 �
P RTVAa3 WELT
v
T1 mYT'1, m+! m �- HAVE
...� -'y+•� n�"j ...1 T•tr �'�-"+\ ^"1 ;" S A' � .+mac �Y� oN ANM .'C 1 :. _.
M T•!-"1+11�1f�\ t' r -� a - A V JJ .�'`1-'Jr•• 1d �I LL }:- .-J✓ .L}w.n. A rrl
.r .L w �.}/.i. ^^J.1 m T '�^ ' cT �' 7 ,'JA7,,, S AND OA�.I.A\!1:\TC.:J� G �i' .^.. _.
.0 �^ -RUE
AND, Cop C:. A�!J ..,,OJ�.O�J O. ._.^., 0
IJ iA� 1J rJ .<.. 1�,J1.J •� 'Sr C Y.♦ O. �1/�/:. • ..•
f•1•T"- m♦I "1 /�•'•1 �,•�+"1� f,•TT T �]r+ rO��Y T'� �ri :.ww �r/}w1JAAAAJw �JJ �•. J. J� J. a.J.�.-J .:..\ `• \ f
„_ .,. +J P_J J� 11 •4 '/(.I.JJ.LJ .J.J V lA .J.-._� .. T m`� `O: Cr�ANr-f-
;�.,.m•.,.`Tr•1 n,„y A ^^'V'TT ES '0' •�-,—, '�' 1 r:.. \��J �iU��.O:��l. l,f m'�0 'V .:. :J f!... .J v:_J.
A :J;.:IJ. J�O1U 1 .1. J A�u7U1.J 'Jo
rn�-_. � �a:?�•..1lf'/Tor^(�l'_l1-!Cf1►.:�TSryVATJ'1 J.'l•d
��',r�+i�i��:,�l/��JJ .LA•1;'
R`G13LATIEN0 CO S RIVTC_:O G.,OANY nCAL. S"1 0�
O.-Il0l^YOA\SmVJ..
r.,nr,m O.� r, ��TT ^Y'TT +'�.L:`rC SwG1A:. V w
P.J. ,l.l..6 �d v .1..IJD G.
n ^
� �/ 11 mow. V } L✓' .V
r•IT rlrm'1T(/y T A�-.. ;�v V
�JJJJJV w nS V AwJ
f ATc
.LJv . .. �i
rn
nlr*> d.'J:.AJJS'J.AJJ.L•-t..LM. -:
t r,1''1\C� w4
,
i
PLAT i
SIP• Z>=��•1 WAIL' - I- `4� r t, r trm.,_- 'i:
8, OM
%o
.o' 2ti4o PTczK
2xo P7
tz)ecVio�-1 All
E -ova
r�Loo
-6
1• � fin`
O T,
LA
PURPOSE:
DATUM
ADJACENT PROPERTY OWNERS:
Qiarry & Eva Smith
CJ-9 Ivygreen Ct., Snyder, N.Y. 14226
'Lorraine Parks n
_ "S9_W. Lake, -Road S_MFSHEET,[ten
SKAr]EATELES. N.Y. 13152
Cdo
12' gum � lo" TAP tr�4 Piu�JC�
��%A►TI � � �-3 2 � . � Q. oP M�17�
PCi{ SK 23-033
I N MAI�lADE LAKE
AT BOOT KEY
COUNTY OF E STATE FT�U=A
APPLICATION CAT I ON BY Peter Wfllttler
F
`sS
,'• ZOO Ikt^
Tar t�t�� +4•0�
Av�
+4.or 5D C�RQAQ Qr-1 WPt1.
{20
�ea,c� •' r
2
,3
arA
6
i
, S
4
CA 7 2 5" �' i' 6 6
A.,r =�
JLI A
P�PO pO^ MICRO RTRT R
z� 1 f
J�G� O
B0-t
M
wr-
s •--- - .. ..... III w.'„ . ,
PURPOSE To provide Boat Dockage & Prevent Erosion of Shoreline
DATUM MSL
AOJACEHT PROPERTY OW4ERS: IN MANMADE LAKE
(:D Harry & Eva srdth AT BOOT KEY
7i9 Ivygreen Ct., Snyder, N. Y. 14226
- Z0kr-&tne Parks— COUNTY OF MDNME STATEF7-ORIEDA
69 W.Lake--Road AFfticArlcm my Peter Whittier
SKANEATFLt!-q ' N-Y - 1 11 52 __ SHEET ( OF L DATE 3-6-81
I I.
i
jw- VIJ 111V1 1
C.Uk i b�, strict 2
JERRY HEhNANDEZ, JR., District 3
GEOAGE E. DOLEZAL, District 4
DON SCHLOESSER, District 5
:, � ^"'•'emu..:::,:: -r . ' ;;�
OUP Y o-OIVROE
;..
