11-23-1999 Workshop Meeting
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2999NE 191"_ Sult..SOO AVaIIJU1l.FL33180
City Commission
, Workshop Meeting
November 23,19999:00 A.M.
Executive Conference Room
AGENDA
1. L~~~U~S~sronPriom~s
2. Telecommunications Ordinance
3. Formosa Termite Update
4. Expansion of Bus Service
5. Park Water Feature Study Update
6. Internet Tax Freedom Act (Commissioner
Rogers Libert)
7 Gun Free Zone (Commissioner Beskin)
8. Volunteer Program (Vice Mayor Berger)
9. Office Building Signage (Commissioner
Perlow)
10. Board Reports
Next Meeting - Defibrillators
This meeting is open to the public. In accordance with the Americans with Disabilities Act of 1990, all persons who are
disabled and who need special accommodations to participate in this meeting because of that disability should contact
the Office of the City Clerk, 305-466-8901, not later than two days prior to such proceeding.
CITY OF AVENTURA
LEGISLATIVE PROGRAM AND PRIORITIES
DRAFT
2000
Mayor Arthur I. Snyder
Vice Mayor Ken Cohen
Commissioner Arthur Berger
Commissioner Jay R. Beskin
Commissioner Harry Holzberg
Commissioner Jeffrey M. Perlow
Commissioner Patricia Rogers-Libert
City Manager Eric M. Soroka
City Clerk Teresa M. Soroka
City Attorney Weiss Serota Helfman Pastoriza & Guedes, P.A.
CITY OF AVENTURA
LEGISLATIVE PROGRAMS AND PRIORITIES
2000
This document is intended to provide direction to the City Manager, City Attorney and
Legislative Lobbyist as to the official City position regarding issues and pending
legislation which would affect the operation of local government. This document further
provides priorities for the acquisition of supplemental funding (grants) for various
programs.
The City of Aventura will endorse and support legislation that will:
1. Revise subsection (11) of Section 166.411, Florida Statues to add lands to be
conveyed by a City to a School Board to the list of public purposes to utilize
eminent domain proceedings.
2. Will not create revisions in municipal pension plans or State Statues that will
impose additional mandated financial obligations for municipalities.
3. Revise current State Statues to provide for standing for Cities to contest property
assessment amounts assigned by the Dade County Property Appraiser.
4. Adopt the 2000 Policy Statement of the Florida League of Cities
The City of Aventura will seek financial assistance and grants for the following
projects:
1. Funding for Stormwater drainage improvements.
2. Transportation funding for the operation of the Aventura shuttle bus
transportation system..
3. Funding for emergency operations center in new Government Center.
4. Park development or acquisition of land for park purposes.
2000 REGULAR SESSION
AN ACT RELATING TO MUNICIPALITIES; AMENDING
SECTION 166.411 ENTITLED "EMINENT DOMAIN; USES
OR PURPOSES" CREATING SUBSECTION (11);
PROVIDING THAT ACQUISITION OF PROPERTY FOR
CONVEYANCE TO SCHOOL BOARD CONSTITUTES A
MUNICIPAL PUBLIC PURPOSE; PROVIDING AN
EFFECTIVE DATE.
BE IT ENACTED by the Legislature of the State of Florida:
Section 1. Subsection (11) of Section 166.411, Florida Statutes, is created to read as
follows: 1
166.411 Eminent domain; uses or purposes.--Municipalities are authorized to
exercise the power of eminent domain for the following uses or purposes:
(1) For the proper and efficient carrying into effect of any proposed scheme or
plan of drainage, ditching, grading, filling, or other public improvement
deemed necessary or expedient for the preservation of the public health, or
for other good reason connected in anywise with the public welfare or the
interests of the municipality and the people thereof;
(2) Over railroads, traction and streetcar lines, telephone and telegraph lines,
all public and private streets and highways, drainage districts, bridge
districts, school districts, or any other public or private lands whatsoever
necessary to enable the accomplishment of purposes listed in s. 180.06;
(3) For streets, lanes, alleys, and ways;
(4) For public parks, squares, and grounds;
(5) For drainage, for raising or filling in land in order to promote sanitation
and healthfulness, and for the taking of easements for the drainage of the
land of one person over and through the land of another;
(6) For reclaiming and filling when lands are low and wet, or overflowed
altogether or at times, or entirely or partly;
(7) For the abatement of any nuisance;
