2014-28498 Reso RESOLUTION NO. 2014-28498
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, . FLORIDA, ACCEPTING THE FINDINGS AND
RECOMMENDATION OF THE CITY MANAGER IN DECLARING AN
EMERGENCY PURSUANT TO SUBSECTION 287.055(9)(c)(6)(a)(1), FLORIDA
STATUTES, ALL AS MORE SPECIFICALLY SET FORTH IN THIS
RESOLUTION AND THE ACCOMPANYING COMMISSION MEMORANDUM;
AND, AS PERMITTED PURSUANT TO SECTION 2-367(e) OF THE CITY
CODE, WAIVING, BY 5/7THS VOTE, THE COMPETITIVE BIDDING
REQUIREMENT, FINDING SUCH WAIVER TO BE IN THE CITY'S BEST
INTEREST, AND AUTHORIZING THE CITY MANAGER TO TAKE THE
FOLLOWING ACTIONS TO PROCURE THE NECESSARY EMERGENCY
DESIGN AND CONSTRUCTION SERVICES, PURSUANT TO A NEGOTIATED
DESIGN-BUILD CONTRACT FOR THE REMAINING STORMWATER PUMP
STATIONS FOR 6TH STREET, 10TH STREET AND 14TH STREET, WITH THE
FIRM OF BERGERON LAND DEVELOPMENT, INC., THE FDOT
CONTRACTOR FOR THE ALTON ROAD IMPROVEMENTS PROJECT, IN THE
NOT TO EXCEED AMOUNT OF $11,250,000: 1) PREPARE, WHETHER
THROUGH THE CITY'S PUBLIC WORKS DEPARTMENT, OR THROUGH
RETENTION OF AN OUTSIDE DESIGN CRITERIA PROFESSIONAL, AS
DETERMINED BY THE CITY MANAGER, A DESIGN CRITERIA PACKAGE
(DCP) WHICH COMPLIES WITH THE SPECIFICATION SET FORTH UNDER
SECTION 287.055(2)0), FLORIDA STATUES; 2) UPON COMPLETION OF
THE DCP, AUTHORIZING THE CITY MANAGER TO NEGOTIATE AND, IF
SUCCESSFUL, EXECUTE A DESIGN-BUILD CONTRACT WITH BERGERON
FOR THE PROJECT; WITH A GURANTEED MAXIMUM PRICE (GMP); AND
FURTHER, IF THE CITY MANAGER IS SUCCESSFUL IN NEGOTIATING THE
CONTRACT, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE
THE CONTRACT.
WHEREAS, on June 5, 2009, Alton Road, specifically at 14" Street (CVS Pharmacy)
and 10th Street, experienced severe flooding caused by a 9.3 inch rainfall event with a duration
of 3.5 hours; and
WHEREAS, on June 4, 2010, Alton Road, specifically at 14th Street (CVS Pharmacy)
and 10th Street, experienced severe flooding caused by a 3.7 inch rainfall event with a duration
of 3.0 hours; and
WHEREAS, on July 2, 2010, Alton Road, specifically at 14th Street (CVS Pharmacy) and
10th Street, experienced severe flooding caused by a 2.1 inch rainfall event with a duration of
2.0 hours; and
WHEREAS, on September 20, October 19, and December 4, 2013, the City experienced
severe tidal flooding caused by King Tides of 0.9 ft above mean high water, in the area of Alton
Road, at 14th Street, 10th Street, and at West Avenue, severely impacting both pedestrian and
vehicular traffic; and
WHEREAS, the National Oceanic and Atmospheric Administration (NOAA) has
predicted King Tides for October 8, 2014, to be 1.2 feet above the mean high water; and on
November 5 and 8, 2014, to be 1.0 feet above the mean high water tidal flooding (higher than in
2013); and
WHEREAS, the Florida Department of Transportation (FDOT) has Alton Road under
construction from 5th Street to Michigan Avenue (the Alton Road Improvement Project), and
WHEREAS, FDOT has designed 6th Street, 10th Street, and 14th Street as pumped
stormwater basins, with the stormwater pump stations to be constructed within the ROW of
Alton Road to be completed by the Spring 2015; and
WHEREAS, Bergeron Land Development, Inc (Bergeron) is the FDOT contractor who is
in the process of redesigning the stormwater pump stations at the street end of 6th Street, 10th
Street and 14th Street as a cost saving initiative for FDOT; and
WHEREAS, to avoid continued tidal flooding and severe flooding caused by high
intensity rainfall events, the City must build its own stormwater pump stations at the same
locations of the street ends of 6th Street, 10th Street, and 14th Street; and
WHEREAS, to avoid coordination problems and construction delays, the City would
benefit from using the same contractor selected by the FDOT procurement process (i.e.
Bergeron); and
WHEREAS, sufficient supporting documents has been provided to the City Manager and
with due consideration of emergency conditions projected by NOAA for King Tides in the Fall of
2014; and
WHEREAS, based upon initial negotiations with Bergeron, to build duplicate pump
stations at the same locations, the estimated costs for the duplicate pump stations is not to
exceed $3.2M each, for a total of $9.6M, with a 10% contingency for unforeseen conditions and
for construction management; totaling $11.250M.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND THE CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, accepting the findings and
recommendation of the City Manager in declaring an emergency pursuant to subsection
287.055(9)(c)(6)(a)(1), Florida Statutes, all as more specifically set forth in this resolution and
the accompanying commission memorandum; and, as permitted pursuant to Section 2-367(e) of
the City Code, waiving, by 5/7ths vote, the competitive bidding requirement, finding such waiver
to be in the City's best interest, and authorizing the City Manager to take the following actions to
procure the necessary emergency design and construction services, pursuant to a negotiated
design-build contract for the remaining stormwater pump stations for 6th street, 10th street and
14th street, with the firm of Bergeron Land Development, Inc., the FDOT contractor for the Alton
Road Improvements Project, in the not to exceed amount of $11,250,000: 1) prepare, whether
through the City's Public Works Department, or through retention of an outside Design Criteria
Professional, as determined by the City Manager, a Design Criteria Package (DCP) which
complies with the specification set forth under Section 287.055(2)(j), Florida Statues; 2) upon
completion of the DCP, authorizing the City Manager to negotiate and, if successful, execute a
design-build contract with Bergeron for the project; with a Guaranteed Maximum Price (GMP),
and further, if the City Manager is ful in negotiating the contract, authorizing the Mayor
and City Clerk to execute the
PASSED AND AD •t , a ry, 201 . .
ATTEST- APPROVED AS TO
INCORp C) T ~� 7+� �y-�� FORM &LANGUAGE
E0: &FOR EXECUTION
Mayor
Rafael lbranado, City Clerk �'' ,' •••°
T:WGENDA\2014\February\6th, 10th and 14tri SS r et ns Bids Resoultion(final).doc&
�_:�._��-•�_ � ttorney ate
COMMISSION ITEM SUMMARY
Condensed Title:
A Resolution Of The Mayor And City Commission Of The City Of Miami Beach, Florida,
Accepting The Findings And Recommendation Of The City Manager In Declaring An Emergency
Pursuant To Subsections 287.055(3)(A)(1) And (9)(C)(6), Florida Statutes, All As More
Specifically Set Forth In This Resolution And The Accompanying Commission Memorandum;
And, As Permitted Pursuant To Section 2-367(E) Of The City Code, Waiving, By 5/7ths Vote,
Competitive Bidding Requirements, Finding Such Waiver To Be In The City's Best Interest, And
Authorizing The City Manager To Take The Following Actions To Procure The Necessary
Emergency Design And Construction Services For The Project, Pursuant To A Negotiated
Design-Build Contract: 1) Prepare, Whether Through The City's Public Works Department Or
Through Retention Of An Outside Design Criteria Professional, As Determined By The City
Manager A Design Criteria Package (DCP) Which Complies With The Specification Set Forth
Under Section 287.055(2)(J), Florida Statues; 2) Upon Completion Of The DCP, Authorizing The
City Manager To Negotiate And, If Successful, Execute A Design-Build Contract, With A
Guaranteed Maximum Price (GMP) For The Duplicate Stormwater Pump Stations For 14th Street,
10th Street And 6th Street With The Firm Of Bergeron Land Development, Inc. Who, As The
FDOT Contractor For The Alton Road Improvements With The Mayor And City Clerk To Execute
A Contract Not To Exceed Total Costs Of $11,250,000 subject to a proposed Capital Budget
Amendment scheduled for March 5, 2014.
Key Intended Outcome Supported:
Improve storm drainage citywide
Supporting Data (Surveys, Environmental Scan, etc.): During a recent customer survey 44%
of residents and 45% of businesses rated storm drainage as excellent or good.
Item Summa /Recommendation:
The Florida Department of Transportation (FDOT) is constructing Alton Road from 5 th Street to
Michigan Avenue. The existing drainage system of Alton Road has a combined stormwater piping
for both FDOT and the City's stormwater runoff. The FDOT proposed design requires a
separation of the City's stormwater and the FDOT stormwater. FDOT will only be building a
pump system specifically for the runoff from Alton Road. The FDOT plans do not include any
improvements on the City's existing outfalls. When complete, the FDOT stormwater system will
have a pump station operating to handle stormwater runoff and have a built in device to prevent
tidal flooding. The City stormwater drainage system will continue to allow tidal flooding.
FDOT will not complete their stormwater pump stations until the summer of 2015 and has no
plans to prevent tidal flooding of the Alton Road ROW for the King Tides schedule to occur on
October 8, 2014. The City's ROW of West Avenue, Bay Road at 14th Street and 10th Street will
have no protection from tidal flooding. To protect life, health and property the City Manager can
declare a state of emergency.
The Public Works Engineering Division has discussed design and construction of similar
stormwater pump stations coordinated with FDOT contractor Bergeron Land Development Inc.,
who has designed the FDOT pump station at 6th Street, 10th Street, and 14th Street to provide for
the future drainage requirement for 6th Street, 10th Street, and 14th Street west of Alton Road for
the City. Bergeron Land Development, Inc. has estimated the cost of each of the pump stations
to be $3.2 M. Contingency and project management costs are proposed to total $11,250,000
subject to a proposed Capital Budget Amendment scheduled for March 5, 2014.
THE ADMINISTRATION RECOMMENDS ADOPTING THE RESOLUTION.
Advisory Board Recommendation:
N/A
Financial Information:
Source of Funds Amount Account
$11,250,000 South Point Capital Funds (389) $3.750 M for 6 St. and from
Water line of credit 429)$7.5 M for stormwater project
Total $11,250,000
Financial Impact Summary:
City Clerk's Office Legislative Tracking:
Sign-Offs.