KEY WEST,FLORIDA33040 �o
�_. (305) 294.4641
IV�lif' !.1
Stock Island
P.O. BOX
Key nest, FL 3304
We will be unalbe to continue processing your application
until we receive the `.ollowina item(s):
Notification that site has been surveyed and
clearly marked
A vegetation map, showing; wi3.J. ch trees are to
be removed or kept
Purpose and intended use of project
Method of construction or clearing
Construction plans, (top, side and cross section)
/Z-/ Dept. of Environ. Rea. and/or U.S. Army Corps of
Engineers permits .required.
Other
1
Please call if you have any questions, (305-294-8426).
Sincerely,
Building Department
j`
A.
TOPS `- FORM 3397 LITHO IN U. S. A.
DEPARTMENTAL CORRESPONDENCE
DATE J111Y 14, 19U1
SUBJECT T1hittier. P. Rip -ran seawall._boat basin and docks.
To Henry Wainkam, Director DEFT Planning, Building E Zoning
FROM RobP_rt Dennis. Environ. Biol. DEP'T Plannini, Building & Zoning
LEGAL
T7SP 66S, RGE 32E9 SECT 10, Lots
16917, 18, Tropic Isle, Boot Key.
Zonin is Pli-1.
INTRODUCTION:
This application is to be reviewed by the Board of County
Commissioners in accordance with Chapter 19-111(a)(2) and
(b) (4) of the ,,tonr.oe County Code.
DISCUSSION:
Applicant proposes to place 31)0 linear feet of rip -rap along,
his waterfront property t`lat abuts an unnamed lake. A tributary/
canal connects this lake with Sisters' Creels,
Approximately 1345 c.v. of rip -rap will be placed beloi:T the
j111W line in the construction of the seawall (see DER report).
Also 'proposed is an 10' x 35' x -6' TISL boat basin to be
excavated `rom the uplands (631?t c.y.). Accordin^ to the DER
report, another 120 c.y. will be needed to connect the basin
wit", the deeper waters of the lake. Rip -rap boulders will be
used to line the interior of the basin. All excavated material
:Till be placed on the applicants' upland property (presently
devoid of vegetation except for grasses).
In addition, two 10 ft. lon x 3 ft. wide wooden docks 1.1ill
be constructed. The first will be built adjacent to tEle boat
slip and parallel to t'ie shoreline on Lot 17 and the second will
be built alonry the eastern side of the basin. Sand, to create
a beach, N-rill ')P placed along the western and .southern edges of
to basin.
At the nr.esent time a principle structure has not been
'.milt on the site (but see letter dated June 24, 1981).
T'ie attached Dept. Environmental Regulation report di3cusses
this project in ,!r.eater detail and should be consulted for
additional information.
TOPS ,�' FORM 3397 LITHO IN U. S. A.
DEPARTMENTAL CORRESPONDENCE
DATE July 14 1981
SUBJECT Whittier, Peg Rin.-rap sei wall. boat basin and docks
To -- Henry WEinka*n, Director DEP'T Planning. Building & Zoning
FROM Robert Dennis Environ Biol. DEP'T Planning. Building & Toning
page two
REASON FOR PROJECT:
Boat dockage and shoreline protection.
RECO'V-!EnPIATI021:
Approval with the f_ollowinc, stipulations:
1. Rip -rap seawall not be placed below riLid line,
2. Bottom of boat basin be sloped, making the
landward end 1.5-2.0 ft. higher than the opening
to allow for better tidal flushing and water
circulation,
3. Provisions be made, by the applicant, to
prevent the beach sand from erodinry and slumping
into the 'rater, and
4. Use of turbidity screens during excavation.
RD/jf
r
.. 1
DEPARTMENT OFF ENVIRONMENTAL REGULATION
PERMIT APPLICATION APPRAISAL
File No..44-41074-5E
County: Monroe
Applicant Name: Peter Whittier
Address: 1300 W. 4th Street, Los Angeles, Ca. 90017
Agent (if applicable): N/A i
Address:
Date: 5-26-81
Location of project: Section(s) 15 !Township 66S Range 32E
Section(s) ;Township Range
I
Local Reference:.: Mockingbird Lane Tropic Isle Subdivision Marathon
Water Body: Tributary to Sister's Cr ek
Water Classification of Project Area: TTT Adjacent Waters: III
Aquatic Preserve:
Outstanding Florida Waters:
On site inspection by: John A. M Tgr
Date of Inspection: £i2_s� Original Application: Yeses No_
Revised Application: Yes NoX_ Date: Date of 2nd Insp.
