Resolution 084-1978RESOLUTION NO. 84 -1978
WHEREAS, the State of Florida Department of Transportation
proposes to construct a bridge and approaches at Ohio -Bahia Honda
Channel (S.R. 5) Monore County, Florida, Department of Transporta-
tion Project No. 90030-3524, and
WHEREAS, it is necessary for the Board of County Commis-
sioners of Monroe County, Florida, to approve said project, and
WHEREAS, the Department of Transportation has provided the
Board with sketches describing the proposed construction, and
WHEREAS, the State of Florida Department of Transportation
has filed an application for a dredge -fill permit from the State of
Florida Department of Environmental Regulation, and
WHEREAS, a biological survey study has been made by the
Department of Environmental Regulation, and a copy of said report
has been read into the records and duly conisdered at a public
meeting of the Board, and
WHEREAS, the Board of County Commissioners of Monroe
County, Florida, has determined that the issuance of a dredge -fill
permit will not be contrary to the public interest, now, therefore,
BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF
MONROE COUNTY, FLORIDA, that the Board endorses the State of
Florida Department of Transportation proposal to construct a bridge
and approaches at Ohio -Bahia Honda Channel (S.R. 5), Department
of Transportation Project No. 90030-3524 as shown in the proposed
permit drawing and has entered the biological survey as shown in
the attached report into the records of a public meeting.
BE IT FURTHER RESOLVED BY SAID BOARD that certified copies
of this Resolution be forwarded to the State of Florida Department
of Transportation and State of Florida Department of Environmental
Regulations.
Page 1 of 2 Pages
APPROVED ON
ADOPTED by the Board of County Commissioners of Monroe
County, Florida, this 28th day of March, 1978.
Attest-
Clerk-'
BOARD OF COUNTY COMMISSIONERS OF
MONROE COUNTY, FLORIDA
�Vr_
. .
r an Chai
(Seal)
I HEREBY CERTIFY that this document
has been reviewed for legal Suffi-
ciency and that the same meets with
my approval.
By
Attorney's Office
Page 2 of 2 Pages
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VICINITY MAP
FROM MONROE COUNTY HIGHWAY MAP
PROJECT NO. 90030-3524
PROPOSED FILLING AND DREDGING IN OHIO BAHIA HONDA CHANNEL
S. R. 5 MONROE COUNTY
FLORIDA DEPARTMENT OF TRANSPORTATION
MARCH 1977 ALTERNATE D-2 SHEET I OF 15
I SHEET NO. 2 OF 15
0 50 100
0 Existing Bridge to remain
0
In Proposed Bridge
Lk
------------------ ----ti`
Approx. 150
To Key West
iA
0 50 100�
Scale (Ft.)
20
.11
In
Lin. Ft.of Riprap
1,107'±
0 10 20
Scale (Ft.)
L.W.-0.3
l`r
PLAN
roll Bridae Lenath
EL EVATION
Approx_ 125 Lin. Ft. of Ri prap
( See Sheet # 7 for Riprap Details)
To Miom i
I ►n I I I I
I 111 I I I I
N
N
O
TYPICAL SECTION THRU
36"0± Hole for PROPOSED BRIDGE
Pile Driving
FOUNDATION CONSTRUCTION
METHOD
1 FEDERAL AID PARTICIPATINGI
PROPOSED CONSTRUCTION OF
\Minimum
Vertical Clearance M.H.W. = 9.30�
BRIDGE OVER OHIO BAHIA
%j
N
Minimum
Vertical Clearance M.L.W.=10.10� Water Reference
HONDA CHANNEL
LIJ
Existing
Vertical Clearance = 8.0' Datum N.O.A.A.
BRIDGE NO.900105
Of PO
Minimum
Horizontal Clearance=78.00'
Mar. 1977
0
00
FLORIDA DEPARTMENT OF
2 0'
Existing
Horizontal Clearance = 16.0'
TRANSPORTATION
`I SHEET NO.3 OF 15
LEGEND
LIMIT OF TRANSITION ZONE
M H W
MLW
TOE OF SLOPE
SILT BARRIER
PARCEL NUMBER
TEMP FILL ( SUBMERGED LAND)
DREDGE AREA (SUBMERGED LAND)
RUBBLE
FILL AREA ( SUBMERGED LAND AND
TRANSITION ZONE)
�J
T T T TTTTTTT
vvvvvvvvvv
FEDERAL AID PARTICIPATING
I v
PROPOSED FILLING AND
Wo M DREDGING IN OHIO BAHIA
M HONDA CHANNEL ON S. R. NO.5
0 o BRIDGE NO. 900105
MARCH 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
SHEET NO. 4 OF 15
O
cr
Z
- O
QUANTITIES
KEY WEST
END
MIAMI
END.
