Resolution 052-1981
RESOLUTION NO.
52
-1981
. ,
WHEREAS, the BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA,
has received an application from CHARLES MCCARTHY, and
WHEREAS, in compliance with State Statute, it is necessary as part of
the permitting procedure to read the following Biological Assessment into
the Record, as follows:
The Applicant proposes the construction of an "L-shaped" breakwater and
a boulder riprap seawall along his Florida Bay waterfront property shoreline
on Plantation Key to create a private, protected small boat harborage. The
proposed porous breakwater will be constructed of 175+ cu. yds. of coral rock,
provided with a concrete veneer cap and elevated to approximately+2.0 ft. (NGVD).
Said breakwater will extend approximately 60 ft. into state waters from applicant's
extreme southern shoreline and associated "L-section" will continue approximately
67 ft. northward from the waterward end of this shoreline extension. Entire
breakwater will be approximately 7 ft. wide and constructed to allow flow-through
circulation. The proposed riprap seawall will be constructed of 15+ cu. yds.
of boulder riprap (with 5+ cu. yds.deposited waterward of MHW line)~ provided
with a 5+ ft. wide concrete cap and elevated to approximately +4.0 ft. (NGVD).
An additional 130~ cu. yds. of clean fill material will be deposited behind
said seawall (i.e. backfilled) to complete shoreline stabilization. This riprap
seawall will extend approximately 75 ft. following natural, existing shoreline
and upland contours to existing shoreline stabilization structures (i.e. seawalls)
at both adjacent properties.
The proposed construction will involve no materials excavation. Entire area
of fill deposition (i.e. breakwater and seawall w/backfill) will be less than
0.1 acre. All construction materials will be trucked to site via existing
roadways and applicant's uplands. During construction, turbidity diapers will
be placed as necessary to prevent contamination of state waters.
Applicant's property is a rectangular tract of land (approx. 75' wide by
160' long) in High Point Subdivision of Plantation Key. High Point Subdivision
consists primarily of single family residences (S.F.R. 's), many of which are
already existing in area. Applicant's property is bordered to the north and
south by existing S.F.R. 's, to the east by Rolling Hill Road and to the west by
Florida Bay. Florida Bay waters adjacent to applicant's property shoreline are
contiguous with the "outstanding waters" of Everglades National Park as defined
in Section 17-3.041 (FAC). The existing S.F.R. bordering applicant's northern
property boundary (also two neighbors farther north) is equipped with shoreline
stabilization and porous breakwater structures very similar to those proposed here.
All appear to be in excellent condition with good cJrculation and water quality.
Several, 30 to 40 ft. diameter, lush beds of turtlegrass (Thalassia testudinum)
were observed growing in these basins in addition to several species each of
algae, sea anemone and fish. In addition, Florida spiny lobsters (Panulirus argus)
and cerinths were observed occupying existing niches in riprap structures.
Personal communication with applicant revealed that all of these breakwater systems
have been existing 5+ years. The S.F.R. bordering applicant's southern property
boundary is equipped with both a concrete seawall and an "L-shaped" dock of the
same approximate dimensions as the breakwater proposed here. All of these basin
structures are presently in service with several small boats observed occupying
spaces in same.
The upland areas on applicant's property have all been previously scarified
and are presently vegetated only with lawn grass and isolated palm trees.
A concrete housepad is also existing on said property uplands.
Page 1 of 3
CHARLES McCARTHY
RESOLUTION NO. 52-
-1981
The majority of the proposed riprap seawall backfill will be placed in said
property's transition zone (approx. 15 ft. wide along entire 75 ft. property
shoreline). This transition zone is presently in natural condition and vegetated
by a variety of flora including buttonwood (Conocarpus erectus), white mangrove
(Laguncularia racemosa), sea purslane (Sesuvium spp), sea daisies (Borrichia spp) ,
beach carpet (Philoxerus vermicular is) , bay cedar (Suriana maritima), saltwort
(Batis spp), swamp lillies (Crinum americanum) and several species of grasses.
Predominant transitional substrate is shallow soil layer over coral marl.
Submerged areas in proposed project area are similarly in natural condition.