1 I Additions are indicated by underline; deletions by st:ilrethFeagh.
(8) For the use of water pipes and for sewerage and drainage purposes;
(9) For laying wires and conduits underground; aHd
(10) For city buildings, waterworks, ponds, and other municipal purposes
which shall be coextensive with the powers of the municipality exercising
the right of eminent domain; and
(11) For obtaining lands to be conveyed by the municipality to the school board
of the school district for the County within which the municipality is
located, if the school board requests, in writing, that the municioalitv
obtain such lands for conveyance to the school board and promises to use
its best efforts to establish a public school thereon. Fulfilling the purpose
of subsection (11) hereof is hereby recognized as constituting a valid
municipal public purpose.
Section 2. This act shall take effect upon becoming law
Approved by the Governor
Filed in Office Secretary of State
328001 \prqJaration\2000 regular session
2
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LEIBOWITZ & ASSOCIATES, EA.
.IItAULIO L. BAU
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ILA L. F'[Lb
ALLISON .It. HIFT
MATTH[W L_ LIL'.OWI'T'Z
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SUNTMVST IHTER:NA,TrONAL C:~NTER
ONE. SOUTHEAST ,").tlRO A.VENU[
MI"....r. F"LOAIDA 3-3131.['718
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TELECOPI!:R; (30liJ 530-9417
It-HArL Broadlawfjaol.com
October 8,1999
Pi.. F:u:sinlile (30';) 466-8919
Elic Soroka
City Manager
City of Aventur;;
299!/ NE 191" SIT~et
Suite 500
AvenlUr.l, FL 33130
RE: Proposed Telecommunic-atious Ordinance
Dear Mr. Soroka:
!>"tlhe Commission Workshop 011 Sepla'nber 29, 1999, the Law Firm '<as direclCd 10 produce
;; comparison of provisions contained wilhin the existing BcUSouth frallchise and rdevant sections of
the proposed telecommunications ordinance wlder consideration by the City of Avelltura.
Enclosed please find that compmi.soll for your review. As you c-d1l see, 've have pointed out
certain sections of the BeIlSouth franchi.e whc..re the CilY's interests may not be adequardy protected,
and cOlllrasted them with con'csponding portions of the proposed ordinance. In addition, we have
also listed certain sections of the proposed ordinance which are not addressed by the existing
BdlSoudl fj<wchis'~,
As was discussed at the workshop, in the absence of the City's adoption of a morc
comprehensive telecommunications ordin.;mce, the e>.isting BeUSoudl franchise will esw,lish the
bcndunark a,,"<linst which od,er li=chises with telecommunications provider:< will be negoti..tt:d. The
proposed telecommunications ordinance seeks to serve tIu'ee fund.,memal purposes: (I) establish the
level of playing field for access to the City' s rigllt>-<>I~way by wmpctitive telecommunications service
providers; (2) eslablish reasonable regulations for acress to the City's rights-of-way; and (3) Ii'\: the
noncliscrimulatory compensation to be paid by telecomlllwlications service providers to the City for
access to the rights-or-ways.
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October 8, 1999
P:Jge2
If you should have any questioll', pleasE do not hesitate to contact me,
SinCerel.Y ~.d] ,
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cc: Mauhew L. Leibowitz, Esq.
lla L Fdd, Esq,
Enclosure
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UIl!I0WI7Z & Assoc:.:t.4.ns. P.A..
SU(TE; '....50, ONE. SQU'rIo-iEAl5T TMIRD AVENUlE, MIA....', FLORro.... 3-1131-1713 . T~U!:""'ONE C305) 540_13ZZ
6H:1 ~,)I) 'Hl;
Issue
l.
Recurring
Local
Service
Revenues
2.
Review of
Records and
Audit
Rights.
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Comparison of City of Aventura
Ordillance 97-02 (BelISouth Franchise)
aDd the Proposed Telecommuoications Ordinance
Existing BellSoutl1 Franchise
Neither the existing BellSouth
franchise, nor current applicable
law, dcfines the tean 'recurring
local service,' No competition
spurs the development of new, and
often unanticipated, services, a
,
lack of definition, combined with
lack of adequate infOrmation (see
Issue 2 below), creates uncertainty
as to the adequacy 0 f franchise fee
payments, with no means of
addressing that uncertainty,
Section 4 of the BellSouth
Franchise reserves the City's right
"to review the Company's billing
and payment records, "'pon ...Itick
tIle payments were based..... The
language implies that if a payment
was not based on a certain record,
BellSouth would not be obligated to
provide that information for review,
Therefore, the language III the
existing Franchise limits
BeUSouth.s obligation to provide
records for inspection by the City to
only those which, in the Company's
discretion, were used to a calculate
the payments due to the City.