EST.
FILL
AREA SUBMERGED LAND
0.23
AC
0.03 AC
ffi26
EST.
FILL
AREA TRANSITION -ZONE
0.18
AC
1.53 AC
1.71
AC.
EST.
FILL
VOLUME SUBMERGED LAND
842
CY
-0- CY
842
CY
EST.
FILL
VOLUME TRANSITION ZONE
1253
CY
18,568 CY
.19,821
CY
EST.
DREDGE VOLUME FOR PI L E S
216
CY
FEDERAL AID PARTICIPATINGI
PROPOSED FILLING' AND
DREDGING IN OHIO BAHIA HONDA
CHANNEL ON S. R. NO. 5
BRIDGE NO. 900105
MARCH 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
�-- TO KEY WEST
TO MIAMI SHEET NO. 5 OF 15
STA. 240+13.10 (LEXIST.
STA. 240+04.900 CONST.
SCALE: 1 % 100'
FEDERAL AID PARTICIPATING
PROPOSED FILLING AND DREDGING
IN OHIO BAHIA HO_ NDA CHANNEL
ON S. R. NO.5
BRIDGE NO. 900105
MARCH 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
�- TO KEY WEST
a
W
_z
.J
U
Q
N
.10
M
• W
00
Ir In
Z 0
0 0
rn
TO MIAMI
o .z
---------------
,r R/W _ _ - - 8
Wto
0 Ln
APPROX. END OF '•....o .}
TRANSITION ZONE m
0
Z N
250
w H
N m Cn
.....................,
,EXIST. ROADWAY
R
N SILT BARRIER
ALT..D-
CONST.
'-#- B
APPROX. END OF TRANSITION ZONE
SHEET NO. 6 OF 15
B EXIST. WINGWALL
& BRIDGE TO
REMAIN__
an
W
Z
•'• SILT
U
r, • BARRIE
Q
MI
O SCALE : I"=100'
FEDERAL AID PARTICIPATING
PROPOSED FILLING AND DREDGING
IN OHIO BAHIA HONDA CHANNEL
ON S. R. NO. 5
BRIDGE NO.900105
MARCH 1977
FLORIDA DEPARTMENT OF
- TRANSPORTATION
.4 TO KEY WEST TO MIAMI --1I SHEET NO. 7 OF 15
-- fR/W -- -- '�
255 260
EXIST: BRIDGE TO REMAIN
I
(LEXIST. ROADWAY
m
W
W
J
Z
=
J
V
o
CL CONST. ALT. D - 2
Q
N
�R/W
3L O-Nin.
— --
Edge of Limits of Proposed
Approach Slab Slope Protection
--
„ ,
SCALE I =100
—
�_ �� Edge of Shoulder
I 6 (StoneaSiurry) I- II.
FEDERAL AID PARTICIPATING
and Slurry)
Slope 2:1
PROPOSED FILLING AND DREDGING
M
Natural I Natural
Ground
IN OHIO BAHIA HONDA CHANNEL
W
0
i
Ground This slope to
ON S.R. NO.5.
W
z
O
match RoadwayIII
Lim its of Proposed Fill Slope
BRIDGE N0. 900105
_
Slope Protection SECTION THRU SIDE SLOPE
MARCH 1977
SECTION THRU
FORWARD SLOPE OF
(See Sheet#2 for Limits
FLORIDA DEPARTMENT
OF
_-
PROPOSED
BRIDGE
RI P RAP DETAILS of Riprap)
I TRANSPORTATI ON
a
M
W
00
w- ro
00
20
�--- TO KEY WEST
END OF TRANSITION ZONE
APPROX.
C 265
EXIST. WINGWALL a
TO MIAMI SHEET NO. 8 OF 15
0
�R/W 7
D— —
BRIDGE TO REMAIN 0 EXIST. ROADWAY
L I �
"�I I \ � I I
' JCL CONST. ALT. D-2
0
Lo
SILT BARRIER " W N C
0+
coo c~n
® c\l z
z8
1, l cn to
APPROX.END OF
TRANSITION ZONE
O
2
R/W
--7
® SILT BARRIER
SCALE: I°= 100'
W
z
FEDERAL AID PARTICIPATING
PROPOSED FILLING AND DREDGING
IN OHIO BAHIA HONDA CHANNEL
ON S. R. NO.5
BRIDGE NO. 900105
MARCH 19T7
FLORIDA DEPARTMENT OF
TRANSPORTATION
- - TO KEY WEST
TO MIAMI SHEET NO., 9 OF 15
L
V
N
M
00
CC. to
00
2m
270
EQ
STA. 276+26.55 �_ EXIST.