Department Dir ctor Assistant City City Man er
ETC MT JLM
TAAGENDA\2014\February\6th 10th and 14th Street pump stations aver of Bids Summary(final2).docx
/�, I B EAC u Agenda Item _
J`� [ l Date 2' 2
MIAMI BEACH
City of Miami Beach, 1700 Convention Center Drive,Miami Beach, Florida 33139,www.miamibeachfl.gov
COMMISSION MEMORANDUM
TO: Mayor Philip Levine and Members of the City C mission
FROM: Jimmy L. Morales, City Manager
DATE: February 12, 2014
SUBJECT: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, ACCEPTING THE FINDINGS AND
RECOMMENDATION OF THE CITY MANAGER IN DECLARING AN
EMERGENCY PURSUANT TO SUBSECTIONS 287.055(3)(A)(1) AND
(9)(C)(6), FLORIDA STATUTES, ALL AS MORE SPECIFICALLY SET
FORTH IN THIS RESOLUTION AND THE ACCOMPANYING
COMMISSION MEMORANDUM; AND, AS PERMITTED PURSUANT TO
SECTION 2-367(E) OF THE CITY CODE, WAIVERING, BY 5/7THS VOTE,
COMPETITIVE BIDDING REQUIREMENTS, FINDING SUCH WAIVER TO
BE IN THE CITY'S BEST INTEREST, AND AUTHORIZING THE CITY
MANAGER TO TAKE THE FOLLOWING ACTIONS TO PROCURE THE
NECESSARY EMERGENCY DESIGN AND CONSTRUCTION SERVICES
FOR THE PROJECT, PURSUANT TO A NEGOTIATED DESIGN-BUILD
CONTRACT: 1) PREPARE, WHETHER THROUGH THE CITY'S PUBLIC
WORKS DEPARTMENT OR THROUGH RETENTION OF AN OUTSIDE
DESIGN CRITERIA PROFESSIONAL, AS DETERMINED BY THE CITY
MANAGER A DESIGN CRITERIA PACKAGE (DCP) WHICH COMPLIES
WITH THE SPECIFICATION SER FORTH UNDER SECTION
287.055(2)(J), FLORIDA STATUES, AND; 2) UPON COMPLETION OF
THE DCP, AUTHORIZING THE CITY MANAGER TO NEGOTIATE AND, IF
SUCCESSFUL, EXECUTE A DESIGN-BUILD CONTRACT, WITH A
GARANTEED MAXIMUM PRICE (GMP) FOR THE REMAINING
STORMWATER PUMP STATION FOR 6TH STREET, 10TH STREET AND
14TH STREET WITH THE FIRM OF BERGERON LAND DEVELOPMENT,
INC. WHO, AS THE FDOT CONTRACTOR FOR THE ALTON ROAD WITH
THE CITY MANAGER AND CITY CLERK TO EXECUTE A CONTRACT
NOT TO EXCEED TOTAL COSTS OF $11,250,000 SUBJECT TO A
PROPOSED CAPITAL BUDGET AMENDMENT SCHEDULED FOR
MARCH 5, 2014.
ADMINISTRATION RECOMMENDATION
Adopt the resolution.
6"Street, 10th Street and 14th Street pump station waver of Bids Memo
City Commission Meeting
February 12, 2014
Page 2 of 4
FUNDING
$3,750,000 South Point Capital Fund 389
$7,500,000 Line of Credit Fund 429
$11,250,000 Total
BACKGROUND
The Florida Department of Transportation (FDOT) is constructing Alton Road from 5th Street to
Michigan Avenue. The FDOT project has been designed as the complete reconstruction of
Alton Road including three stormwater pump stations: one at 6th Street, one at 10th Street and
one at 14th Street. The current design has two of these pump stations located in the middle of
Alton Road and the third in the middle of 5th Street. The FDOT is considering relocating the
pump stations to the City ROW at the street ends at the Bay.
The existing drainage system of Alton Road has a combined stormwater piping for both FDOT
and the City's stormwater runoff. The FDOT proposed design requires a separation of the City's
stormwater and the FDOT stormwater. FDOT will only be building a pump system specifically
for the runoff from Alton Road. The FDOT plans do not include any improvements on the City's
existing outfalls. When complete, the FDOT stormwater system will have a pump station
operating to handle stormwater runoff and have a built in device to prevent tidal flooding. The
City stormwater drainage system will continue to allow tidal flooding.
FDOT will not complete their stormwater pump stations until the summer of 2015 and has no
plans to prevent tidal flooding of the Alton Road ROW for the King Tides schedule to occur on
October 8, 2014. The City's ROW of West Avenue, Bay Road at 14th Street and 10th Street will
have no protection from tidal flooding.
ANALYSIS
The Stormwater Management Master Plan has reported the area east of Alton Road and Alton
Road west to the Bay will be affected by tidal flooding and major rainfall events. Rainfall events
of June 5, 2009 of 9.3 inches, 3.5 hours duration caused severe flooding and loss of property.
A rainfall event of June 4, 2010 of 3.7 inches, 3 hour duration caused severe flooding and loss
of property. A rainfall event of July 2, 2010 of 2.1 inches and 2 hour event duration caused
severe flooding and loss of property.
In the fall of 2013, the City experienced severe tidal flooding. On September 20, 2013 the
National Oceanic and Atmospheric Administration (NOAA) projected high tide was 0.9 feet
above the projected mean high water elevation of 0.67 ft NAVD causing tidal flooding at or
higher than 1.57 ft NAVD. NOAA has published tide predictions for October 8, 2014 for 1.2 feet
above the projected mean high water elevation of 0.67 ft NAVD for a tidal flooding elevation of
1.87 ft NAVD.
When the FDOT project is complete, the FDOT system will be pumped and the City system will
remain a gravity flow. The result will be continuing tidal flooding on West Avenue, Bay Road, 6th
Street, 10th Street, and 14th Street east and west of Alton Road. FDOT will not complete their
stormwater pump station until the summer of 2015. The projected tidal flooding in October and
November 2014 is predicted to be at a higher stage than experienced 2013.
If the City takes no action, 6th Street, 1 0th Street, and 14th Street east and west of Alton Road
6th Street, 10th Street and 14th Street pump station waver of Bids Memo
City Commission Meeting
February 12, 2014
Page 3 of 4
and West Avenue and Bay Road, will experience tidal flooding at a higher elevation than the
2013 King Tides.
To protect life, health and property the City Manager can declare a state of emergency. Per
subsections 287.055(3)(x)(1) and (9)(c)(6), Florida Statutes, all as more specifically set forth in
this resolution and, as permitted pursuant to section 2-367(e) of the city code, waiving, by 5/7ths
vote, competitive bidding requirements, finding such waiver to be in the city's best interest, and
authorizing the City Manager to take the following actions to procure the necessary emergency
design and construction services for the project, pursuant to a negotiated design-build contract:
1) prepare, whether through the City's Public Works Department or through retention of an
outside Design Criteria Professional, as determined by the City Manager a design criteria
package (DCP) which complies with the specification set forth under section 287.055(2)(j),
Florida Statues; 2) upon completion of the DCP, authorizing the City Manager to negotiate and,
if successful, execute a design-build contract, with a guaranteed maximum price (GMP) for the
remaining stormwater pump station for 14th street, 10th street and 6th street with the firm of
Bergeron Land Development, Inc. who, as the FDOT contractor for the Alton Road with the
Mayor and City Clerk to execute a contract not to exceed total costs of$11,250,000.
FDOT selected Bergeron Land Development Inc., as the contractor through a competitively bid
procurement process. To avoid problems and construction delays, the City believes that it
would be in its best interest to use the same contractor selected by the FDOT procurement
process.
The Public Works Engineering Division has discussed design and construction of similar
stormwater pump stations coordinated with FDOT contractor Bergeron Land Development Inc.,
who has designed the FDOT pump station at 6th Street, 10th Street, and 14th Street to provide for
the future drainage requirement for 6th Street, 10th Street, and 14th Street west of Alton Road for
the City.
Bergeron Land Development, Inc. has estimated the cost of each of the pump stations to be
$3.2 M including the cost for a vortex drainage structure, dissipation box, new drainage pipe and
utility adjustments. The estimate for three pump stations to be operational is $9.6 M. Staff
believes it appropriate to add an additional $1.650 M representing a 10% contingency and
project management costs for a total of$11,250,000.
Staff has reviewed the estimated cost provided by Bergeron and will require final construction
plans to be approved and price negotiated. The estimated amount being requested is a not to
exceed cost and requires the City Manager's approval on the guaranteed maximum price
(GMP). Further, the City is not incurring mobilization, coordination, and maintenance of traffic
costs that it would if a different contractor was selected through the bidding process. As a
result, staff believes that this estimated cost is very competitive compared to similar pump
stations constructed by the City. Further, it has less risk of change orders associated with
potential conflicts from a City contractor and FDOT contractor working within the same project
limits.
CONCLUSION
The Administration recommends the Mayor and City Commission to protect life, health and
property the City Manager should declare a state of emergency. Per subsections
287.055(3)(x)(1) and (9)(c)(6), Florida Statutes, all as more specifically set forth in this
6"Street, 10th Street and 14th Street pump station waver of Bids Memo
City Commission Meeting
February 12, 2014
Page 4 of 4
resolution and, as permitted pursuant to section 2-367(e) of the city code, wavering, by 5/7ths
vote, competitive bidding requirements, finding such waiver to be in the city's best interest, and
authorizing the city manager to take the following actions to procure the necessary emergency
design and construction services for the project, pursuant to a negotiated design-
build contract: 1) prepare, whether through the City's Public Works department
or through retention of an outside Design Criteria Professional, as determined by the City
Manager a design criteria package (DCP) which complies with the specification set forth under
section 287.055(2)(j), Florida Statues; 2) upon completion of the DCP, authorizing the City
Manager to negotiate and, if successful, execute a design-build contract, with a guaranteed
maximum price (GMP) for the remaining stormwater pump station for 14th street, 10th street and
6th street with the firm of Bergeron Land Development, Inc. Who, as the FDOT contractor for the
Alton Road with the City Manager and City Clerk to execute a contract not to exceed total costs
of $11,250,000 million the formal competitive bidding requirements, finding such waiver to be in
the City's best interest and allowing the City Manager and City Attorney to excite the contract
once the cost has been negotiated not to exceed the above budget amount subject to a
proposed Capital Budget Amendment scheduled for March 5, 2014.
Attachment: 1) NOAA Tide Perditions 2014
2) Stormwater Management Master Plan, Pages 2-44 to 2-57
MT/I&/JJF/BAM/DCS
T:WGENDA\2014\February\6th,10th and 14th Street pump stations Waver of Bids Memo(final).docx
r
NOAA Tide Predictions
* MIAMI BEACH,Florida,2014
The NOAA Tide Predictions application provides predictions in both graphical and tabular formats,
with many user selected options,for over 3000 stations broken down by key areas in each state.
Users can also access stations via the Google map Interface.Additional Information can be found in
the help page.
i
Station Types:The NOAA Tide Predictions application provides predictions from 2 distinct
categories of stations at over 3000 locations:
Harmonic-The predicted height values for Harmonic stations are conducted by combining the
harmonic constituents into a single tide curve.
Subordinate-The high and low height values for Subordinate stations are obtained by means and
differences,and ratios applied to the full harmonic constant predictions at a specific Harmonic
station(a Reference station).