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Page I
Proposed TelecO_ications
Ordinance
Section 2 of the proposed ordinance
contains a definition of recurring local
service which seeks to lend certainty to
the revenue base used to calculate
franchise fees, and also address future
advances in services,
Section 6 of the proposed ordinance
reserves the City's rights to inspect on an
annual basis all books and records which
relate to the calculation of the franchise fee
payments, or any other payments to the
City, Or to proper performance of any
terms of the franchise. In addition, the
ordinance also establishes that in the event
the City audits the Company's books and
determines that there is an underpayment
of franchise fees to the City in excess of
two (2%) percent, the Company shall pay
all reasonable costs and expenses of the
audit.
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3.
Transfers.
4.
Revocation
and
Forfeiture.
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SectioD S of the existing BellSouth Section 11 of the pwposed ordinance
franchise states that if the rights of reserves the City's authority to consider
the franchise are transferred or the transfer of rights under the franchise in
assigned by BeUSouth to any third the context of addres_::18 any outstanding
party, such third party shall be noncompliance by the existing franchisee,
obligated to comply with all of the and securing the acceptance of the
terms and conditions of the franchise's terms and conditions by the
franchise. The provision does nol proposed transferee.
address any urunet Obligations by
the transferor (BellSouth) and any
methods 10 address such existing
issues of noncompliance.
SectiOD 6 of the BellSouth SectioQ 16 of the proposed ordinance
franchise establishes that the establishes procedures which the City
Company's noncompliance "in any must undertake in order 10 revoke the
substantial respect" with material franchise for material violation of its
provisions of the franchise shall be terms, and/Or Federal, slate or local law.
grounds for forfeiture. Only a This Section establishes specific notice
Court can determine that the and hearing requirements in order 10 effecl
Company has failed to comply with the revocation. In addition, the section
a provision of thc franchise. It is addresses any relief from appropriate state
unclear as to the process or agencies which may be necessary in order
procedure which the City must to overcome a telecommunications
follow, if any, to effect the company's legal right to access to a City's
revocation and subsequent rights-of-way pursuant to Federal law.
forfeiture of the Complll1Y's rights
under the franchise.
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Page 2
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5
Construction
and
Maintenance
6.
Enforcement
Remedies.
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Section 9 of the existing BellSouth
franchise sets forth the obligations
of the franchisee to replace and
testore the rights-oC-way incident to
its constmction of facilities within
the rights-of-way. The last sentence
states that the City .shall promptly
provide all permits, licenses and
other authorizations necessary for
the pwpose of installing,
m.aintaining, and operating and
Npairing thc system and facilities."
The language seems to
unconditionally commit the City to
provide permits to BellSouth for
construction of its facilities. There
is no corresponding obligation of
BellSouth to follow the pettnitting
procedures of the City.
None.
\\21SIlJ:JI>>'.1999\"W:1lT1Ir.l1J'4cm05:l.Silk.b-y,sidc.wpd
Page 3
1.
Section 8 of the proposed ordinance in
part, obligates the franchisee to comply
with and abide by all applicable provisions
of state and local law, including applicable
ZOllll1g regulations and permitting
procedures. This section further obligates
the franchisee to obtain any and all
required pennits and pay any and all
required fees before commencing any
conslrllction on the public right-of-way.
To the extent that a franchisee fails to
comply with the terms of a franchise or the
ordinance, certain remedies in the way oC
fines would be available to the City under
the ordinance. The existing BellSouth
franchise only offers revocation as a
remedy for a material violation of the
terms 0 f the franchise. This fails to
address the possibility of other violations
which may not rise to the level of material
and therefore not merit revocation, but still
affect the City's management of its rights-
of-way.
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Security
Fund.
8.
Renewal of
Franchise.
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None
None
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Page 4
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The proposed ordinance establishes a
requirement for a telecommunications
service provider to establish a security
fund, in the form of cash, bond or
corporate guaranty, in order to ensure the
provider's compliance with the terms of
the ordinance and franchise. The security
fund estab Iishes an available source of
funds to address violations of the terms of
the franchise, including any penalties or
liquidated damages that may be assessed
as a result. This issue may bc of
importance to the City, in light of the fact
that competition will result in new
providers increasing demand for access to
the City's rights-of-way, thereby
increasing the risk of noncompliance or
violations oCthe terms ofa franchise.