STA. 276+26.55 �.CONST.
�R/W _
EXIST. ROADWAY
LU
rLCONST. ALT. D-2
J
2
V
APPROX. END OF RA
SILT BARRIER
O
275.
r•-E
11
LE
FEDERAL AID PARTICIPATING
PROPOSED FILLING AND DREDGING
IN OHIO BAHIA HONDA CHANNEL
ON S. R. NO. 5
BRIDGE NO. 900105
MARCH 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
SHEET NO 10 OF 15
N
to
M
W
1
cr
IM
00
ADJACENT
Parcel No.
O
RIPARIAN OWNERS
Owners
STATE OF FLORIDA BOARD OF PARKS AND
HISTORIC MEMORIALS _-
TALLAHASSEE , FL. 32301
O2 WILLIAM ATKINSON
RT. 1 , BOX 788
BIG PINE KEY, FL. 33034
O3 DIVERSIFIED MORTGAGE INVESTORS INC.
225 FRANKLIN ST.
BOSTON , MASS. 10109
u
FEDERAL AID PARTICIPATING
PROPOSED FILLING AND
DREDGING IN OHIO BAHIA HONDA
CHANNEL ON S.R. NO.5.
BRIDGE NO. 900105
MARCH 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
SECTION THRU ROADWAY AT STA. 243+00
SHEET NO. II OF 15
rr. EXISTING ROADWAY
PROPOSED 4 :1 SLOPE I
/ PROPOSED 4:1 SLOPE
5
M HW t0.B0
E L.0.00 M LW - 0.30
SCALE I" = 5' VERT. SEC. A -A
1" = 20' HORIZ.
FEDERAL AID PARTICIPATINGI
PROPOSED FILLING AND DREDGING
a IN OHIO BAHIA HONDA CHANNEL
to
w rI ON S.R. NO.5
o
MAR. 1977
-- zo BRIDGE NO. 900105
00 FLORIDA DEPARTMENT OF
TRANSPORTATION
SECTION THRU ROADWAY AT STA. 252+00
SHEET NO. 12 OF 15
Ot EXISTING ROADWAY
0 j
5 /
MHW +0.80 �-------------
SCALE I" = 5' VERT.
I" = 20' HORIZ.
EL. 0.00 M LW -0.30
SECT. B-B
FEDERAL AID PARTICIPATINGI
PROPOSED FILLING AND DREDGING
IN OHIO BAHIA HONDA CHANNEL
N
ON S. R. NO. 5
0 o BRIDGE NO. 900105
z o MARCH 1977
00 FLORIDA DEPARTMENT OF
TRANSPORTATION
SECTION THRU ROADWAY AT STA. 268+00
�Q- EXISTING ROADWAY
00
i
SCALE I" = 5' VERT.
I" 0 20' HORIZ.
N
U)
M
W I
Ix to00
". v.vv MLW-0.30
SECT. D- D
SHEET NO.14 OF 15
I FEDERAL AID PARTICIPATINGI
PROPOSED FILLING AND DREDGING1
IN OHIO BAHIA HONDA CHANNEL
ON S. R. NO. 5
BRIDGE NO. 900105
MARCH 1977
FLORIDA DEPARTMENT OF
TRANSPORTATION
SECTION THRU ROADWAY AT STA. 275+00
SHEET NO. 15 OF 15
I , C FYICTlmr. RC)enwAY
SCALE I" = 5' VERT.
I"= 20' HORIZ.
SECT. E- E
FEDERAL AID PARTICIPATING
PROPOSED FILLING AND DREDGING
�. IN OHIO BAHIA HONDA CHANNEL
U) ON S. R. NO.5
a o M BRIDGE NO. 900105
Z O MFLORIDA DEPARTMENT OF
0�
TRANSPORTATION
OZHE artt •s
t
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
•' 2562 EXECUTIVE CENTER CIRCLE, EAST
MONTGOMERY BUILDING
TALLAHASSEE, FLORIDA 32301
REUBIN O'D. ASKEW JOSEPH W. LANDERS, JR.
GOVERNOR SECRETARY
June 28, 1977
Monroe County Board of County '
Commissioners
Monroe County Courthouse,� p
Key West, Florida 33040 E G E � �'
Gentlemen:
<ye. Del.
File No. 44-37-3989, Conroe County &
Department of Transportation
Ohio Bahia Honda Channel, (SX4 90030-3524)
Our staff has performed a biological survey for this project and offers
the following comments:
The applicant proposes to construct a 1,107-foot long by approximately
47-foot wide bridge across Ohio Bahia Honda Channel. Approximately
2,095 cubic yards of riaterial will be placed on the Key West approach
and 18,558 cubic yards will be placed on the Miami approach, both
landward and waterward of the mean high water line, to create the
appropriate road sleres. npproxirately 216 cubic yards of r^aterial
will be excavated for the piling installation. All recoverable
spoil will be deposited on uplands within the Department of Transportation
right-of-way.