Disclaimer:The official Tide prediction tables are published annually on October 1,for the following
calendar year.Tide predictions generated prior to the publishing date of the official tables are
subject to change.The predictions from the web based NOAA Tidal Predictions are based upon the
latest information available as of the date of your request.Tide predictions generated may differ
from the official published predictions If information for the station requested has been updated
since the publishing date of the official published tables.
i
I
i
i
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Generated On:Tue Feb 04 23:46:32 GMT 2014 Page 1 of 5 �
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t Station1d:8723170 NOAA Tide Predictions
Source:NOAA/NOS/CO-O PS
Station Type:Harmonic
TimeZonc:LS•r/LDT MIAMI BEACH,Florida,2014
Datuirmnean high water(MhiW)**
Times and Helghts of High and Low Waters
January February March
Time Height Time Height Time Height Time Height Time Height Time Height
h M R cm h m R cm h m R cm h m R cm h m R cm h m R cm
1 01:24 AM -3.3 -101 16 01:58 AM -2.8 -85 1 02;53 AM -3.5 -107 16 02;47 AM -2.9 -88 1 01;47 AM -3.4 -104 16 02:45 AM -2.8 -85
W 07:47 AM 0.6 18 Th 08:19 AM -0.1 -3 Sa 09:09 AM 0.4 12 Su 08:59 AM -0.2 -6 Sa 08:00 AM 0.4 12 Su 08;53 AM -0.1 -3
01:66 PM -2.9 -88 02:26 PM -2.6 -79 03:21 PM -3.4 -104 03;08 PM -2.8 -85 02;11 PM -3.4 -104 03;02 PM -2.8 -85
07:59 PM 0.4 12 O 08:24 PM -0.3 -9 09:31 PM 0.3 9 09:15 PM -0.2 -6 • 08;23 PM 0.4 12 O 09:14 PM 0.0 0
2 02:15 AM -3.4 -104 17 02;34 AM -2.8 -85 2 03;43 AM -3.4 -104 17 03:23 AM -2.8 -85 2 02:36 AM -3.4 -104 17 03:22 AM -2.8 -85
08:37 AM 0.6 18 08;53 AM -0.1 -3 09;57 AM 0.3 9 09:32 AM -0.2 -6 08:47 AM 0.4 12 09:27 AM -0.1 -3
Th 02:47 PM -3.0 -91 F 03:02 PM -2.6 -79 Su 04;11 PM -3.3 -101 M 03:43 PM -2.9 -88 Su 02;59 PM -3.4 -104 M 03:37 PM -2.9 -88
08;52 PM 0.4 12 09:01 PM -0.3 -9 10:23 PM 0.2 6 09:53 PM -0.2 -6 09:13 PM 0.4 12 09:51 PM 0.0 0
3 03:07 AM -3.3 -101 18 03;11 AM -2.8 -85 3 04:34 AM -3.2 -98 18 04:00 AM -2.8 -85 3 03:24 AM -3.3 -101 18 03:59 AM -2.8 -86
09:28 AM 0.6 18 09:28 AM -0.1 -3 10:46 AM 0.2 6 10:07 AM -0.2 -6 09:33 AM 0.3 9 10:02 AM -0.1 -3
F 03:39 PM -3.0 -91 Sa 03:37 PM -2.6 -79 M 05:01 PM -3.2 -98 Tu 04:20 PM -2.9 -88 M 03:46 PM -3.4 -104 Tu 04:14 PM -2.9 -88
09:46 PM 0.4 12 09:39 PM -0.3 -9 11:16 PM 0.1 3 10:33 PM -0.3 -9 10:01 PM 0.3 9 10:30 PM 0.0 0
4 04:00 AM -3.2 -98 19 03:47 AM -2.7 -82 4 05:25 AM -3.0 -91 19 04:39 AM -2.7 -82 4 04:11 AM -3.1 -94 19 04:36 AM -2.7 -82
10:18 AM 0.5 15 10:02 AM -0.2 -6 11:35 AM 0.0 0 10;44 AM -0.3 -9 10:18 AM 0.1 3 10:39 AM -0.1 -3
Sa 04;32 PM -3.0 -91 Su 04:13 PM -2.6 -79 Tu 05:53 PM -3.1 -94 W 05;00 PM -2.9 -88 Tu 04:33 PM -3.2 -98 W 04:52 PM -3.0 -91
10:41 PM 0.3 9 10:18 PM -0.3 -9 11:17 PM -0.3 -9 10:50 PM 0.1 3 11:11 PM 0.0 0
5 04:54 AM -0.1 -94 20 04:25 AM -2.6 -79 5 12:11 AM -0.1 -3 20 05;22 AM -2.6 -79 5 04:59 AM -2.9 -88 20 05:17 AM -2.6 -79
11:10 AM 0.3 9 10:37 AM -0.3 -9 06:19 AM -2.8 -86 11;26 AM -0.4 -12 11:05 AM 0.0 0 11;18 AM -0.1 -3
Su 06;26 PM -3.0 -91 M 04:51 PM -2.6 -79 W 12:27 PM -0.2 -6 Th 05:45 PM -2.8 -85 W 05;21 PM -3.1 -94 Th 06:34 PM -2.9 -88
11:38 PM 0.1 3 10:59 PM -0.4 -12 06:47 PM -2.9 -88 11:41 PM -0.1 -3 11:65 PM -0.1 -3
6 05:49 AM -2.9 -88 21 05:05 AM -2.6 -79 6 01:09 AM -0.3 -9 21 12:07 AM -0.4 -12 6 05:48 AM -2.7 -82 21 06;01 AM -2.5 -76
12:04 PM 0.2 6 11:15 AM -0.3 -9 07:16 AM -2.5 -76 06:11 AM -2.5 -76 11;53 AM -0.3 -9 12;03 PM -0.2 -6
M 06:23 PM -2.9 -88 Tu 05:32 PM -2.6 -79 Th 01:22 PM -0.4 -12 F 12:15 PM -0.4 -12 Th 06;11 PM -2.9 -88 F 06;22 PM -2.9 -88
11:44 PM -0.4 -12 O 07:45 PM -2.8 -85 06:38 PM -2.8 -85
7 12:39 AM 0.0 0 22 05:49 AM -2.5 -76 7 02:11 AM -0.5 -15 22 01:04 AM -0.4 -12 7 12:34 AM -0.3 -9 22 12:46 AM -0.1 -3
06:48 AM -2.6 79 11:57 AM -0.4 -12 08:18 AM -2.4 -73 07:09 AM -2.4 -73 06:41 AM -2.4 -73 06:52 AM -2.4 -73
Tu 01:00 PM 0.0 0 W 06:17 PM -2.7 -82 F 02:20 PM -0.6 -18 Sa 01:13 PM -0.5 -15 F 12:44 PM -0.4 -12 Sa 12:55 PM -0.3 -9
07;22 PM -2.8 -85 08;45 PM -2.7 -82 O 07:40 PM -2.8 -85 07:05 PM -2.7 -82 07:17 PM -2.8 -85
$ 01:42 AM -0.1 -3 23 12:36 AM -0.5 -15 8 03:15 AM -0.5 -16 23 02:09 AM -0.4 -12 8 01:31 AM -0.4 -12 23 01:43 AM -0.2 -6
07:50 AM -2.5 -76 06;39 AM -2.4 -73 09:22 AM -2.3 -70 08:16 AM -2.4 -73 07:39 AM -2.3 -70 07:52 AM -2.4 -73
W 01:58 PM -0.2 -6 Th 12:46 PM -0.4 -12 Sa 03:21 PM -0.7 -21 Su 02;21 PM -0.5 -15 Sa 01:41 PM -0.6 -18 Su 01:57 PM -0.3 -9
O 08:22 PM -2.7 -82 07:10 PM -2.7 -82 09:45 PM -2.6 -79 08:48 PM -2.8 -85 0 08:03 PM -2,5 -76 08:20 PM -2.7 -82
9 02;47 AM -0.2 -6 24 01:34 AM -0.5 -15 9 04:16 AM -0.5 -15 24 03:18 AM -0.4 -12 9 03;33 AM -0.5 -15 24 02:48 AM -0.2 -6
08:54 AM -2.3 70 07:38 AM -2.3 -70 10:23 AM -2.3 -70 09:26 AM -2.5 -76 09;42 AM -2.2 -67 08;59 AM -2.4 -73
i Th 02:58 PM -0.3 -9 F 01:42 PM -0.5 -15 Su 04:20 PM -0.7 -21 M 03:32 PM -0.4 -12 Su 03:43 PM -0.7 -21 M 03;07 PM -0.3 -9
09:22 PM -2.7 -82 O 08:09 PM -2.7 -82 10:41 PM -2.7 -82 09:57 PM -2.9 -88 10:05 PM -2.4 -73 O 09:30 PM -2.7 -82
10 03:50 AM -0.3 -9 25 02;38 AM -0.4 -12 10 05;10 AM -0.5 -15 25 04;24 AM -0.2 -6 10 04:35 AM -0.6 -18 25 03;57 AM -0.2 -6
09:56 AM -2.3 -70 08:42 AM -2.3 -70 11:17 AM -2.3 -70 10:33 AM -2.6 -79 10:45 AM -2.2 -67 10;10 AM -2.4 -73
F 03:56 PM -0.4 -12 Sa 02:45 PM -0.4 -12 M 05:14 PM -0.6 -18 Tu 04:40 PM -0.2 -6 M 04:46 PM -0.7 -21 Tu 04;20 PM -0.2 -6
i 10;19 PM -2.7 -82 09:13 PM -2.8 -85 11:31 PM -2.7 -82 11:01 PM -3.1 -94 11:05 PM -2.4 -73 10:41 PM -2.7 -82
11 04;48 AM -0.3 -9 26 03:43 AM -0.3 -9 71 05:57 AM -0.4 -12 26 05:25 AM 0.0 0 11 05:31 AM -0.5 -15 26 05:04 AM -0.1 -3
10:54 AM -2.3 70 09:49 AM -2.4 -73 12:04 PM -2.4 -73 11:35 AM -2.9 -88 11;42 AM -2.2 -67 11:17 AM -2.6 -79
i Sa 04:50 PM -0.4 12 Su 03:51 PM -0.3 -9 Tu 06:01 PM -0.6 -18 W 05:42 PM 0.0 0 Tu 05;43 PM -0,6 -18 W 05:29 PM -0.1 -3
11:11 PM -2.7 -82 10:17 PM -3.0 -91 11:59 PM -2.5 -76 11:47 PM -2.8 -85
12 05:39 AM -0.2 -6 27 04:45 AM -0.2 -6 12 12:16 AM -2.8 -85 27 12;01 AM -3.2 -98 12 06:21 AM -0.5 -15 27 06:05 AM 0.0 0
11:45 AM -2.3 -70 10:52 AM -2.6 -79 06:38 AM -0.4 -12 06:20 AM 0.1 3 12:30 PM -2.3 -70 12:18 PM -2.8 -65
Su 05:40 PM -0.4 -12 M 04;55 PM -0.2 -6 W 12:45 PM -2.5 -76 Th 12:30 PM -3.1 -94 W 06:33 PM -0.5 -15 Th 06:31 PM 0.1 3
11:58 PM -2.7 -82 11:18 PM -3.2 -98 06;44 PM -0.5 -15 06:39 PM 0.2 6
j 13 06;25 AM -0.2 -6 28 05:44 AM 0.0 0 13 12:57 AM -2.8 -85 28 12;55 AM -3.3 -101 13 12;46 AM -2.6 -79 28 12:46 AM -2.9 -88
12:30 PM -2.4 -73 11:52 AM -2.8 -85 07:16 AM -0.3 -9 07;11 AM 0.3 9 07:03 AM -0.4 -12 07:00 AM 0.2 6
M 06:25 PM -0.4 -12 Tu 05:55 PM 0.0 0 Th 01:23 PM -2.6 -79 F 01:22 PM -3.3 -101 Th 0113 PM -2.5 -76 F 01:12 PM -3.0 -91
I 07:24 PM -0.4 -12 07:33 PM 0.3 9 07;17 PM -0.4 -12 07:27 PM 0.3 9
14 12:40 AM -2.8 -85 29 12:15 AM -3.3 -101 14 01:35 AM -2.9 -88 14 01:28 AM -2.6 -79 29 01;40 AM -3.0 -91
t 07:05 AM -0.1 -3 06:38 AM 0.2 6 07:51 AM -0.2 -6 07;42 AM -0.3 -9 07:60 AM 0.3 9
I Tu 01:11 PM -2.4 -73 W 12:47 PM -3.0 -91 F 01:59 PM -2.7 -82 F 01:51 PM -2.6 -79 Sa 02:03 PM -3.2 -98
i 07:06 PM -0.3 -9 06:52 PM 0.2 6 O 08;02 PM -0.3 -9 07:58 PM -0.2 -6 08:18 PM 0.4 12
15 01:20 AM -2.8 -85 30 01:09 AM -3.5 -107 15 02;11 AM -2.9 -88 15 02:08 AM -2.7 -82 30 02:29 AM -3.1 -94
07;43 AM -0.1 -3 07:30 AM 0.3 9 08:25 AM -0.2 -6 08:18 AM -0.2 -8 08:37 AM 0.4 12
i W 01;50 PM -2.5 -76 Th 01:40 PM -3.2 -98 Sa 02:34 PM -2.8 -85 Sa 02:27 PM -2.7 82 Su 02:50 PM -3.3 -101
07:45 PM -0.3 -9 • 07:46 PM 0.3 9 06:39 PM -0.3 -9 08:36 PM -0.1 -3 0 09:06 PM 0.5 15
i
31 02:02 AM -3.5 -107 31 03:17 AM -3,1 -94
08:20 AM 0.4 12 09:23 AM 0.4 12
F 02;31 PM -3.3 -101 M 03:36 PM -3.3 -101
08;39 PM 0.3 9 09;53 PM 0.5 15
i
i
i
Disclaimer:These data are based upon the latest information available as of the date of your request,and may differ from the published tide tables.