Biological and Water Quality 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
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)
Z-1
WHITTIER, PETER
#44-41074-5E
Monroe County - Boot Ivey
Page Two - _
A. This project involves the placement of 1845 cubic yards of
riprap below 11HI-1 to stabilize 380 lineal feet of residential
shoreline. The applicant has also proposed the excavation of
an 80' x 35' x -6' MSL boat basin from the uplands, involving
1045 cubic yards. Although not mentioned in the application,
the basin excavation will necessarily involve at least 1ZU
cubic yards below MHW to connect the basin with deeper offshore
.waters. Finally, an 80' long by 15' wide dock is proposed
adjacent to the proposed basin.
Incorporated into the basin is a riprap retaining wall which
will be constructed at a +2.0 foot MSL elevation. From this
retaining wall the basin will slope down to 1411W for 15 feet,
forming a "beach". A 2:1 side slope will then reach the
desired depth of -6 feet MSL, which will be uniform over the
entire basin bottom (final bottom width of 23 feet).
On the eastern side of the basin an 30' long by 8' wide peri-
meter dock will be constructed for the length of the basin,
with riprap placed underneath for stabilization.
The riprap to be placed will be 15 feet wide. The site plans
do not indicate the MLW line on the cross sectional view
(Section A), however, some of the riprap is expected to extend
beyond MLW as the applicant now proposes.
No mention is made by the applicant of the equipment or construc-
tion techniques to be used. Stated purpose of this project is
to provide boat dockage and to prevent shoreline erosion.
B. The body of water adjoining the applicant's property was partially
dredged from low mangrove -dominated wetlands in the late 1950's
or 60's for the purpose of creating waterfront upland sites.
Although this waterbody is partially artificial, it still retains
a semblance of its original open water shoreline in some areas.
A country club and its associated golf course now line most of
the shoreline perimeter, although several houses are located to
the east of the applicant's property. These properties have been
vertically bulkheaded.
Because of the spoil characteristics of the shoreline and upland
land base, erosion is common but not severe. The shoreline ty-
pically graduates gently from the erosion line down into the
i
WHITTIER, PETER
#44-41074-5E
Monroe County - Boot KeY
Page Three
water past MLW where it then drops sharply to deer water. These
deeper waters were dredged to an unknown depth and have typically
low transparency (as compared to natural outside waters).
Vegetation in the area along the shoreline is, in general, very
limited.
C. -The applicant's shoreline is nearly uniform over its entire
length. Small buttonwoods (Conocar us erecta), black mangroves
(Avicennia erminans).and scattere seadaai-sy (Borrichia sp.)
were observe a,ong the water line.
The uplands are relatively low and the drop from rhese uplands
to the littoral shelf is more gradual than that found on many
other higher lots in the area.
The: graduating shelf from the erosion line down to the edge of
the deep -water dropoff is barren of benthic colonization of any
type, excepting some small snails (Cerithidea sp.). The sub-
strate here is loose limerock rubble. The only observed biota
in the area were several needlefish (Strongylura notata). The
width of this shelf varies from ten to twenty feet, at which time
there is a sharp drop in depth.
D. The primary concern here is water quality maintenance within the
proposed basin. Due to the poor water transparency of outside
waters, seagrass or algal growth over the basin bottom is un-
likely. Because of this and poor water circulation that is
expected within the basin, dissolved oxygen levels could be
marginal. It is felt, however, because of moderate depths and
the absence of any detrital buildup along this shoreline that
this basin should not develop oxygen deficiencies in violation of
water quality standards.
Of secondary concern is the waterward extent of the riprap place-
ment as it is proposed. By placing the riprap beyond the line of
MLW, a potentially valuable marine substrate will be eliminated.
WHITTIER, PETER
#44-41074-5E
Monroe County - Boot KeY
Page Three
water past MLW where it then drops sharply to deer water. These
deeper waters were dredged to an unknown depth and have typically
low transparency (as compared to natural outside waters).
Vegetation in the area along the shoreline is, in general, very
limited.
C. -The applicant's shoreline is nearly uniform over its entire
length. Small buttonwoods (Conocar us erecta), black mangroves
(Avicennia erminans).and scattere seadaai-sy (Borrichia sp.)
were observe a,ong the water line.
The uplands are relatively low and the drop from rhese uplands
to the littoral shelf is more gradual than that found on many
other higher lots in the area.