Several species of red, brown and green (Acetabularia spp, Batophora spp,
Penicillus spp, Caulerpa spp) algae were observed growing primarily in inshore
areasin addition to several small (10 ft. diameter) patches of turtlegrass
(~testudinum). Inshore submerged substrate consists primarily of coral marl
with limerock rubble and shallow sand layer covering certain areas. Beyond this
area (15+ ft. from shoreline), submergent vegetation exists only in small (1-5 ft.
diameter) patches of algae and grasses on a predominantly open, sandy bottom.
Marine fauna observed in project area included several species of sea anemones,
cerinths, fish (Scarus spp, Abudefduf spp, Haemulon spp, Lutjanus spp, Anchoa spp,
Acanthurffi spp, Holocanthus spp, Pomacanthus spp, Strongylura spp, Sphyraena spp)
and several spiny lobster (panulirus spp). Observed water quality throughout
project area appeared excellent with adequate depth (3-4 ft. MW) for safe small
boat navigational access.
The direct impact of the proposed project will primarily be in the immediate
areas associated both with the riprap seawall and backfill placement and with
the porous breakwater installation. The riprap seawall and associated backfill
will result in the removal and loss of all of the transitional vegetation cited
above affecting an area of approximately 1100 sq. ft. Since no excavation is
required for this work, this portion of project should have no other deleterious
affects on environment. In addition, proposed riprap construction should be
beneficial in providing additional shoreline habitat area. The proposed break-
water will cover 900+ sq. ft. of submerged lands presently occupied primarily
only by small (1-5 ft. diameter) patches of seagrass and algae. Only substantial
loss of submergent vegetation will be in the removal of one, 10 ft. square
(100 sq. ft.), patch of turtlegrass (~ testudinum) presently growing in inshore
area of proposed breakwater waterward extension. Remainder of submergent area
to be impacted by said breakwater is predominantly open, sandy bottom. In addition,
proposed breakwater should provide a significant increase in submergent habitat
for marine flora and fauna.
In the longer term, the only expected environmental impact will be in the
addition of some hydrocarbon pollutants to state waters from boat motor
maintenance and operation procedures. However, since the proposed basin area is
private and intended only to service on S.F. R. it is expected that any such
additions will be minimal in this instance. In addition, it is expected that,
provided the proposed flow-through circulatory aspects of the breakwater design
function properly, said breakwater will result in a productive mini-reef system
and protective area for seagrass growth promotion as was observed in adjacent
breakwater system.
Page 2 of 3
CHARLES McCARTHY
RESOLUTION NO. 52
-1981
BE IT RESOLVED BY THE BOARD OF COUNTY CO~lISSIONERS 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
, 19
81
of Monroe County, Florida, this 24th day of February
at a regularly scheduled meeting.
BOARD OF COUNTY COMMISSIONERS OF
MONROE COUNTY, FLORIDA
'c. 01)
J
Mayor
(Seal)
Att~;t: .
~C~~
erk
AHIfOVEDM TO FORM
BY -~;.iL
A.. ,..,.011_
Page 3 of 3
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BOARD OF COUNTY COMMISSIONERS
Wilhelm'ina Harvey, District 1
Curt Blair, District 2
Mayor Protem Jerry Hernandez, Jr., District 3
MAYOR George E. Dolezal, District 4
Ken Sorensen, District 5
_~ 17 rv---
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OFFICE OF:
Planning & Zoning Dept.
Public Service Center
Key West, Fl 33040
(305) 294-4641
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Monroe County Legal Department
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:
l. Certificate of Complete Enclosures Y'"
2. Permi t ~
3. Application for Permit t.--
4. Site Pl an '--'
5. Location Map V-
6. County Biologist Report J,--
7. DER Assessment J--
8. Resolution t..--
BY --f5~. .'-~
Administrative Secretary
DATE ~rn
ZONING: RU-l
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TOPS' FOR.. 8397 LITHO IN U. S. A.
DEPARTMENTAL CORRESPONDENCE
DATE Fehruary 3,1981
SUBJECT
11 c Car t 11 y, B rea k l.r ate ran d rip - rap sea lol all
To
Hen ry l-lein kam
DEP'TDirector. Planning, Blde. & 7nning
Environmental Biologist
DEP'TPlannin!?:. Building & 7nning
FROM
Robert Dennis
LEGAL
THSP 63s, RGE 38e, SECT. 7, High Point
Subdivision, Lot 20, Block 1, Plantation
Key. Zoning is RU-l.