"*Warning:The(above predictions referred to MHW and not to the chart datum of MLLW;Therefore should not he used for navigation purposes.
Generaled On:Tuo Feb 04 23:46:32 GMT 2014 Page 2 of 5
Stntionld:8723170 NOAA Tide Predictions
� r Source:NOAA/NUS/CO-OPS
Station Type:Harmonic
TimeZone:LST/LDT MIAMI BCACH,Florida,2014
Daturn:moan high water(MI-1W)`"
Times and Heights of High and Low Waters
April May June
Time Height Time Height Time Height Time Height Time Height Time Height
h m A cm h m ft cm h m ft cm h m R cm h m It cm h m R cm
1 04:02 AM -3.0 -91 16 03:34 AM -2.6 -79 1 04:24 AM -2.6 -79 16 03:56 AM -2.7 -82 1 05:23 AM -2.4 -73 16 05:22 AM -2.9 -88
Tu 10:07 AM 0.3 9 W 09:34 AM 0.1 3 Th 10:22 AM 0.1 3 F 09:55 AM 0.2 6 Su 11;20 AM -0.3 -9 M 11;27 AM 0.2 6
04:20 PM -3.2 -98 03:47 PM -3.0 -91 04:36 PM -2.9 -88 04:11 PM -3.1 -94 05:31 PM -2.6 -79 05:42 PM -3.1 -94
10:39 PM 0.4 12 10:08 PM 0.3 9 10:58 PM 0.2 6 10:35 PM 0.4 12 11:53 PM -0.1 -3
2 04:47 AM -2,8 -85 17 04:15 AM -2.6 -79 2 05:06 AM -2.5 -76 17 04:44 AM -2.7 -82 2 06:05 AM -2.3 -70 17 12;02 AM 0.3 9
10:50 AM 0.1 3 10:15 AM 0.1 3 11:04 AM -0.1 -3 10,44 AM 0.2 6 12:04 PM -0.4 -12 06:17 AM -2.9 -88
W 05:04 PM -3.1 -94 Th 04:29 PM -3.0 -91 F 05:18 PM -2.7 -82 Se 05 01 PM -3.0 -91 M 06;14 PM -2.4 -73 Tu 12;25 PM 0.1 3
11:24 PM 0.2 6 10:52 PM 0.3 9 11:41 PM 0.1 3 1125 PM 0.3 9 06:39 PM -2.9 -88
3 05:32 AM -2.7 -82 18 04:59 AM -2.6 -79 3 05:50 AM -2.3 -70 18 05:35 AM -2.6 -79 3 12;35 AM -0.2 -6 18 12;57 AM 0.2 6
11:34 AM 0.0 0 10:59 AM 0.1 3 11:48 AM -0.2 -6 11:38 AM 0.1 3 06:50 AM -2.3 -70 07:15 AM -2.8 -85
Th 05;49 PM -2.9 -88 F 05:15 PM -2.9 -88 Sa 06:01 PM -2.6 -79 Su 05:54 PM -2.9 -88 Tu 12:52 PM -0.5 -15 W 01:27 PM 0.0 0
11:39 PM 0.2 6 07:00 PM -2.3 -70 07:39 PM -2.8 -85
4 12:10 AM 0.0 0 19 05:47 AM -2.5 -76 4 12:25 AM -0.1 -3 19 12:18 AM 0.2 6 4 01:20 AM -0.3 -9 19 01:55 AM 0.1 3
06:18 AM -2.5 -76 11:48 AM 0,0 0 06:36 AM -2.2 -67 06:31 AM -2.6 -79 07:37 AM -2.2 -67 08:16 AM -2.8 -85
F 12:19 PM -0.2 -6 Sa 06:06 PM -2.8 -85 Su 12:35 PM -0.4 -12 M 12:36 PM 0.0 0 W 01:43 PM -0,5 -15 Th 02:32 PM -0.1 -3
06:35 PM -2.7 -82 06:47 PM -2.4 -73 06:52 PM -2.8 -85 07;50 PM -2.2 -67 O 08:42 PM -2.6 -79
5 12:59 AM -0.2 -6 20 12:31 AM 0.1 3 5 01:12 AM -0.2 -6 20 01:15 AM 0.1 3 5 02:07 AM -0.4 -12 20 02:55 AM 0.0 0
07:08 AM -2.3 -70 06;41 AM -2.4 -73 07:26 AM -2.1 .64 07:30 AM -2.6 -79 08:28 AM -2.3 -70 09;17 AM -2.8 -85
Sa 01:08 PM -0.4 -12 Su 12:44 PM -0.1 -3 M 01:26 PM -0.5 -15 Tu 01:40 PM -0.1 -3 Th 02:39 PM -0.5 -15 F 03:38 PM -0.1 -3
07:25 PM -2.5 -76 07;03 PM -2.7 -82 07:38 PM -2.2 -67 07:55 PM -2.6 -79 O 08:44 PM -2.1 -64 09;47 PM -2.5 -76
6 01:51 AM -0.3 -9 21 01:29 AM 0.0 0 6 02:02 AM -0.3 -9 21 02:16 AM 0.0 0 6 02:57 AM -0.4 -12 21 03;55 AM -0.1 -3
08:02 AM -2.1 -64 07;41 AM -2.4 -73 08:19 AM -2.1 -64 08:34 AM -2.6 79 09:19 AM -2.3 -70 10:18 AM -2.8 -85
Su 02;03 PM -0.5 -15 M 01:48 PM -0.1 -3 Tu 02:23 PM -0.5 -15 W 02:48 PM -0.1 -3 F 03:37 PM -0.5 -15 Sa 04;43 PM -0.1 -3
08:20 PM -2.3 -70 08:07 PM -2.6 -79 08:34 PM -2.1 -64 O 09:02 PM -2.5 -75 09:41 PM -2.1 -64 10:51 PM -2.4 -73
7 02:47 AM -0.4 -12 22 02:32 AM -0.1 -3 7 02:56 AM -0.4 -12 22 03:19 AM 0.0 0 7 03:49 AM -0.4 -12 22 04:54 AM -0.2 -6
09:01 AM -2.1 -64 08:48 AM -2.4 -73 09:15 AM -2.1 -64 09:39 AM -2.6 79 10:11 AM -2.4 -73 11:16 AM -2.8 -85
M 03:04 PM -0.6 -18 Tu 02:58 PM -0.2 -6 W 03:24 PM -0.5 -15 Th 03:57 PM -0.1 -3 Sa 04:33 PM -0.4 -12 Su 05:43 PM -0.1 -3
O 09:20 PM -2.2 -67 01 09:17 PM -2.5 -76 U 09:33 PM -2.1 -64 10:09 PM -2.5 -76 10:37 PM -2.2 -67 11:50 PM -2.4 -73
8 03:47 AM -0.5 -16 23 03:39 AM -0.1 -3 8 03:51 AM -0.4 -12 23 04:21 AM 0.0 0 8 04:40 AM -0.4 -12 23 05:50 AM -0.2 -6
10:02 AM -2.1 -64 09:56 AM -2.5 -76 10:10 AM -2.2 -67 10:41 AM -2.7 82 11:02 AM -2.6 -79 12:10 PM -2,9 -88
Tu 04:07 PM -0.6 -18 W 04:10 PM -0.1 -3 Th 04:23 PM -0.5 -16 F 05:02 PM 0.0 0 Su 05:27 PM -0.2 -6 M 06:37 PM 0.0 0
10:21 PM -2.2 -67 10:26 PM -2.5 -76 10:31 PM -2.1 -64 11:12 PM -2.5 -76 11:31 PM -2.3 -70
9 04:44 AM -0.4 -12 24 04:44 AM 0.0 0 9 04:43 AM -0.4 -12 24 05:20 AM 0.0 0 9 05:31 AM -0.3 -9 24 12:43 AM -2.4 -73
10:59 AM -2.1 -64 11:01 AM -2.6 -79 11:01 AM -2.3 -70 11:39 AM -2.8 -85 11:52 AM -2.7 -82 06:41 AM -0.2 -6
W 05:07 PM -0.5 -15 Th 05:17 PM 0.0 0 F 05:18 PM -0.3 -9 Sa 06:02 PM 0.1 3 M 06:17 PM -0.1 -3 Tu 12:59 PM -2.9 -88
11:18 PM -2.2 -67 11:31 PM -2.6 -79 11:25 PM -2.2 -67 07:26 PM 0.0 0
10 05:35 AM -0.4 -12 25 05:43 AM 0.1 3 10 05:31 AM -0.3 -9 25 12:11 AM -2.5 -76 10 12:22 AM -2.4 -73 25 01:32 AM -2.5 -76
11:49 AM -2.3 -70 12:00 PM -2.8 -85 11:48 AM -2.4 -73 06;14 AM 0.0 0 06:20 AM -0.1 -3 07:28 AM -0.2 -6
Th 05:59 PM -0.4 -12 F 06:18 PM 0.2 6 Sa 06:07 PM -0.2 -6 Su 12:32 PM -2.9 88 Tu 12:40 PM -2.9 88 W 01:45 PM -2.9 -88
i 06:55 PM 0.2 6 07:06 PM 0.1 3 08:10 PM 0.0 0
11 12:09 AM -2.3 -70 26 12:30 AM -2.7 -82 11 12:14 AM -2.3 -70 26 01:03 AM -2.6 -79 11 01:12 AM -2.5 -76 26 02:16 AM -2.5 -76
06;20 AM -0.3 -9 06:38 AM 0.2 6 06:16 AM -0.2 -6 07:04 AM 0.0 0 07:09 AM 0.0 0 08:12 AM -0.2 -6
F 12;33 PM -2.4 -73 Sa 12:53 PM -2.9 -88 Su 12:32 PM -2.6 -79 M 01:21 PM -3.0 -91 W 01:28 PM -3.1 -94 Th 02:27 PM -2.9 -88
i 06:45 PM -0.2 -6 07:12 PM 0.3 9 06:53 PM 0.0 0 07:44 PM 0.2 6 07:54 PM 0.2 6 08:51 PM 0.0 0
12 12:54 AM -2.4 -73 27 01:22 AM -2.7 -82 12 12:59 AM -2.4 -73 27 01:52 AM -2.6 -79 12 02:00 AM -2.6 -79 27 02:58 AM -2.5 -76
07:01 AM -0.2 -6 07:27 AM 0.2 6 06:59 AM -0.1 -3 07:50 AM 0.0 0 07:59 AM 0.1 3 08:53 AM -0.2 -6
Sa 01:13 PM -2.6 -79 Su 01:42 PM -3.0 -91 M 01:15 PM -2.8 85 Tu 02:06 PM -3.0 -91 Th 02:16 PM -3.2 98 F 03:07 PM -2.9 -88
07:27 PM -0.1 -3 08:02 PM 0.4 12 07:36 PM 0.2 6 08:29 PM 0.3 9• 08:41 PM 0.4 12 • 09:30 PM 0.0 0
13 01;35 AM -2.5 -76 28 02:11 AM -2.8 -85 13 01:43 AM -2.5 -76 28 02:37 AM -2.6 -79 13 02:49 AM -2.7 -82 28 03:38 AM -2.5 -76
i 07:40 AM -0.1 -3 08:14 AM 0.3 9 07:42 AM 0.0 0 08:34 AM 0.0 0 08;48 AM 0.2 6 09:34 AM -0.2 -6
I Su 01:51 PM -2.7 -82 M 02:28 PM -3.1 -94 Tu 01:57 PM -2.9 88 W 02:48 PM -3.0 -91 F 03:05 PM -3.3 -101 5a 03:46 PM -2.8 -85
08:07 PM 0.1 3 08:48 PM 0.5 15 08:20 PM 0.3 9 0 09;12 PM 0.2 6 O 09:30 PM 0.4 12 10:08 PM 0.0 0