The: graduating shelf from the erosion line down to the edge of
the deep -water dropoff is barren of benthic colonization of any
type, excepting some small snails (Cerithidea sp.). The sub-
strate here is loose limerock rubble. The only observed biota
in the area were several needlefish (Strongylura notata). The
width of this shelf varies from ten to twenty feet, at which time
there is a sharp drop in depth.
D. The primary concern here is water quality maintenance within the
proposed basin. Due to the poor water transparency of outside
waters, seagrass or algal growth over the basin bottom is un-
likely. Because of this and poor water circulation that is
expected within the basin, dissolved oxygen levels could be
marginal. It is felt, however, because of moderate depths and
the absence of any detrital buildup along this shoreline that
this basin should not develop oxygen deficiencies in violation of
water quality standards.
Of secondary concern is the waterward extent of the riprap place-
ment as it is proposed. By placing the riprap beyond the line of
MLW, a potentially valuable marine substrate will be eliminated.
I-THITTIER, PETER
#44-41074-5E
Monroe County - Boot Ivey
Page Four
E. Based upon biological and water quality criteria, in accordance
with Chapters 253 and 403 of the Florida Statutes and Chapters
17-3 and 17-4 of the Florida Administrative Code, approval of
this application is recommended with the following conditions
suggested:
1. Riprap should not be placed below the line of MLW (total
width of riprap not to exceed 12 feet).
2. A backhoe should -be used for all basin dredging to insure an
even and controlled depth of -6 feet PTSL.
3. Turbidity screens should be used during all dredging activity.
JO A. MaR, N-V. EC. II
Date: Ju 981
Read: �
EN BOE
JAM/ dvo
P1CHARD G. COLVAL�M AlJ
June 24, 1981
r, 1:obert Dennis
Monroe County Building & Zoning
Public Services Building
Wing 2, Stock Island
Key West, Florida 33040
Re: Dredge & Fill Permit for Mr. & Mrs. Peter Whittier
Sombrero Properties, Boot Key, Marathon.
Dear Mr. Dennis:
i_.nclosed herewith is a letter from �'DER°t a.d their report
which is to be included in the Whittier's application.
If everything is in order, we would appreciate having
this application agended at the next County Commission
meeting in Marathon.
Please be advised that we intend to submit drawings for
a building permit shortly on..this same property. also
enclosed is a copy of a letter from Mr. Whittier authorizing
me as his agent.
Sincerely,
Richard G. Colville, AIA
CC. Mr. 1•eter Whittier
Mr. _:ichard W. Cantrell, LER Dredge & Fill
Supervisor
3201 GOLF COURSE BOULPVARD
PUNTA .�ORDA, FLORMA 33950
STATE OF FLORIDA
DEPARTMENT Or ENVIRONMENTAL REGULATION
SOUTH FLORIDA BRANCH OFFICE
June 16, 1981
Peter Whittier
c/o Richard Colville, Architect
257 Sunset Drive
Islamorada, Florida 33036
Monroe County, File No. 44-41074-5E,
Rip-ap, Boat Basin
Dear 'LIr. . Whittier:
BOB GRAHAM
GOVERNOR
JACOB D. VARN
SECRETARY
As we advised you on 3-27-81 your application is
incemple ce without local aoproval , p'.:rsuant to Section 25.1.124,
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 per•.T.it a-pplication to the Board of County
Co=issioners/City Council or their authorized permitting
authority. Section 253.124, Florida Statutes, states that the
county ccrnissicn1'ci+_,7 council ". . ,shall have in hand the
(biological) report and findings thereof." It further states,
"The report shall be --ead into the record aad duly considered
at the same meeting at w;�ich the board of county commissioners
or other authorized body takes `inal action on the application
for pe=it. "
You will need to obtain a copy of the mi.nutE ss of the meeting
or an appropriate indicaticn of the local a?proval. This
letter, resolution or copy of t; y3 minata s ahou?d be sent to
this office. Your application will r�,mair i.nc-m-lete vi.thcu~
valid local approval, 1-f you have any concerning
this nrocedlare, oleasa ccntact _"s.
R f. C ,,, }L-
Erclosure
DEF. To= 17-I.122 (50)
:i << F Ll L Sugar . _sor
.,, L) T
ii = i lL.
ionroe Count'.- - Boot i�ev
Page Two
A. This project involves the placesent of 1�45 cubic yards of
Sze 330 lineal feet of residential
shore ll;:e :he Inplicant. .as also, nroPosec! -ne excavation of
an 30' :: 35' :ti basin troi:,, `-he k
,�rinvolving
n0: i
e: �iioned in the application,
the I)0 exca1"ar-ion ,i 11 necessariiy in oi'.-e at least 12U
cubi-c -:aru1� belo-: to connect the basin .:itn deeper offshore
waters . Fi nail- , an 3U' long by 15' tide dock, is proposed
adjacent to the oronosed basin..
inco,-porateci int^ �-ne hasin is a rinran retainin-- t•,all which
will be construc.eL! at a 1-20 foot "?:;?. elevation. From this
retainin. - -:all t',e Da _ -;i 11 slope c o cr, to ' ur, f
or 15 feet,
a "beach" _{. :' : 1 side- Slone l then reach the
desired depth oec{ "'SL, hick- wi11 be uni form over the
entire basin botto 1 ! -in.al bottom .:idth: of 23 feet-).