PURPOSE:
This project is to he reviewed by the Board of County
Commissioners in accordance lolith Monroe County Ordinance
13-1980; fill helow mean hi~h water.
DISCUSSION:
Applicant proposes to construct an "L-shaped" boulder
breakwater and rip-rap seawall along his Florida Bay water-
front. The breakwater will extend approximately 60 ft. into
the Bay and then making a right an~le turn to parallel the
shoreline for approximately 67 ft. The breakwater will be +2.0
feet (NGVD) and 7 ft. wide. In addition, approximately
175 cubic yards of coral rock will be required. Three flolol
through culverts will be constructed as shown on the attached
drawing.
The proposed seawall will be approximately 75 ft. long.
and will require 15 cubic yards of rip-rap boulders (5 c.y.
placed waterward of MHW). Hehind the seawall will be placed
130 cubic yards of backfill.
A species list is provided by the attached Dept. of Environ.
Reg. report. The environmental impacts of the proposed project
is' also detailed.
INTENDED USE:
The rip-rap seawall will prevent erosion of applicant's
property and the breakwater will provide wave protection for
a private hoat basin.
:,. j.~
LITHO IN U.., A. "
DEPARTMENTAL CORRESPONDENCE
DATE February 3, 1981
SUBJECT
McCarthy. Breakwater and rio-rao seawall
To
P a Po e t t-lO
DEP'T
FROM
DEP'T
EVALUATION:
As noted in the DER report, this project will result in
the 109s of transitional vegetation and impact small (1-5 ft.
diamet er) pat che 9 0 f a eagras sand alp,ae. .'
On the other hand, other similar breakwaters in the area
have provided protective waters enabling seaBrasses to take
root. The rip-rap seawall and breakwater will provide habitat t
for other marine plant and animal species.
RECOHHENDATION:
Approval with, the fOllowinR conditions:
1). Filter fabr~c be used in the rip-rap seawall to
prevent upland runoff,
2). Turbiditi curtains he used durinR construction and
especially dttrin~ placement of backfill.
3). Rip-rap seawall be placed first followed by backfill,
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DIR. PLNG., ZONING BLDG.
NOTES:
DER and Army Corpspermics required.
DER bio-survey attached.
RD I j f
OE?AR"'(MENT OF ENVIRONMENTAL REGULATION
To:
For Rou'109 To Di,tric. Officcn
And/Or Tn O.hor Than Th. Addr~ , ~. .
......... I
Locln,' ~~~~...~~>
Loc.n. .
SllIt" 01' Flortd.
To:
INTEROFFICE MEMORA~DUM
To:
Loc.n.:
DII.e:
From:
FROr-1 :
Philip Barbaccia, South Florida District Branch Office
Pamela A. Sperling, Bureau of Permitting iDtt!-
TO:
DATE: November 25, 1980
SUBJECT: File No. 44-33122-5E
I have reviewed the material provided by Hr. Robert Routa of
Roberts and Egan, P.A. concerning file no. 44-33l22-5E.
Essentially I agree with Mr. Eric Loken's suggestion to place
two 36" culverts in the southwest section of the breakwater,
one 20' from the shoreline and a second 40' from the shoreline.
However, in addition to the above I suggest the following
changes be made:
a. A third 36" culvert be placed near the natural bottom
in the northwest section of the breakwater, 20' from
the elbow.
b. The opening between the existing breakwater on lot 19
and the proposed breakwater be increased to a minimum
of 25'.
If the above suggestions are accepted by the applicant, I see
,.no further need for a hydrographic study. I would appreciate
seeing final drawings for this project and would appreciate
your informing Mr. Routa of this request.
PAS/js
H6 . R.-v 7/76
RL - _. JEO DEe 1 5 1980
3201 GOLF COURSE BOULEVARD
PUNTA GORDA, FLORIDA 33950
BOB GRAHAM
GOVERNOR
JACOB D. VARN
SECRET ARY
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
SOUTH FLORIDA BRANCH OFFICE
December 10, 1980
Dr. Charles McCarthy
c/o Post, Buckley, Schuh & Jernigan
10 Palms Plaza
Homestead, Fla. 33030
Monroe County, File No. 44-33122-5E,
Breakwater, Florida Bay
Dear Dr. McCarthy:
- Enclosed is a site inspection report and comments from our hydrographic
engineer indicating that your project, as proposed, will have an adverse
impact on the environment. However, with the modifications suggested by
Eric Loken and Pam Sperling, the impact could be lessened to an extent
which would eliminate the justification for the denial recommendation.