The proposed ordinance establishes a
procedure by which franchises will be
renewed with the City. It sets forth
specific criteria whicn will be considered
consisteot with applicable law, such as the
status of a franchisee's compliance with its
current franchise.
THE CITY OF A VENTURA
OFFICE OF THE CITY MANAGER
FROM:
November 15, 1999
ly M'"',,,, ~
TO:
DATE:
SUBJECT: Formosan Termite Survey
Attached are the results from the subject survey. If you need additional information,
please let me know.
Condominium Treatment # of Bld2S. Date Company Monitor
The Point Yes 1 Currentlv Hulett N/A
Biscayne Lake Yes 15 Currently N/A N/A
Gardens
Bonavista Yes 1 5/97 Truly Nolan Yes
Biscayne Cove Yes 1 1998 Orkin N/A
Landmark Yes 1 1998 Truly Nolan Yes
Portsview Yes 3 plus 1998-99 Term Pest Yes
Townhomes
One Island Yes 3 1998-99 A-I Pride Yes
Place
Villa Dorada Yes 10 1998 Terminex Yes
Tumberry Isle Yes 1 1/99 Term Pest Yes
Condo Assoc.
Bravura I & II Yes 1 N/A Orkin Yes
Terraces of Yes 1 1997 GuaranteeIFloridian Yes
Tumberrv
Waterview Yes N/A 1991 Bug Killers N/A
1000 Island Inspected N/A 1999 Bug Off No
Blvd. termites
Commodore Inspected N/A 1999 Bug Off No
Plaza termites
Turnberry No N/A N/A N/A N/A
Towers
Point East No N/A N/A N/A N/A
Mystic Pointe No N/A N/A N/A N/A
Tower 100
Mystic Pointe No N/A N/A N/A N/A
Tower 300
Mediterranean No N/A N/A N/A N/A
Village Assoc.
Marina Tower No N/A N/A N/A N/A
Coronado No N/A N/A N/A N/A
Summit No N/A N/A N/A N/A
Mystic Pointe No N/A N/A N/A N/A
Tower 200
Ensenada No N/A N/A N/A N/A
7900 Island Yes N/A 10/6/99 Truly Nolan Yes
Blvd.
3710 NE 296 Yes N/A 10/13/99 Truly Nolan Yes
T erracee
Hamptons Yes N/A 9/27/99 Trulv Nolan Yes
20750 NE 37tl1 Yes N/A 8/12/99 Truly Nolan Yes
Ave.
3767 NE 207tl1 Yes N/A 10/26/99 Truly Nolan Yes
Terrace
Mariner Yes N/A 10/26/99 Truly Nolan Yes
Village
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF A VENTURA,
FLORIDA, AMENDING CHAPTER 30
"ENVIRONMENT" BY CREATING ARTICLE V
"TERMITE DAMAGE PREVENTION" CONSISTING OF
SECTION 30-180 "TERMITES; DEVELOPMENT OF
LAND; ANNUAL INSPECTION;" PROVIDING FOR
INCLUSION IN THE CODE; PROVIDING FOR
SEVERABILITY; PROVIDING FOR PENALTY;
PROVIDING FOR EFFECTIVE DATE.
WHEREAS, the City Commission finds that Formosan termites have the potential to
cause great damage to property; and
WHEREAS, the City Commission finds that the land development regulations provided
by this Ordinance wil\ serve to mitigate the potential for damage to be inflicted by Formosan
termites; and
WHEREAS, the City Commission finds that this Ordinance is consistent with the
Comprehensive Plan of the City of Aventura.
NOW, THEREFORE, IT IS HEREBY ORDAINED BY THE CITY COMMISSION
OF THE CITY OF A VENTURA, FLORIDA AS FOLLOWS:
Section 1.
That the City Code of the City of Aventura is hereby amended by
amending Chapter 30 "Environment" by creating Article V "Termite Damage Prevention"
consisting of Section 30-180 "Termites; Development of Land; Annual Inspection" to read as
follows:
Section 30-180. Termites; Development of Land; Annual
Inspection.