14 02:15 AM -2.6 -79 29 02:57 AM -2.8 -85 14 02:27 AM -2.6 -79 29 03;19 AM -2.5 -76 14 03:38 AM -2.8 -85 29.04:16 AM -2.5 -76
08:17 AM 0.0 0 08:58 AM 0.2 6 08:25 AM 0.1 3 09:16 AM 0.0 0 09:39 AM 0.2 6 10:14 AM -0.3 -9
j M 02:29 PM -2.8 -85 Tu 03:12 PM -3.1 -94 W 02:40 PM -3.0 -91 Th 03:29 PM -2.9 -88 Sa 03;56 PM -3.3 -101 Su 04:24 PM -2.7 -82
08:47 PM 0.2 6 0 09:32 PM 0.4 12 O 09:03 PM 0.4 12 09;53 PM 0.2 6 10:19 PM 0.4 12 10:45 PM -0.1 -3
15 02:54 AM -2.6 -79 30 03:41 AM -2.7 -82 15 03;11 AM -2.6 -79 30 04:01 AM -2.5 -76 15 04:29 AM -2.9 -88 80 04:55 AM -2.5 -76
08:55 AM 0.1 3 09:40 AM 0.2 6 09:09 AM 0.2 6 09:57 AM -0.1 -3 10:32 AM 0.2 8 10:54 AM -0.3 -9
Tu 03:07 PM -2.9 -88 W 03:54 PM -3.0 -91 Th 03;24 PM -3.1 -94 F 04:10 PM -2.8 -85 Su 04;48 PM -3.2 98 M 05:03 PM -2.6 -79
O 09:27 PM 0.3 9 10:16 PM 0.3 9 09:48 PM 0.4 12 10:33 PM 0.1 3 11:09 PM 0.4 12 11:22 PM -0.1 -3
31 04:42 AM -2.4 -73
10:38 AM -0.2 -6
Sa 04:50 PM -2.7 -82
11;13 PM 0.0 0
1
Disclaimer:These data are based upon the latest information available as of the date of your request,and may differ from the published tide tables.
•"Warnincg:The ctbovo predictions referred t0 MHW and not to the charl datum of MLLW;Therefore should not be used for navigation purposes.
Generated On:Tue Feb 04 23:46:32 GMT 2014 Page 3 of 5
I'i
' ,1 Stationld:8723170 NOAA Tide Predictions
Sourm:NOAA/NOWCO-OPS
Station Type:Harmonic
rime Zone:LST/LDT MIAMI BEACH,FIorida,2014
Daturwinean high water(MIIW)"°
Times and Heights of High and Low Waters
July August September
Time Height Time Height Time Height Time Helght Time Helght Time Height
h m ft cm h m it cm h m ft cm h m ft cm h m ft om h m It cm
1 05;34 AM -2,5 -76 16 05:58 AM -3.1 -94 1 12:01 AM -0.2 -6 16 01:02 AM 0.2 6 1 12:50 AM 0.0 0 16 02;24 AM 0.0 0
Tu 11:35 AM -0.4 -12 W 12:10 PM 0.2 6 F 06:16 AM -2.5 -76 Sa 07:21 AM -2.7 -82 M 07:12 AM -2.3 -70 Tu 08;45 AM -2.0 -61
05;42 PM -2.5 -76 06:21 PM -3.0 -91 12:29 PM -0.3 -9 01;43 PM 0.2 6 01:37 PM 0.0 0 03:14 PM 0.1 3
06:33 PM -2.3 -70 07:51 PM -2.3 -70 07:42 PM -1.9 -58 U 09:25 PM -1.7 -52
2 12:00 AM -0.2 -6 17 12:35 AM 0.3 9 2 12;40 AM -0.2 -6 17 01:58 AM 0.0 0 2 01;45 AM 0.0 0 17 03:28 AM -0.1 -3
06:14 AM -2.4 -73 06:53 AM -3.0 -91 06;59 AM -2.4 -73 08:20 AM -2.6 -79 08:10 AM -2.2 -67 09:48 AM -1.9 -58
W 12:18 PM -0.4 -12 Th 01:08 PM 0.1 3 Sa 01:16 PM -0.3 -9 Su 02;45 PM 0.0 0 Tu 02;38 PM 0.0 0 W 04;17 PM 0.1 3
06:24 PM -2.4 -73 07:18 PM -2.8 -85 07:19 PM -2.2 -67 O 08:53 PM -2.1 -64 O 08:45 PM -1.9 -68 10;29 PM -1.7 -52
3 12:39 AM -0.3 -9 18 01:30 AM 0.1 3 3 01:25 AM -0.3 -9 18 02;57 AM -0.1 -3 3 02;49 AM 0.0 0 18 04:32 AM -0.1 -3
06;56 AM -2.4 -73 07:50 AM -2.9 -88 Su 07:47 AM -2.4 -73 09:21 AM -2.4 -73 09:15 AM -2.3 -70 10:49 AM -1.9 -58
Th 01:05 PM -0.5 -15 F 02:10 PM 0.0 0 02:10 PM -0.3 -9 M 03:49 PM -0.1 -3 W 03;45 PM 0.1 3 Th 06;14 PM 0.1 3
07:09 PM -2.3 -70 08:19 PM -2.6 -79 08:13 PM -2.1 -64 09:58 PM -2.0 -61 09:53 PM -1.9 -58 11:26 PM -1.7 -52
4 01:21 AM -0.4 -12 19 02:28 AM -0.1 -3 4 02:16 AM -0.3 -9 19 03;59 AM -0.2 -6 4 03:68 AM 0.1 3 19 05:30 AM 0.0 0
07:41 AM -2.4 -73 08:50 AM -2.8 -85 08:42 AM -2.5 76 10:23 AM -2.3 -70 10;23 AM -2.3 -70 11:44 AM -1.9 -58
F 01:56 PM -0.5 -15 Sa 03:14 PM -0.1 -3 M 03;10 PM -0.3 -9 Tu 04:52 PM -0.1 -3 Th 04;50 PM 0.2 6 F 06:04 PM 0.1 3
07:59 PM -2.2 -67 O 09:22 PM -2.4 -73 O 09:13 PM -2.1 -64 11;01 PM -2.0 -61 11:00 PM -2.1 -64
5 02:08 AM -0.4 -12 20 03:27 AM -0.2 -6 5 03:16 AM -0.3 -9 20 05:01 AM -0.2 -6 5 05:07 AM 0.2 6 20 12:15 AM -1.8 -55
08:31 AM -2.5 -76 09:51 AM -2.7 82 09;43 AM -2.5 76 11:21 AM -2.3 70 11:29 AM -2.5 -76 06;20 AM 0.1 3
Sa 02:51 PM 45 -15 Su 04:19 PM -0.2 -6 Tu 04:13 PM -0.2 -6 W 05;49 PM -0.1 -3 F 05:52 PM 0.4 12 Sa 12:32 PM -2.0 -61
0 08:53 PM -2.2 -67 10:26 PM -2.3 -70 10;17 PM -2.1 -64 11:57 PM -2.0 -61 06;47 PM 0.2 6
6 02:59 AM -0.4 -12 21 04:28 AM -0.3 -9 6 04;19 AM -0.2 -6 21 05;56 AM -0.2 -6 6 12:02 AM -2.3 -70 21 12:67 AM -1.9 -58
09:24 AM -2.5 -76 10;51 AM -2.7 82 10:46 AM -2.6 78 12;14 PM -2.3 -70 06:11 AM 0.4 12 07:04 AM 0.2 6
Su 03:49 PM -0.4 -12 M 05;20 PM -0.2 -6 W 05:15 PM -0.1 -3 Th 06:39 PM 0.0 0 Sa 12:29 PM -2.6 -79 Su 01:14 PM -2.0 -61
09:52 PM -2.2 -67 11:27 PM -2.3 -70 11:21 PM -2.3 -70 06:48 PM 0.6 18 07:26 PM 0.3 9
7 03:64 AM -0.4 -12 22 05:25 AM -0.3 -9 7 05:23 AM -0.1 -3 22 12:46 AM -2.1 -64 7 12:69 AM -2.5 -76 22 01:35 AM -2.0 -61
10:19 AM -2.6 -79 11:47 AM -2.7 -82 11:47 AM -2.8 -86 06:46 AM -0.1 -3 07:09 AM 0.7 21 07:44 AM 0.3 9
M 04:47 PM -0.3 -9 Tu 06:16 PM -0.2 -6 Th 06:14 PM 0.1 3 F 01:00 PM -2.4 73 Su 01:25 PM -2.8 -85 M 01;53 PM -2.1 -64
10:51 PM -22 -67 07:21 PM 0.0 0 07:40 PM 0.7 21 08:02 PM 0.4 12
8 04:51 AM -0.3 -9 23 12:22 AM -2.3 -70 8 12:21 AM -2.4 -73 23 01;29 AM -2.1 -64 8 01:51 AM -2.7 -82 23 02:11 AM -2.1 -64
11:15 AM -2.8 85 06:19 AM -0,3 -9 06:25 AM 0.1 3 07.30 AM -0.1 -3 08:03 AM 0.8 24 08:22 AM 0.5 15
Tu 05:44 PM -0.1 -3 W 12:38 PM -2.7 -82 F 12:45 PM -3.0 -91 Sa 01:42 PM -2.4 -73 M 02;17 PM -2.8 -85 Tu 02:30 PM -2.1 -64
11:49 PM -2.4 -73 07;05 PM -0.1 -3 07;09 PM 0.3 9 08:00 PM 0.1 3 08:30 PM 0.9 27 08:36 PM 0.4 12
9 05:48 AM -0.2 -6 24 01;11 AM -2.3 -70 9 01:17 AM -2.7 -82 24 02:08 AM -2.2 -67 9 02;42 AM -2.9 -88 24 02:46 AM -2.2 -67
12:11 PM -2.9 88 07:07 AM -0.3 -9 07'22 AM 0.3 9 08:10 AM 0.0 0 08:65 AM 1.0 30 08:58 AM 0.5 15
W 06:38 PM 0.0 0 Th 01:24 PM -2.7 -82 Sa 01:40 PM -3.1 -94 Su 02:21 PM -2.4 -73 Tu 03;08 PM -2.9 -88 W 03:06 PM -2,1 -64
07:48 PM -0.1 -3 08:01 PM 0.5 15 08:36 PM 0.2 6 O 09:18 PM 0.9 27 0 09:10 PM 0.5 15
10 12:44 AM -2.5 -76 25 01:55 AM -2.4 -73 10 02:10 AM -2.9 -88 25 02:44 AM -2.3 -70 10 03;31 AM -2.9 -88 25 03:20 AM -23 -70
06:44 AM 0.0 0 07:51 AM -0.2 -6 08:17 AM 0.5 15 08:46 AM 0.1 3 09:46 AM 1.0 30 09:35 AM 0.6 18
Th 01:04 PM -3.1 -94 F 02:05 PM -2.7 -82 Su 02:33 PM -3.2 -98 M 02:57 PM -2.4 -73 W 03:57 PM -2.8 -85 Th 03:42 PM -2.1 -64
07;30 PM 0.2 6 08:28 PM 0.0 0 O 08:51 PM 0.6 16 • 09;10 PM 0.2 6 10:06 PM 0.9 27 09:44 PM 0.5 15
11 01:37 AM -2.7 -82 26 02:35 AM -2.4 -73 11 03:02 AM -3.0 -91 26 03;18 AM -2.4 -73 11 04:19 AM -2.9 -88 26 03:55 AM -23 -70
07:38 AM 0.1 3 08:32 AM -0.2 -6 09;11 AM 0.6 18 09:25 AM 0.2 6 10:36 AM 0.9 27 10:12 AM 0.6 18