Please consider these modifications. If you.feel that you can modify
your proposal as indicated, or in some other manner which would reduce the
adverse impact on the environment, please submit a revised sketch/letter
of agreement to the changes by December 23, 1980.
If we have not from you by this date or if you do not wish to modify
your proposal as suggested, we will continue to process your application
as submitted.
Eric Loken of the Marathon office will be glad to answer any questions
you may have concerning the suggested modifications. Phone (305) 743-
5955.
PAB/wb
cc: Eric Loken
Pam Sperling
Sincerely,
Ayc;: ~.~~
Phili~ A. Barbaccia
Environmental Specialist
uriginal I) ,wd on 10000f rr.c)'clt..d paper
McCARTHY, CHARLES
#44-33122-5E
Monroe County - Plantation Key
Page Two
A. The applicant proposes the construction of an ilL-shaped"
break,vater and a boulder riprap seawall along his Florida
Bay waterfront property shoreline on Plantation Key to create
a private, protected small boat, harborage. The proposed porous
breakwater will be constructed of 175+ cu. yds. of coral rock,
provided with a concrete veneer cap and elevated to approximately
+2.0 ft. (NGVD). Said brea~vater will extend approximately 60 ft.
into state waters from applicant's extreme southern shoreline
and associated ilL-section" will continue approximately 67 ft.
northward from the waterward end of this shoreline extension.
Entire breakwater will be approximately 7 ft. wide and constructed
to allow flow-through circulation. The proposed riprap seawall
will be constructed of 15+ cu. yds. of boulder riprap (with 5+
cu. yds. deposited waterward of MHW line), provided with a 5~-ft.
wide Concrete cap and elevated to approximately +4.0 ft. (NGVD).
An additional 130+ cu. yds. of clean fill material will be
deposited behind said seawall (ie. backfilled) to complete shor~-
line stabilization. This riprap seawall will extend approximately
75 ft. following natural. existing shoreline and upland contours
to existing shoreline stabilization structures (ie. seawalls) at
both adjacent properties.
The proposed construction will involve no materials excavation.
Entire area of fill deposition (ie. breakwater and seawall wI
backfill) will be less than 0.1 acre. All construction materials
will be trucked to site via existing roadways and applicant's
uplands. During construction, turbidity diapers will be placed
as necessary to prevent contamination of state waters.
B. Applicant's property is a rectangular tract of land (approx. 75'
wide by 160' long) in High Point Subdivision of Plantation Key.
High Point Subdivision consists primarily of single family
residences (S.F.R.'s), many of which are already existing in area.
Applicant's property is bordered to the north and south by existing
S.F.R. 's, to the east by Rolling Hill Road and to the west by
Florida Bay. Florida Bay waters adjacent to applicant's property
shoreline are contiguous with the "outstanding waters" of
Everglades National Park as defined in Section 17-3.041 (FAC).
The existing S.F.R. bordering applicant's northern property
boundary (also two neighbors farther north) is equipped with
shoreline stabilization and porous breakwater structures very
similar to those proposed here. All appear ~o be in excellent
condition with good circulation and water quality. Several, 30
to 40 ft. diameter, lush beds of turtlegrass (Thalassia testudinun)
were observed growing in these basins in addition to several species
each of algae, sea anemone and fish. In additi0n. Florida SDiny
lobsters (Panulirus argus) and cericth. were 0"~~ved occupying-
McCARTHY, CHARLES
{f44- 3 3122- 5E
Monroe County - Plantation Key
Page Three
existing niches in riprap structures. Personal communication
with applicant revealed that all of these breakwater systems
have peen existing 5+ years. The S.F,R bordering applicant's
southern property boundary is equipped with both a concrete
seawall and an "L-shaped" dock of the same approximate dimen-
sions as the breakwater proposed here. All of these basin
structures are presently in service with several small boats
observed occupying spaces in same.
C. The upland areas on applicant's property have all been previous-
ly scarified and are presently vegetated only with lawn grass
and isolated palm trees. A concrete housepad is also existing
on said property uplands.