(a) Upon commencement of residential or commercial
development upon any vacant parcel ofland in the City, the
owner of such parcel shall cause the property to be treated
for the prevention of termite damage (including Formosan
termites) and shall provide a certification of treatment to
the Building Official of the City, on a form provided by
City, prior to the issuance of a certificate of occupancy by
the City's Building Official.
(b) Commencing from and after January I, 2000, each
residentiaUy developed building in the City consisting of
more than ten units and each commercially developed
building in the City consisting of more than 10,000 square
feet of floor area shall be required to have an annual
inspection of the building for termite activity or damage
(include activity or damage from Formosan termites). The
owner of such building shall be responsible for providing
for the inspection by a State licensed pest control
professional. In the case of cooperative buildings, the
cooperative owners association shall be the party
responsible for providing for such inspection. In the case
of condominiums, the condominium association shall be
the party responsible for providing for such inspection.
Within ten days of completion of the annual inspection a
copy of the report thereof shall be provided by the
responsible party to the City's Community Development
Department on a form provided by City.
(c) The Community Development Department shall
periodically compile the results of termite inspection
reports furnished to it pursuant to this Section.
Section 2. Inclusion in the Code. It is the intention of the City Commission, and it is
hereby ordained that the provisions of this Ordinance shall become and made a part of the Code of
the City of A ventura; that the sections of this Ordinance may be renumbered or relettered to
accomplish such intentions; and that the word "Ordinance" shaD be changed to "Section" or other
appropriate word.
Section 3. Severability. The provisions of this Ordinance are declared to be severable and
if any section, sentence, clause or phrase of this Ordinance shaD for any reason be held to be invalid
or unconstitutional, such decision shaD not affect the validity of the remaining sections, sentences,
2
clauses, and phrases of this Ordinance but they shall remain in effect, it being the legislative intent
that this Ordinance shall stand notwithstanding the invalidity of any part.
Section 4. Penalty. Any person who violates any provisions of this Ordinance shall, upon
conviction, be punished by a fine not to exceed $500.00 or imprisonment in the County jail not to
exceed sixty (60) days or both such fine and imprisonment. Each day that a violation continues
shall be deemed a separate violation. This Ordinance shall also be subject to enforcement under the
Local Government Code Enforcement Act, Chapter 162, F.S., as amended, and City Code Section
2-331, et. seq., as amended. Enforcement may also be by suit for declaratory, injunctive or other
appropriate relief in a court of competent jurisdiction.
Section 5. Effective Date. This Ordinance shall be effective immediately upon adoption
on second reading.
The foregoing Ordinance was offered by Commissioner
, who moved its
adoption on first reading. The motion was seconded by Commissioner
, and upon
being put to a vote, the vote was as follows:
Commissioner Jefliey M. Perlow
Commissioner Jay R. Beskin
Commissioner Ken Cohen
Commissioner Patricia Rogers-Libert
Commissioner Harry Holzberg
Vice Mayor Arthur Berger
Mayor Arthur I. Snyder
The foregoing Ordinance was offered by Commissioner
, who moved its adoption
on second reading. The motion was seconded by Commissioner
, and upon being put to a
vote, the vote was as follows:
Commissioner Jefliey M. Perlow
3
Commissioner Jay R. Beskin
Commissioner Ken Cohen
Commissioner Patricia Rogers-Libert
Commissioner Hany Holzberg
Vice Mayor Arthur Berger
Mayor Arthur!. Snyder
PASSED AND ADOPTED on first reading this _ day of
.1999.
PASSED AND ADOPTED on second reading this _ day of
,1999.
ARTHUR!. SNYDER, MAYOR
ATTEST:
TERESA M. SOROKA, CMC, AAE
CITY CLERK
APPROVED AS TO FORM AND
LEGAL SUFFICIENCY:
CITY ATTORNEY
328001 \ordinances'tennite damage prevt'lltion
4
CITY OF AVENTURA
OFFICE OF THE CITY MANAGER
MEMORANDUM
FROM:
City commission. ~
Eric M. Soroka, c(1~(ger
November 15, 1999
TO:
DATE:
SUBJECT:
Expansion of Bus Service
Based on the success of the City's bus service, requests by City Commissioners and
the residents, I have investigated the possibility of expanding bus services on
Saturdays.
During the past two weeks, the City conducted a survey of riders as to whether they
would utilize the service if it were expanded for Saturdays. The overwhelming response
was yes.
The cost to implement the service is $50,000 a year. Based on the ongoing
construction in the City and in order to reduce vehicle traffic, I would recommend that
the City implement the expanded service as soon as possible.