On th _ ea ern side ,f " he basin an wide peri-
mc tc: day, ::ill be construct•I f r the length of the basin,
T1ith placed underneath; for stabili_ation.
the riprap to h,e piacc'ch iiE' i5 tee` [:1CC'. the site plans
do nct indi cL to the ':L: line on the croc:; sectional view
(SeCriO-, .' ; . howe,,:,er, sorie of the rinr:.p is e:�_aected to extend
bevond is the a7- , ic�.nt
1i0 mEnt'_O; 1S ::' C ;', hr applic in',� of the ecuinment or construc-
tion tecnniques Lo ne USed. Stated 1*"T)(. ,;E o)I t:his project is
to prox,'' D--oat coc'--c- an., to -„-e-:en:_ S"oreline erosion.
U. -i]E' bU(1" ad;c)-:r— ET L". 2nn I?l' TPronerty was T)artially
o =, o =e e~1;ind the late 1950's
A.l ,n f �_r,.l! r,lnnd sites.
thcl.h, ?�S ;a.c it still retains
.n some areas.
_ ::c c . _ _ic` _ine mos t of
i �'... s ,17e located to
have been
c
_ _ c r ne and upland
r S lOre� Llle t%,_
l c, , ��:. -.:n into the
7
4 10' D
`Monroe Councv - Boot
Pale Three
water past "!L'.,: where it then drons sh.jr-)1v t-,,
deeperwar--ers were dred- -i - - -no -p Veen water. These
co
dc,)� and have typicallv
.L.OW trans pa --enc,,,- (as comT�ared to n�ar_ural ou'-side, waters) .
Ve-etation in i.h.0 area a?on- the shoreline is, in general, very
r
C The anpl-_cant's shlbreline is nearly unifor^' over its entire
length. Small butt=% -oods (Conok-L'rT-)us erect,,:), -I ICI- man -roves
(Avicen,nia and scall_�C�e(l sea cla:sv (11'orrichi�i ST).
?�rere observed al-e—zv. U'Le -vLI-_er line.
The uplarLs are --elL -,ativel, j-,,- 7 �-,:e IrOT)
to the littoral_.;e uplands
Eour..d C,
other higInler lots c- rea . 'I many
- ; - - ., .- 'L I to
c -7 , c�ua 1' s �T) �, 1 `--O-m tl�,_, e ro S ion I inc, do� n the edge of
the c�,e7),,acer droT-.)oL-f is :,D,-,Lrren, of �enii ��c co'onization, of any
tVDi e-,je cpLin�' L -
-1 '' SOne SMaI -LI I snail; (CeriLlnide;i s-,,). sub-
strate sub-
s�rae 'lore is louse limerock rL.bbit_ Iiie onl observed
serveti biota
in the area were several needlefish Mr i norata). The
'__h OF �:'nis shelf varic?s from ten Co
��i ur a
there is a sham drop, in death at which --ime
D. The ,j is 7.7('jLc,- quality m_aq;Lnf_-enance ��ithir. the
0 r C p s c? d, basin. DUE to the o 0. r 'Ic,'r 'rans;-arencY oi 0,,_,tsie
sea gra,,, or -11, -
over the
basin botto7, is un-
ly o,-- _)O�J-r ?,7,j t:eIr circulation that is
ex-pccted t, I -
levels Could be
m a i7,-i P7 T 11 ()�,.7ever, because coder
- 1, �_,' '. c - S P- 0 1 r- �epths an.'
a bs , r
=-ICC, OL ri U--
shoreline thn�
e-, j., en C e n
violation of
C- C o n -7
C,
rii)raT) -,Iace-
I 'T I e o n C1 t h C,
lire of
eL"
,!�..rch 16, 1981
To Whom It May Concern:
"ichard G. Colville shall act as my ag"nt for the
pro-ject on Lots l6; 17 ,anC lcu- on Sombrero Properties,
Boot Rey, ilorida.
Signed.
OF 2v
J
:t '9
+A v
Peter Whittier
Felicity Whittier