The majority of the proposed riprap seawall backfill will be
placed in said property's transition zone (approx. 15 ft. wide
along entire 75 ft. property shoreline). This transition zone
is presently in natural condition and vegetated by a variety of
flora including buttonwood (Conocarpus erectus). white mangrove
(Laguncularia racemosa). sea purslane (Sesuvium spp) , sea daisies
(Borrichia spp). beach carpet (Philoxerus vermicularis). bay
cedar (Suriana maritima). saltwort (Batis spp) , swamp lillies
(Crinum americanum) and several species of grasses. Predominant
transitional substrate is shallow soil layer over coral marl.
Submerged areas in proposed project 'area are similarly in natural
condition. Several species of red, brown and green (Acetabularia
spP. Batophora spP. Penicillus spp, Caulerpa spp) algae were
observed growing primarily in inshore areas in addition to several
small (10 ft. diameter) patches of turtlegrass (T. testudinum).
Inshore submerged substrate consists primarily oX-coral marl with
limerock rubble and shallow sand layer covering certain areas.
Beyond this area (15+ ft. from shoreline). submergent vegetation
exists only in small (1-5 ft. diameter) patches of algae and
grasses on a predominantly open. sandy bottom. Marine fauna ob-
served in project area included several species of sea anemones.
cerinths. fish (Scarus spP. Abudefduf spp, Haemulon spp. Lutjanus
spP. Anchoa spp, Acanthurus spP. Holocanthus ~PP. Pomacanthus Sp?
Strongylura spP. Sphyraena spp) and several spiny lobster
(Panulirus spp). observed water quality throughout project area
appeared excellent with adequate depth (3-4 ft. MW) for safe small
boat navigational access.
D.
The direct imoact of the proposed project will primarily be in t~e
immediate areas associated both with the riprap seawall and
backfill placement and 'vith the porous break\07ater installation.
The riprap seawall and associated backfill 'vill result in the
McCARTHY, CIUffiLES
#44-33122-5E
Monroe County - Plantation Key
Page Four
removal and loss of all of the transitional vegetation cited
above affectin~ an area of approximately llnn sq. ft. Since no
excavation is required for this work, this portion of project
should have no other deleterious affects on environment. In
addition, proposed riprap construction should be beneficial in
providing additional shoreline habitat area. The proposed
breakwater will cover 900+ sq. ft. of submerged lands presently
occupied primarily only by small (1-5 ft. diameter) patches of
seagrass and algae. Only substantial loss of submergent
vegetation will be in the removal of one, 10 ft. square (100 sq.
ft.), patch of turtlegrass (T. testudinum) presently growing in
inshore area of proposed breaKwater waterward extension. Re-
~mainder of submergent area to be impacted by said breakwater is
predominantly open. sandy bottom. In addition. proposed break-
water should provide a significant increase in submergent habitat
for marine flora -and fauna.
In the longer term. the only expected environmental impact will
be in the addition of some hydrocarbon pollutants to state waters
from boat motor maintenance and operation procedures. However,
since the proposed basin area is private and intended only to
service one S.F.R. it is expected that any such additions will be
minimal in this instance. In addition. it is expected that,
provided the proposed flow-through circulatory aspects of the
breakwater design function properly, said breakwater will result
in a productive mini-reef system and protective area for seagrass
growth promotion as was observed in adjacent breakwater system.
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~~ PLANNING, BUILDING & Z00fING DEP ARTI-IENT PERNIT
MONROE PE&~IT FOR EXCAVATION, THE DEPOSIT OF NO.
COUNTY '~~. FILL, OR STRUCTURAL ACTIVITIES IN THE
-- ~ WATERS OR HETLANDS OF MONROE COUNTY
1) Property ow~ers name & mailing address 2) Date FOR DEP ARTI-1ENT USE ONLY
Dr. Charles McCarthy Resolution No.
138 North Rolling Hill Road 3) Phone number
Tavernier, Fl 33070
(305 ) Date:
852-5522
4) Contractor or agent's name, mailing address & phone number
Post, Buckley, Schuh & Jernigan, Inc.