The additional funds could be funded from our CIP reserve. At the end of the season
(May) we could review ridership levels to determine if the service should be continued in
the summer months.
EMS/aca
CC0818-99
CITY OF AVENTURA
OFFICE OF THE CITY MANAGER
MEMORANDUM
TO: City Commission
FROM: Eric M. Soroka, City Manager
DATE: November 18, 1999
SUBJECT: Founders Park Water Feature Feasibility Study
Attached please find the Founders Park Water Feature Feasibility Study as prepared by
the consulting engineers.
The estimated construction cost, including necessary revisions to the drainage, sewer
and water systems, is $297,000.
EMS/aca
Attachment
CC0820-99
.
I
FOUNDERS PARK WATER FEATURE
FEASIBILITY STUDY
PREPARED FOR
THE CITY OF A VENTURA, FLORIDA
Prepared by
KEITH and SCHNARS, P.A.
6500 North Andrews A venue
Fort Lauderdale, Florida 33309
(954) 776-1616
K&S Project No. 15414.61.05001
November 18,1999
TABLE OF CONTENTS
PAGE NO.
ABSTRACT ...........................................................................................................................2
1.0 ANALYSIS OF EXISTING CONDITIONS AND RECOMMENDATIONS...........3
1.01 PROJECT LOCATION ....................................................................................3
1.02 IMPACT TO DRAINAGE SySTEM..............................................................3
1.03 IMPACT TO WATER AND SEWER SYSTEMS ..........................................4
1.04 ELECTRlCAL POWER...................................................................................4
1.05 IMPACT TO PARKING ..................................................................................4
1.06 IMPACT TO LANDSCAPING AND IRRIGATION SYSTEM.....................5
1.07 CONSTRUCTION IMPACT ...........................................................................5
A. CONSTRUCTION AREA .................................................................... .....5
B. CONSTRUCTION DURATION ................................................................5
2.0 NEW WATER FEATURE ALTERNATIVES AND RECOMMENDATIONS.......6
2.01 WATER FEATURE CIRCULATING SYSTEM .............................................6
2.02 WATER FEATURE SURFACING ..................................................................6
2.03 EQUIPMENT ................................................................................................. ...6
2.04 PERSONNEL....................................................................................................7
2.05 ADA REQUIREMENTS ..................................................................................7
2.06 HEALTH DEPARTMENT REQUIREMENTS ...............................................7
2.07 MAINTENANCE..............................................................................................8
EXHIBIT A
Location Plan
EXHIBIT B
Demolition Plan
EXHIBIT C
Proposed Improvements Plan and Water Feature
EXHIBIT D
Construction Cost Estimate
EXHIBIT E
General Correspondence
1
ABSTRACT
Keith and Schnars, P.A. (K&S) has been requested by the City of Aventura, Florida to prepare a
feasibility study for the installation of a 2,000 square foot water feature in Founders Park. This
feasibility study shall provide a planning guide for the installation and operation of the water feature.
The feasibility study consists of an analysis of the existing conditions, estimated construction
impacts, evaluation of water feature alternatives and recommendations.
2
1.0 ANALYSIS OF EXISTING CONDITIONS AND RECOMMENDATIONS
1.01 PROJECT LOCATION
The project is located in the City of Aventura, Miami-Dade County, Florida, within
Founders Park. The location and placement of the water feature will need to be
located within 200' from a restroom on the existing site. This leaves us with two
locations, one to the north adjacent to the tennis courts and the second to the south
of the Restroom Building. Due to noise associated with a water play area, that will
disrupt tennis players, and accessibility to utility connections we have selected the
second option.
The water play feature will be contained by the existing playground to the west, the
monument to the north, the entry sidewalk to the east and the parking lot to the south.
This area will be completely transformed into an interactive water feature. The site
will total approximately 2,000 sq. ft., of which the play feature will take up 400 sq.
ft. The balance of the space will be the pool deck and open play area. The 0' depth
pool will pitch to the center of the play feature. The entire 2,000 sq. ft. will require
a 4' fence and a self-latching gate. This will limit access and meet the code
requirements. There will also be a hose bib and rinse shower placed in a convenient
area. We propose to have a "Most Dependable Fountain" self-contained shower and
hose bib. In addition, a separate 12' x 12' fenced-in area will be required to house the
equipment necessary to operate and maintain the water feature. We also recommend
a self-contained collection tank and separate self-contained filter pump and chemical
feeder vault. Both vaults will be secured in the 12' x 12' fenced-in area. This area
will also require additional hedge material to block the view.