F 01:57 PM -3.2 -98 Sa 02:45 PM -2.7 -82 M 03;25 PM -3.2 -98 Tu 03:33 PM -2.4 -73 Th 04:46 PM -2.6 -79 F 04;18 PM -2.0 -61
08:21 PM 0.4 12 • 09:05 PM 0.0 0 09:41 PM 0.7 21 09;43 PM 0.2 6 10:53 PM 0.8 24 10:19 PM 0.6 15
12 02:29 AM -2.9 -88 27 03;13 AM -2.5 -76 12 03:52 AM -3.1 -94 27 03:53 AM -2.4 -73 12 05:08 AM -2.8 -85 27 04:32 AM -2.3 -70
08:32 AM 0.3 9 09:12 AM -0.2 -6 10:03 AM 0.6 16 10;01 AM 0.2 6 11:26 AM 0.8 24 10:51 AM 0.6 18
Sa 02:49 PM -3.3 -101 Su 03:22 PM -2.7 -82 Tu 04:16 PM -3.1 -94 W 04:09 PM -2.4 -73 F 05:36 PM -2.4 -73 Sa 04:56 PM -2.0 -61
i O 09;11 PM 0.5 15 09:40 PM 0,0 0 10:30 PM 0.7 21 10;16 PM 0.2 6 11:42 PM 0.6 18 10:56 PM 0.4 12
13 03:21 AM -3.0 -91 28 03;49 AM -2.5 -76 13 04:43 AM -3.1 -94 28 04:27 AM -2.4 -73 13 05;58 AM -2.6 -79 28 05:11 AM -2.3 -70
09:25 AM 0.3 9 09:50 AM -0.2 -8 10:56 AM 0.6 18 10;38 AM 0.2 6 12:18 PM 0,6 18 11:32 AM 0.5 15
Su 03:41 PM -3.3 -101 M 03:59 PM -2.7 -82 W 05:07 PM -3.0 -91 Th 04;44 PM -2.3 -70 Sa 06:27 PM -2.2 -67 Su 06:38 PM -1.9 -58
10:01 PM 0.5 15 10:15 PM 0.0 0 11:19 PM 0.6 18 10;50 PM 0,2 6 11:38 PM 0.4 12
i 14 04:12 AM -3.1 -94 29 04:25 AM -2.5 -76 14 06;34 AM -3.0 -91 29 05:02 AM -2.4 -73 1412:32 AM 0.4 12 29 05:56 AM -2,2 -67
i 10:19 AM 0.4 12 10:28 AM -0.2 -6 11;49 AM 0.5 15 11:16 AM 0.2 6 06:50 AM -2.4 -73 12;19 PM 0.4 12
M 04:33 PM -3.3 -101 Tu 04:36 PM -2.6 -79 Th 06:00 PM -2.8 -85 F 05;22 PM -2.2 -67 Su 01:13 PM 0.4 12 M 06;26 PM -1.8 -55
10:51 PM 0.5 15 10;50 PM -0.1 -3 11;26 PM 0.1 3 07:22 PM -2.0 -61
15 05:04 AM -3.1 -94 30 05:01 AM -2.5 -76 15 12:10 AM 0.4 12 30 05;40 AM -2.4 -73 15 01:26 AM 0.2 6 30 12:27 AM 0.3 9
11:13 AM 0.3 9 11:06 AM -0.2 -6 06:27 AM -2.9 88 11:68 AM 0.1 3 07:45 AM -2.2 -67 06:47 AM -2.1 -64
Tu 05:26 PM -3.2 -98 W 05;13 PM -2.5 -76 F 12:45 PM 0.3 9 Sa 06;02 PM -2.1 -64 M 02:11 PM 0.2 6 Tu 01:13 PM 0.4 12
11:43 PM 0.4 12 11:24 PM -0.1 -3 06;54 PM -2.6 -79 08:22 PM -1.8 -55 07:21 PM -1.7 -52
31 05;37 AM -2,5 -76 31 12;05 AM 0.1 3
11;46 AM -0.2 -6 06:23 AM -2.3 -70
Th 05;51 PM -2.4 -73 Su 12:44 PM 0.1 3
06:48 PM -2.0 -61
I
Disclaimer;These data are based upon the latest information available as of the date of your request,and may differ from the published tide tables.
"'Narning:The Above predictions referred to MHW and not to the chart datum of ML.LW;Therefore anould not be used for navigation purposes, !
Generated On:Tue Feb 04 23:46:32 GMT 2014 Page 4 of 6
u
9
Stationld:8723170 NOAA Tide Predictions
Source:NOAA/NOS/CO-OPS
IV Station Type:Ilarmonic
TimeZone:LST/LDT MIAMI BEACH,FIorida,2014
DEItt,nrt:mean high water(MHW)**
Times and Heights of High and Low Waters
October November December
4
Time Height Time Height Time Height Time Height Time Height Time Height !
h m R cm h m R cm h m R cm h m ft cm h m R cm h in ft om
1 01,25 AM 0.2 6 16 02:52 AM 0.0 0 1 03:34 AM 0.4 12 16 03:11 AM 0.0 0 1 03:27 AM 0.3 9 16 03:18 AM -0.3 -9
W 07:47 AM -2,0 -61 Th 09:07 AM -1.6 -49 Sa 09:50 AM -2.0 -61 Su 09:17 AM -1.6 -49 M 09:38 AM -2.1 -64 Tu 09:21 AM -1.9 -58
02:15 PM 0.3 9 03:32 PM 0.2 6 04:07 PM 0.5 15 03:28 PM 0.1 3 03:46 PM 0.3 9 03:23 PM -0.2 -6 it
08:26 PM -1.7 -52 09:49 PM -1.5 -46 10:26 PM -2.0 -61 09:48 PM -1.8 -55 10:07 PM -2.5 -76 09:47 PM -2.3 -70
i
2 02:32 AM 0,2 6 17 03:56 AM 0.0 0 2 03:43 AM 0.5 15 17 04:06 AM 0.1 3 2 04:30 AM 0.4 12 17 04:12 AM -0.1 -3
08:55 AM -2.0 61 10:08 AM -1.6 -49 09:57 AM -2.0 61. 10:11 AM -1.7 -52 10:40 AM -2.2 -67 10:16 AM -2.0 -61
Th 03:22 PM 0.3 9 F 04:29 PM 0.2 6 Su 04:09 PM 0.6 18 M 04:17 PM 0.1 3 Tu 04:43 PM 0.4 12 W 04:14 PM -0.2 -6
09:35 PM -1.8 -55 10:46 PM -1.6 -49 10:27 PM -2.2 -67 10:35 PM -2.0 -61 11:03 PM -2.6 -79 10:36 PM -2.4 -73
3 03:45 AM 0.3 9 18 04:55 AM 0.1 3 3 04:46 AM 0.7 21 18 04:55 AM 0.2 6 3 05:28 AM 0.5 15 18 05:03 AM 0.0 0
10:06 AM -2.0 -61 11'05 AM -1.6 49 10:57 AM -2.1 64 11:00 AM -1.8 -55 11:36 AM -2.2 67 11:07 AM -2.1 -64
F 04:29 PM 0.4 12 Sa 05:20 PM 0.2 6 M 05:05 PM 0.7 21 Tu 05:01 PM 0.2 6 W 05:37 PM 0.4 12 Th 05:03 PM -0.1 -3
10:43 PM -1.9 -58 11:36 PM -1.7 -52 11:22 PM -2.4 -73 11:18 PM -2.1 -64 11:55 PM -2.7 -82 11:24 PM -2.6 -79
4 04:55 AM 0.5 15 19 05:47 AM 0.2 6 4 05:42 AM 0.9 27 19 05:40 AM 0.4 12 4 06:20 AM 0.6 18 19 05:50 AM 0.1 3
11:13 AM -2.1 -64 11:56 AM -1.7 -52 11:53 AM -2.2 67 11:45 AM -1.9 58 12:27 PM -2.3 -70 11:55 AM -2.2 -67
Sa 05:31 PM 0.6 18 Su 06:06 PM 0.3 9 Tu 05:58 PM 0.8 24 W 05:44 PM 0.3 9 Th 06:26 PM 0,4 12 F 05:51 PM 0.0 0
11:45 PM -2,2 -67
5 05:59 AM 0.7 21 20 12:19 AM -1.8 -55 5 12:13 AM -2.6 -79 20 12:00 AM -2.3 -70 5 12:43 AM -2.8 -85 20 12:10 AM -2.8 -85
12:14 PM -2.3 -70 06:33 AM 0.4 12 06:34 AM 1.0 30 06:22 AM 0.5 15 07:07 AM 0.6 18 06:36 AM 0.3 9
Su 06:27 PM 0.8 24 M 12:40 PM -1.8 -55 W 12:44 PM -2.3 -70 Th 12:28 PM -2.0 -61 F 01:15 PM -2.3 -70 Sa 12:42 PM -2.4 -73
06:46 PM 0.4 12 06:46 PM 0.8 24 06:25 PM 0.4 12 07:13 PM 0.4 12 06:39 PM 0.2 6
6 12:40 AM -2.4 -73 21 12:59 AM -2.0 -61 6 01:02 AM -2.7 -82 21 12:40 AM -2.4 -73 6 01:29 AM -2.8 -85 21 12:57 AM -2.9 -88
06:56 AM 0.9 27 07:14 AM 0.5 15 07:23 AM 1.0 30 07:03 AM 0.6 18 07:52 AM 0.6 18 07:22 AM 0.4 12
M 01:09 PM -2.4 -73 Tu 01:21 PM -1.9 -58 Th 01:32 PM -2.3 -70 F 01:09 PM -2.1 -64 Sa 02:00 PM -2.3 -70 Su 01:28 PM -2.5 -76
07:19 PM 0.9 27 07:24 PM 0.5 15 O 07:33 PM 0.8 24 07:06 PM 0.4 12 O 07:57 PM 0.4 12 07:2B PM 0.3 9
7 01:32 AM -2.6 -79 22 01:36 AM -2.1 -64 7 01:48 AM -2.7 -82 22 01:21 AM -2.5 -76 7 02:12 AM -2.7 -82 22 01:43 AM -3.0 -91
07:49 AM 1.1 34 07:53 AM 0.6 18 06:09 AM 1.0 30 07:44 AM 0.7 21 08:35 AM 0.6 18 08:07 AM 0.5 15
Tu 02:01 PM -2.5 76 W 02:00 PM -1.9 -58 F 02:18 PM -2.3 70 Sa 01:51 PM -2.1 64 Su 02:43 PM -2.3 -70 M 02:15 PM -2.6 -79
08:08 PM 1,0 30 08:00 PM 0.5 15 08:18 PM 0.8 24 • 07:47 PM 0.6 15 08:40 PM 0.3 9 • 08:15 PM 0,3 9
8 02:21 AM -2.7 -82 23 02:12 AM -2.2 -67 8 02:32 AM -2.6 -79 23 02:03 AM -2.6 -79 8 02:54 AM -2.7 -82 23 02:31 AM -3.1 -94
08:39 AM 1.2 37 08:31 AM 0.7 21 06:55 AM 1.0 30 08:27 AM 0.7 21 09:16 AM 0.5 15 08:53 AM 0.6 15
W 02:50 PM -2.5 -76 Th 02:38 PM -2.0 61 Sa 03:03 PM -2.2 67 Su 02:34 PM -2.2 -67 M 03:25 PM -2.3 -70 Tu 03:03 PM -2.7 -82
O 08:55 PM 1.0 30, • 08:37 PM 0.6 18 09:02 PM 0,7 21 08:31 PM 0.5 15 09:23 PM 0.2 6 09:05 PM 0.3 9