10 Palms Plaza
Honestead, Fl 33030
5) Legal description of property:
Section 8 Key Plantation Subdivision High Point
Township 63 S Lot 20 Block 1
Range 38 E Street, road or mile marker 140 No. Rolling Hill Road
-
Volume of material: dredged/excavated filled/deposited
-
c.y. c.y. 180 ,+ c.y. 50+ c.y.
waten,rard landward waterward landward
of H.H.H. o f ~1. H . W . of M.H.W. of N.H.W.
ZONING: RU-1
INTENDED USE: Rig-trap.seawall will prevent erosion of property and breakwater will provide
pr ect10n tor a pr1vate boat bas1n.
Cost of Pernit Estimated cost of Construction
Approved by
Chairman
BOARD OF COUNTY CO~~ISSIONERS
OF NONROE COUNTY, FLORIDA
Biologist Comments - Restrictions or Special Conditions if any:
"Approval with stipulations of Biologist-see report"
CoPy in File
Date
Building Official
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1) Property owners name & mailing
Dr. Charles McCarthy
138 North Rolling Hill Road
Tavernier, FL 33070
PLANNING. BUILDING & ZONING DEPARTMENT
PERMIT APPLICATION FOR EXCAVATION. THE
DEPOSIT OF FILL, OR STRUCTURAL ACTIVITIES
IN THE WATERS OR WETLANDS OF MONROE COUNTY
address 2 Date For De artment
June 25, 1980
Use Onl'
MONROE
COUNTY
'3) Phone number
(305) 852-5522
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4 Contractor or agent1s name, mailing address & phone number
Post, Buckley, Schuh & Jernigan, Inc.
10 Palms Plaza
Homestead, FL 33030
5) Legal description of property:
Section,
8
Key,
Pl anta ti on
Subdivision, High Point
Township, 63 So.
Range, 38 Ea.
(if acreage)
Lot,
20
~lock, .
1
Street, road or mile marker, 140 North Rolling Hill Road
6) Describe the proposed activity, methods of construction & amount of material, (in cubic
yards), to be excavated or discharged.
(See attached)
volume of material:
dredqed/excavated
filled/deposited
7) Name, address & zip
o c.y. 0 c.y.
waterward landward
of M.H.W. of M.H.W.
code of adjoining property owners
1 80+ c. y . 50+ c. y .
waterward landward
of M.H.W. of M.H.W.
whose property affronts water way.
Brown, Elgie
136 No. Rolling Hill Road
Plantation Key, FL 33070
Thomas E. Smith
Box 1120
142 No. Rolling Hill Road
Tavernier, FL 33070
This completed application form will be accompanied by the following, or it will
NOT be processed.
\
I
a) Two (2) sets of drawings, on 8!z X 11 paper, shm,-ing location, plot plan, top view
and cross section of proposal, drawn to scale.
b) Application processing fee as follows:
$25.00 for dredge, fill, docks OR any structures affronting natural water bodies.
$10.00 for vertical seawalls onlTIan-made bodies of water.
$25.00 for any combination of the above activities per site.
Application is hereby made for a permit to authorize the activities described herein.
I certify that I am familiar with the information contained in this application, and
to the best of my knowledge & belief such information is true, complete & accurate.
I further certify that I possess the authority to undertake the proposed activities.
All provisions of laws and ordinances governing this type of work will be complied
with, whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any county, state or federal law
regulating construction or performance of construction of this type of facility.
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Siqnature of applicant/ aaent l1atel
IFor Department Use Onlyl
Person accepting application
'$;2'; " ~'- 7 C ';b
Fee & receipt if
Approved by Assistant Director
Cost of permit
Estimated cost of construction
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AGENT/ENGINEER: .. ..
Post. Buckley. Schuh &~migln.,Inc.
10 Pal. Plaza Bu11ding . '.- />~.,'
Homestead. FL 33030JUL'I' 5 "/98"'0"', .
" (305) 664-4628
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APPLICANT:
Or. Charles McCarthy
138 No. Rolling Hill Road
Tavernier, Fl 33070
(305) 852-5522
7/10/80
1 of 2
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APPLICANT:
Dr. Charles McCarthy
138 No. Rolling Hill Road
Tavernier, Fl 33070
(305) 852-5522
AGENT/ENGINEER:
.Post, Buckley, Schuh & Jernigan.
10 Palms Plaza Building
Homes tead, FL 33030
(305) 664-4628
7110/80
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