(See Exhibit A for location of the water feature)
1.02 IMPACT TO DRAINAGE SYSTEM
The existing storm drainage system is connected by a series of catch basins which
discharge into a drainage well, which retains the water as it percolates into the soil.
The installation of the water feature will require some physical modifications to the
existing drainage system. One catch basin will need to be removed and the
connecting 18" reinforced concrete pipe (RCP) will need to be re-routed in order to
allow room for the proposed water feature. (See Exhibit Band C for proposed
modifications).
Mr. Camilo Ignacio from Miami-Dade County Environmental Resources
Management (DERM) was contacted to provide permit requirements for the
installation and operation of the proposed water feature. He stated that as far as the
physical modifications to the drainage system a new permit would not be required
and that the previously approved ERP permit will cover this work. (Please refer to
Exhibit E). He also stated that DERM does not allow chlorine treated water to be
discharged into the drainage system and recommended that we research other means
3
to dispose of it by contacting Mr. Pyara Wilkhu from Florida Department of
Environmental Protection (DEP). Based on our telephone conversation with Mr.
Wilkhu no water other than storm water should be allowed to discharge into the
drainage system.
1.03 IMPACT TO WATER AND SEWER SYSTEMS
There is an existing 12" water main which we can utilize to connect a 1 y," water
service with aI" meter which is required to operate the water feature. The location
of the service needs to be within 10' of the fenced equipment area. There should also
be a small feed line to an on-deck rinse shower hose bib (required by the Health
Department). According to Mianri-Dade Water and Sewer Department (MDW ASA)
they will require approximately $2,500.00 for the impact fee, $325.00 for the pennit
fee of a 1 y," potable water service, and a Department of Health and Rehabilitati ve
Services (RRS) permit. The required permit fee for the RRS permit is $250.00.
Mr. Joseph Cerrone from Recreational Design and Construction Inc. stated that the
water feature will operate with a water recycling system that will discharge
approximately 4,500 gallons per month. (See Exhibit Band C for proposed
modifications). The sanitary sewer impact fee will be dependent on the land use of
the park but we anticipate it will be approximately $ 6.99 gallons per day (GPD).
According to this the sanitary sewer impact fee shall be approximately $1050.00
which will be determined with more certainty by MDW ASA at the time the
construction permit is issued.
Mr. Jeovanny Rodriguez from Miami-Dade County Environmental Resources
Management (DERM) Wastewater Section was contacted to provide permit
requirements for the installation and operation of the proposed water feature. The
park currently connects to an existing sewer gravity system along Marina Del Rey
Boulevard. Mr. Rodriguez mentioned that after evaluating the proposed subject
property, for connection to the public sanitary sewer system, at this time the sewer
system has adequate collection/transmission and treatment capacity for the proposed
subject property. (Please refer to Exhibit E).
1.04 ELECTRICAL POWER REOUIREMENTS
Two pumps are necessary to operate the system. First, a 20 hp. Pump (feature) and
second, 1.5 hp. Pump (re-circulating). The electricity required to operate these
pumps is estimated to be a 125 to 150 amp., 277/480 volt, 3 phase service.
1.05 IMPACT TO PARKING
Parking demand for proposed sites or modifications to existing sites is commonly
estimated from ITE's Parking Generation Manual. The ITE Parking Generation
Manual does not include a land use which may accurately betray the impact in
parking the water feature may generate. Mr. Scott Greiner from Recreational Design
4
and Construction Inc., who has considerable experience in the construction and the
daily operation of water features similar to this one, stated that the number of visitors
to the park usually increases about 70 percent of the original number. If the existing
parking demand for the park is equivalent to the number of existing parking spaces
then we recommend, based on Mr. Greiner's experience, an increase of 70 percent
in the number of parking spaces (30 additional parking spaces). This estimate may
be a safe one to follow as Founder's Park is mainly intended to service residents of
the City of Aventura and not attract a considerable amount of people from other
areas. Nevertheless, in order to assess the existing parking demand versus parking
availability a Parking Demand and Utilization Study will be needed.