The surrounding area is developed primarily for recreational use.
The fill area along the Ohio Key is a low lying transition area
which becomes wet only after high tides and/or heavy rains. Vegetation
in this area is composed of buttonwood, red, black and white mangrove,
railroad vine, sea oxeye and cordgrass. Submerged areas are vegetated
with marine grasses and algae.
The fill area along Bahia Honda is vegetated with black mangrove,
sea oxeye and sea purslane. Widening the roadway approach will
eliminate a portion of a small isolated pond. The pond is alternately
wet and dry depending on rain and road runoff conditions. The
perimeter of the pond sustains a red mangrove fringe and no fish or
bottom vegetation were evident. The offshore submert7ed land to be
filled at the Bahia Honda bridge abutmnt was characterized by a
calcareous sand substate and is in the form of a pocket which tends
to entrap floating debris.
Monroe County Co.^missioners
Page two
June 23, 1977
The proposed project will eliminate approximately 2 acres of submerged
and transition areas. It is recommended that the fill areas be
reduced by,,zhz-, ;: the slopes from 4H:1V. to - 1V.;--'onc,• .,the Bahia
Honda bridge approach.
Pursuant to the requirements of ss. 253.124(3), Florida Statutes, the
preceding torrents should be duly considered by the co .mission and read
into the minutes of the meting at which time a determination of local
approval is made.
Sincerely, -
1 �-ZP -77
A. Jean Tolman
Section Administrator
Standard Permitting Section
AJT/ppc
enclosure
cc: Department of Transportation
South Florida Branch Office, D.E.R.
i
Of THE S,T`
y'V s STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
`°oc.e.•" 2562 EXECUTIVE CENTER CIRCLE, EAST
MONTGOMERY BUILDING
TALLAHASSEE, FLORIDA 32301
REUBIN O'D. ASKEW JOSEPH W. LANDERS, JR.
GOVERNOR SECRETARY
June 28, 1977
Monroe County Board of County '
Commissioners --
Monroe County Courthouse
Key West, Florida 33040 � D
Gentlemen: JUN �y 19�
File No. 44-37-3989, H.onroe County ��mn. & R��'s r.a Del
Department of Transportation
Ohio Bahia Honda Channel, (Sdti 90030-3524)
Our staff has performed a biological survey for this project and offers
the following comments:
:
The applicant proposes to construct a 1,107-foot long by approximately
47-foot wide bridge across Ohio Bahia Honda Channel. Approximately
2,095 cubic yards of material will be placed on the Key West approach
and 18,558 cubic yards will be placed on the Miami approach, both
landward and waterward of the r::ean high water line, to create the
appropriate road slopes. Approximately 2160
cubic yards of material
will be excavated for the piling installation. All recoverable
spoil will be deposited on uplands within the Department of Transportation
right -of -gray.
The surrounding area is developed primarily for recreational use.
The fill area along the Ohio Key is a low lying transition area
which becom-es wet only after high tides and/or heavy rains. Vegetation
in this area is composed of buttonwood, red, black and white mangrove,
railroad vine, sea oxeye and cordgrass. Subirnerged areas are vegetated
with marine grasses and algae.
The fill area along Bahia Fonda is vegetated with black mangrove,
sea oxeye and sea purslane. Widening the roadway approach will
eliminate a portion of a small isolated pond. The pond is alternately --
wet and dry depending on rain and road runoff conditions. The
perimeter of the pond sustains a ref mangrove fringe and no fish or
bottom vegetation were evident. The offshore subm--reed land to be
filled at the Bahia Honda bridee abutr)ent was characterized by a
calcareous sand substate and is in the form of a pocket which tends
to entrap floating debris.
d 4
Monroe County Conini ssi oners
Page two
June 28, 1977
The proposed project will eliminate approximately 2 acres of submerged
and transition areas. It is recommended that the fill areas be
reduced- by -ciiangi ng the slopes from 411i:1-u t:) 311- l Y .--. -••-,t ,- r.�z;�hia
`
Honda bridge approach.
Pursuant to the requirements of ss. 253.124(3), Florida Statutes, the
preceding torments should be duly considered by the co.m.ission and read
into the minutes of the meeting at which time a determination of local
approval is made.
Sincerely, -
A. Jean Tolman
Section Administrator
Standard Permitting Section
AJT/ppc
enclosure - -
cc: Department of Transportation t�
South Florida Branch Office, D.E.R.
f
a