9 03:09 AM -2.7 -82 24 02:49 AM -2.3 -70 9 03:16 AM -2.5 -76 24 02:47 AM -2.6 -79 9 03:35 AM -2.5 -76 24 03:20 AM -3.0 -91
09:27 AM 1.2 37 09:09 AM 0.8 24 09:39 AM 0.8 24 09:11 AM 0.7 21 09:57 AM 0.4 12 09:41 AM 0.5 16
Th 03:37 PM -2.4 -73 F 03:15 PM -2.0 61 Su 03:48 PM -2.1 64 M 03:19 PM -2,2 67 Tu 04:07 PM -2.2 67 W 03:52 PM -2.7 -82
09:41 PM 1.0 30 09:13 PM 0.6 18 09:47 PM 0.5 15 09:17 PM 0.5 15 10:06 PM 0.1 3 09:57 PM 0,3 9
10 03:55 AM -2.7 -82 25 03:27 AM -2.3 -70 10 04:00 AM -2.4 -73 25 03:33 AM -2.6 -79 10 04:16 AM -2.4 -73 25 04:11 AM -3.0 -91
10:15 AM 1.1 34 09:48 AM 0.8 24 10:24 AM 0.7 21 09:57 AM 0.7 21 10:38 AM 0.2 6 10:31 AM 0.4 12
F 04:24 PM -2.3 -70 Sa 03:54 PM -2.0 -61 M 04:34 PM -1.9 58 Tu 04:06 PM -2.2 67 W 04:50 PM -2.1 64 Th 04:44 PM -2.8 -85
t 10:27 PM 0.9 27 09:52 PM 0.6 18 1032 PM 0.4 12 10:08 PM 0.5 15 10:50 PM -0.1 -3 10:52 PM 0.3 9
11 04:41 AM -2.6 -79 26 04:06 AM -2.3 -70 11 04:45 AM -2,2 -67 26 04:23 AM -2.5 -76 11 04:59 AM -2.3 -70 26 05:05 AM -2.8 -85
11:02 AM 1.0 30 10:29 AM 0.8 24 11:09 AM 0.5 15 10:46 AM 0.6 18 11:19 AM 0.1 3 11:23 AM 0.3 9
i Sa 05:11 PM -2.1 -64 Su 04:36 PM -1.9 -58 Fu 05:21 PM -1.8 -55 W 04:58 PM -2.2 -67 Th 0534 PM -2.1 -64 F 05:39 PM -2.7 -82
11:13 PM 0.7 21 10:34 PM 0.6 18 11:20 PM 0.2 6 11:03 PM 0.4 12 11:37 PM -0.2 -6 11:51 PM 0.2 6
i
12 05:28 AM -2.4 -73 27 04:49 AM -2.3 -70 12 05:33 AM -2.0 -61 27 05:18 AM -2.4 -73 12 05:44 AM -2.1 -64 27 06:03 AM -2.7 -82
t 11:51 AM 0.8 24 11:13 AM 0.7 21 11:57 AM 0.3 9 11:40 AM 0.5 15 12:03 PM 0.0 0 12:18 PM 0.2 6
Su 06:00 PM -2.0 -61 M 05:21 PM -1.9 -58 W 06:11 PM -1.7 52 Th 05:55 PM -2.2 67 F 06:21 PM -2.0 -61 Sa 06:38 PM -2.7 -82
11:20 PM 0.5 15
13 12:01 AM 0.5 15 28 05:37 AM -2.2 -67 13 12:13 AM 0.1 3 28 12:03 AM 0.3 9 13 12:27 AM -0.3 -9 28 12:54 AM 0.1 3
06:17 AM -2.2 67 12:01 PM 0,6 18 06:24 AM -1,8 -55 06:18 AM -2.3 70 06:33 AM -2.0 -61 07:04 AM -2.5 -76
M 12:41 PM 0.6 18 Tu 06:11 PM -1.8 -55 Th 12:47 PM 0.2 6 F 12:38 PM 0.4 12 Sa 12:49 PM -0.1 -3 Su 01:17 PM 0.1 3
06:52 PM -1.8 -55 07:05 PM -1.7 -52 06:57 PM -2.2 -57 07:11 PM -2.0 -61 U 07:39 PM -2.7 -82
14 12:53 AM 0.3 9 29 12:12 AM 0.4 12 14 01:10 AM 0.0 0 29 01:10 AM 0.3 9 14 01:22 AM -0.3 -9 29 02:00 AM 0.0 0
07:09 AM -2.0 -61 06:30 AM -2.1 64 07:20 AM -1.7 52 07:23 AM -2.2 -67 07:27 AM -1.9 -58 08:10 AM -2.4 -73
Tu 01:35 PM 0.4 12 W 12:56 PM 0.5 15 F 01:41 PM 0.1 3 Sa 01:41 PM 0.3 9 Su 01:39 PM -0.2 -6 M 02:19 PM 0.0 0
07:47 PM -1.6 -49 07:08 PM -1.8 -55 0 08:02 PM -1.7 -52 O 08:01 PM -2.3 -70 O 08:03 PM -2.1 -64 08:43 PM -2.7 -82
15 01:49 AM 0.1 3 30 01:13 AM 0.4 12 15 02:11 AM -0,1 -3 30 02:19 AM 0.3 9 15 02:20 AM -0.3 -9 30 03:08 AM 0.0 0
W Tu
08:05 AM -1.8 -55 07:31 AM -2.0 61 08:19 AM -1.6 49 08:31 AM -2.1 -64 08:23 AM -1.9 -58 09:16 AM -2.3 -70
i Th Sa Su M
02:32 PM 0.3 9 01:56 PM 0.5 15 02:36 PM 0.1 3 02:44 PM 0.3 9 02:31 PM -0.2 -6 03:21 PM -0.1 -3
O 08:48 PM -1.5 -46 08:12 PM -1.8 -55 08:57 PM -1.7 -52 09:06 PM -2.3 -70 08:55 PM -2.1 -64 09:45 PM -2.7 -82
' 31 02:22 AM 0.3 9 31 04:13 AM 0.0 0
08:39 AM -2.0 -61 10:20 AM -2.3 -70
F 03:02 PM 0.5 15 W 04:21 PM -0.1 -3
O 09:20 PM -1.9 -58 10:44 PM -2.8 -85
I
Disclaimer:These data are based upon the latest information available as of the date of your request,and may differ from the published tide tables.
"Warning-,The above:predictions referred to MHW and riot to the chart datum of MLLW;Therefore should not be used for navigation purposes.
Generated On:Tue Feb 04 23:46:32 GIvl-f'2014 Page 5 of 5
1
......................................................................................................................................................................._..__........................._._..._..__.............................................................
tj rT-tt et H^A AA 2
Section 2 • Data and Methodology
2.3.9.4.5 Stonnwater Master Plan Approach to Evaluation of sea-Level Rise
Based on the volitility in long-term projections, the analysis discussed later in this report recognizes the
following:
■ Master Plan Capital Improvement Projects are for 20-year period,
Sea level rise projections are made on a 50-year cycle based on the high, intermediate and historic
patterns as defined by the USACE(Figure 2-21)
■ The Best Management Practice(BMP)Treatment Train(section 2.7.3)and use of backflow
prevention devices is applicable for both 20 and 50 year periods
■ As more definitive instruction becomes available from international(IPCC), Federal,State,and
local(CCATF),the BMP concept can be modified to store and or convey more flow to address
higher tidal conditions.
2.3.10 Model Calibration/Verification
Model validation refers to reviewing model results,comparing them to expected,reasonable values or
those measured in the field during an actual rainfall event,the adjusting model parameters if needed
to better match model result with values.This exercise serves as verification of the model results,and
helps to establish model reliability.The model was developed using measured and standard literature
values for the modeling parameters.During validation,parameter values were fine-tuned until the
model output was consistent with the in-situ data.
2.3.10.1 Flow and Rainfall Measurements
The City currently does not have an operating flood stage or stormwater flow measurement system.
Therefore,validation based on formally measured stages and flows was not possible. However,some
stage estimates could be made from past flood events,as discussed below.
2.3.10.2 SWMM Validation
Model parameter estimates were checked for validity during design storm events as possible.The
following is a summary of data collected and used to validate the SWMM for various locations in
Miami Beach.
Investigations including photo-archive retrievals,field visits,photography in combination with flood
depth measurements and discussions with City staff were performed as part of the activity.Storm
event rainfall data was retrieved from City of Miami Beach rain gages and tidal data retrieved from
NQAA.Table 2-5 presents the rainfall events utilized as part of the validation effort and the associated
rainfall gage.
M :... ........... ..... ..... ................ .............. .....
cmKM3132.Sec2.CM8 SWMP.docx 2-44
r
Section 2 • Data and Methodology
Table 2-5 Model Validation Events
Rainfall Depth
Rainfall Event Date Rain Gage
k�$
3
9,
2
S City of Miami Beach
June 5,2009 9.3 3
(Flamingo Park)
City of Miami Beach
June 4,2010 3.7 3 (Flamingo Park)
J City of Miami Beach
July 2,2010 2.1 2
(Flamingo Park)
2.3.10.2.1 June 5,2009 Storm Event
The June 5,2009 rainfall event began around 1:00 pm,lasting until approximately 4:30 pm,totaling
approximately 9.3 inches of rainfall depth as shown in Photograph 2-3A,2-3B,and 2-3C. Historical
photos were collected from various sources and flooding Locations were identified using high
resolution aerial images.Figure 2-22 summarizes the model results against the field observations at
the intersection of 14th Street and Alton Road,which presently is served by a CVS pharmacy.Table 2-
6 shows the model estimated flooding at an elevation of 3.0 ft-NAND while field observations
estimated flooding at an elevation of 3.0 ft-NAVD#. Photograph 2-3A shows the observed flooding at
this location.
Table 2-6 June 5,2009 Storm Field Verification/Model Comparison
Estimated Model Flood
Location Elevation Elevation
3
14th Street&Alton Road CVS 3.0 3.0#
10`h Street&Alton Road 2.7 2.7#
le Street&Meridian Av 3.0 3.2#
w, m...0.... .�. .;; ,tt..a ,,......
1"
1
I;
7?
is
ii
CMKM3132.Sec2.CM8_SWMP.docx 2-455
____ _................................_........................................._...._...---._................................__.
a
Field Estimate Location
Estimated Depth=14"(1.2')
Observed Flood Elev=+/ 3.0 ft-NAVD
Modeled Flood Elev 3.0 ft-NAVD
?� r
,3 5
q H
F
E
2. y g
I
{{a
3
8 "
,
y
s
• .. Ili... ;%
i, r'x�•YSi
Vuwwvc.
,
p
Legend
14TH
Estimated Flooding Area
k
f
Su Eiev
&my"Sww r.FOOT
N June 5, 2009 Storm Event (9.3 inches) Figure 2.22
14th Street& Alton Road Flood Verification
F 0 25 50 100 p
F8 @f
Section 2 • Data and Methodology
g�
f
{14M ARM Rd}
wads Elev=1.7 ft-NAVD
Depth=14'+!-
Mood Etev=3.0 VD•IPL-
Photograph 2-3Az Flooding at 14th Street and Alton Road—14 inch flood depth(June 5,2009)
Figure 2-23 and Table 2-6 show for the intersection of 10th Street and Alton Road that the model
it
estimated flooding at an elevation of 2.7 ft-NAVD while field observations estimated flooding at an
7
elevation of 2.7 ft-NAVD±. Photograph 2-31B shows the observed flooding at this location.
r
CmKM3132.Sec2.CMiB SWMP.docx 2-47
i
1034 Afton Road
Fleld Estirnate Location
Estimated Depth=12"(1,0')
Observed Flood Elev +1-2.7 ft NAVD
Modeled Flood Elev=2.7 ft-NAVD µ "
u
4
"
x �
4
E
mnaYw
t
r
f
i€
a:.
S �
w
Ly
k
10TH
a 0
Legend
Estimated Flooding Area ;
b
,
• Stt� teY._(ft-NAVD)_... ...:w
N June 5,2009 Storm Event (9.3 inches) Figure 2-23
10th Street&Alton Road Flood Verification
0 25 50 100
Feet
f
1$ f pumsu q�w 24S CaY4 ansba iqn mxa
_...._.__......................._.... —......................................... ...._.._.
I -
................................................................................................................................_.................................................................._._..............._......_....__............_..._...........__....._..._..__.
Section 2 • Data and Methodology
x
�vroA•t.w�+►va
li�rwon=zr 4-NAVO+v-
j
1
Photograph 2-313:Flooding at le Street and Alton Road—12 Inch flood depth(June 5,2009)
Figure 2-24 and Table 2-6 show for the intersection of 16th Street and Meridian Avenue that the model
estimated flooding at an elevation of 3.0 ft-NAVD while field observations estimated flooding at an
elevation of 3.2 ft-NAVD±.Photograph 2-3C shows the observed flooding at this location.
1.
x
stow
`�pwr:�a�A�wtvn
-�xv�rm a.rvxnw.w .:uw..„av:ww,uxz 3m�ns+;W �....vew.xw ,%aewv�x%w.�a�xuwkviw.R�w�mm�!.wxx�aku
P
{
f
pj#p
Photograph 2-3C:Flooding near le Street and Meridian Avenue—3 inch flood depth(June 5,2009)
The model results for the June 5,2009 event are summarized in Table C-9 of the Appendix.See
Appendix E for all photos taken during the field visits.
23.10.2:2 June 4,2010 Storm Event
The June 4,2010 storm event began at approximately 4A0 pm,ending before 7:00 pm,totaling
approximately 3.7 inches in rainfall depth as measured from, Miami Beach rain gage located in
I
CmKM3132.Sea.CMB SWMP.docx 2-49
ix
',i
i � ........... ............................. .
Section 2 • Data and Methodology
7 J�
a
i
j
3
3
r:
ELY+12�fAYD !
�•1.��.WkVp.
3
Photograph 2-SC:Flooding at 10th Street and Alton Road—approximately 4 inch flood depth at road crown
(July 2,2010)
2 3..10.2.4 Middle and North Beach Validation
Validation sources were more limited for the Middle and North Beach locations.No photographic
evidence of flooding was available for these locations.Therefore,the validation effort consisted of
review of the 5-year capital plan developed as part of the 1997 SWMP comparing the identified
I priority for Middle and North Beach HUs in comparison to model results.
3s.
Additional validation was 3 performed by comparing identified repetitive loss properties to locations
where the model identified that the system was not meeting LOS.
2.4 Water Quality Parameters
The NPDES program has established a set of parameters that are analyzed annually in order for the
City to remain in compliance. The regulated entities covered by the NPDES permit are required to ,..._«.rr.. ....
l
implement stormwater pollution prevention plans(SWPPPs)and stormwater management programs
(both using BMPs)that effectively reduce or prevent the discharge of pollutants into receiving waters.
In order to evaluate the expected annual and seasonal loading rates of the NPDES parameters,a
WMM application was developed for the study area.The WMM evaluates the relative contribution of
non-point source pollutant loads considering the existing land uses and associated event mean
concentrations(EMCs),existing BMPs and their associated pollutant removal rates,and local
hydrology.
A detailed discussion of the WMM application to the study area is presented in Section b,where the
benefit of the proposed BMPs is evaluated with respect to the existing conditions.
CKM3132.Sec2.CMB SWMP.docx 2-57
2.92
d 9
�
R
2.&',
to Crown Meridian Avenue •
Reid Estimate Location
Ertl heWd Depth-T(0.25`)
Observed Mood Elev=+/-3:2 ft-NAVD
7
Melded Flood Bev=3.0#f-NAVQ
2.11
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Sauna 9Ur4W.City of Miami Beach
N June 5, 2009 Storm Event (9.3 inches) Figure 2-24
16th Street & Meridian Avenue Flood Verification
' D 25 50 100
NNW Feet
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........................................................................................................................ Section 2 Data and Methodology
Flamingo Park.Photographs were taken at the intersection of 14th Street and Alton Road as shown in
Photograph 2-4A►,2-4113,and 2-4C.Figure 2-25 summarizes the model results against the field
Interpretation of the photographs for the 14th Street and Alton Road location.Table 2-7 shows the
modeled estimated flood elevation of 2.2 ft-NAVD in comparison to the field interpretation of photos
estimated flooding at an elevation of 2.0 ft-NAVD i.Photographs 2-4A and 2-48 show the observed
flvodi i at this location.The model results for the June 4 2010 event are summarized in Table C-8 of
the Appendix.
Table 2-T June 462010 Storm Field Verification/Model Comparison
Field Estimated Flood
Elevation
x
f
14 Street&Alton Road 2.2 2.0+ `
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Field Estimate Location
Estimated Depth=4"(0.33')
Observed Flood Elev=+/-2.0 ft-NAVD
Modeled Flood Elev=2.2 ft-NAVD
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=timated Depth=3"(0.25')
observed Flood Elev=+/-2.0 ft-NAVD
Modeled Flood Elev=2.2 ft-NAVD .
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x ! rvey,"Elev{ft-NAV D)
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Source survey:FOOT
N JlUne 4, 2010 Storm Event (3.7 inches) Figure 2-25
14th Street &Alton Road Flood Verification
.
771 1 0 25 50 900
Feet
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Section 2 • Data and Methodology
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ROW CMWn Bev=1.?R-NAVD
Food Eiev=3..0 ft-NAVD+f
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Photograph 2-4B:Flooding at 14th Street and Alton Road—3 inch flood depth(June 4,2010)
2.3.10.2.3 July 2,2010 Storm Event
The July 2,2010 storm began at approximately 5:00 pm,ending before 7:00 pm,totaling
approximately 2.1 inches in depth as measured from,Miami Beach rain gage located in Flamingo Park.
Photographs were taken at the inter section of 14th Street and Alton Road as shown in Photograph 2-
i
5A,2-5B,and 2-5C. Figure 2-26 SLIM marizes the model results against the field observations for the
14th Street and Alton Road location.Table 2-8 shows for this intersection that the SWMM estimated
flooding at an elevation of 1.9 ft-NAVD while field observations estimated flooding at an elevation of
1.7 ft-NAVD#. Photos 2-5A and 2-5B show the observed flooding and field measurement at this
location.The model results for the J Lily 2,2010 event are summarized in Table C-7 of the Appendix.
Table 2-8 July 2,2010 Storm Field verification/Model Comparison
-nated Flood
Model Estimated Flood Field Esth
Loca 3 r;�,
L K Elevation Elevation
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14th Street&Alton Road 1.9 1.7#
10th Street&Alton Road 1.8 1.6#
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1
Figure 2-27 summarizes the mode-1 results against the field observations for the 10th Street and Alton
1.
Road location for the July 2, ,~'010 eve nt.Table 2-8 shows the model estimated flooding at an elevation
1,
1
3'
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Field Measurement Location E
Measured Depth 11"(00)
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Modeled Flood Bev= 1,9 ft-NAVD
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f
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Sawn Swwjr.FDOT
N
July 2,2010 Storm Event Figure 2-26
14th Street&Alton Road Flood Verification
0 25 50 loo
_ Feet
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Legend ��
Estimated Flooding Area
x
._..:..Survey.:Elegy(ft-NAVD)
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Uume Surnr.FOOT
N July 2, 2010 Storm Event Figure 2-27
10th Street &Alton Road Flood Verification
0 25 50 900
Feet
c;r yam cc e.s a r.a eFpu. wzs�wo roz+o to M4
.............-..........................-.............I............ .............................................
Section 2 • Data and Methodology
of 1.8 ft-NAVD in comparison to the field observation estimated flooding at an elevation of 1.6
ft-NAVD t.Photograph 2-5G shows the observed flooding at this location.
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Photograph 2-5A:Flooding at 10 Street and Alton Road(July 2,2010)
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Photograph 2-515:Flooding at 10 Street and Alton Road-11'flood depth(July 2,2010)
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