1.06 IMPACT TO LANDSCAPING AND IRRIGATION SYSTEM
O'leary Design Associates P.A. indicated that this improvement would require the
removal or relocation of eight (8) trees/palms. The existing irrigation system will
need to be reconfigured and all piping within the limits of the proposed water feature
will need to be removed, including a 3" lateral. Mr. O'learys probable cost for tree
and irrigation relocation is approximately $ 4,000.00 and the design cost is
approximately $ 2,500.00.
1.07 CONSTRUCTION IMPACT
A. CONSTRUCTION AREA
With Founder's Park already opened to the public, it will be necessary to close off
the entire area from sidewalk to sidewalk. This will be done with nothing less than
a 6' high chain-link fence with locking gates. The construction will also require a
staging area of approximately (50' x 30') for a large shipping container to be used for
secure storage of construction materials. There will also be sanctioned areas from
the storage area to the construction site.
B. CONSTRUCTION DURATION
When all thoughts and wants have been finalized, our architects will put together a
conceptual drawing for all to approve. Upon approval and after all changes are
agreed on, the architects and engineers will compile a package of drawings to submit
to the Health Department for necessary approval. At this point, all long lead items
will be ordered to ensure that the materials are on site for construction. It could take
up to six (6) weeks to receive approval from the Health Department. During this
time frame, Keith and Schnars, P.A. should put together all civil drawings for the
next approval process. After the Health Department approval process has been
completed, approval must next be obtained from the City of Aventura Building
Department. This also could take up to six weeks. Once the contractor has recei ved
all necessary permits, construction can begin immediately. With the issuance of a
permit, we feel that completion of this project should take no longer than five
months.
5
2.0 NEW WATER FEATURE AL TERNA TIVES AND RECOMMENDATIONS
2.01 WATER FEATURE CIRCULATING SYSTEM
Recreational Design and Construction Inc. recommends a water recirculating system.
A 4,500 gallon holding tank is necessary for this feature. The unit itself requires
1,750 gallons per minute to operate. The turnover rate on the filtered water is 73
gallons per minute. The system will also require a 4" - 6" drain line to the storm
drainage system for back washing and overflow water discharge. The Department
of Environmental Resources Management (DERM) will need to approve any
discharge originating from the water feature. As can be seen from the amount of
water needed to operate the unit, this is the reason why a recirculating system as
opposed to a non-recirculating system is recommended.
2.02 WATERFEATURESURFACING
The floor surface is a poured-in-place EPD rubber granular system. This IS
recommended for its safety and elasticity properties.
2.03 EOUIPMENT
Listed below are recommended equipment and materials necessary for:
Play Equipment:
. The play equipment itself is the main attraction at any water feature. With cost
in mind, we recommend the SCS Model No. 108 (see Appendix C). It has a wide
variety of water effects on the ground level. The photograph showed to me at the
beginning of the study does not appear to meet current access codes. There is
also a large liability problem for the City in the lack of safety flooring if this
product and application were to be selected.
Finishes:
. The floor finish of the pool will be poured-in-place EPD rubber granules. This
is recommended for its safety and elasticity properties.
Filtration:
. The main operating pump will be a "TACO" Model No. CE5010 20 hp with an
integral 5" diameter strainer basket with a "Baldor" three phase electric motor.
. The recirculating pump will be a "STARITE" Model No. P4EACFL 1.5 hp self-
priming pump with an integral 5" diameter strainer basket.
. The chemical control unit will be a "Strantrol System 4" self-chlorination unit,
provided by Commercial Energy Specialties, Inc. , Jupiter, Florida. The system
is a self-contained computer operated fully automatic system. It will be necessary
to have a C02 and a liquid chlorine tank in the equipment vault.
6
. The water filter to be used will be a "Kehloch" FRP 34" Horizontal Hi-rate sand
filters Model FF-34-89, 20 sq. ft. filter area with a 3" multipart dial valve (filters
are ETL listed).
2.04 PERSONNEL
. Although it is not a requirement that this facility be manned by a lifeguard, it is
strongly recommended that when opened to the public, a trained, licensed
American Red Cross Lifeguard be on duty at all times.
. We further recommend retaining Ellis & Associates, a private
consulting/regulatory company, to ensure proper operating procedures and safety
guidelines. It may also be necessary to hire out or privatize the maintenance of
the facility. (See 2.07 Maintenance)
2.05 ADA REOUIREMENTS
. The facility must comply with the ADA Code requirements for access to the
restrooms and parking lot. The existing facility meets current ADA Code
requirements (i.e.) restrooms and parking lots. Therefore, it is necessary that the
new water play feature also comply.
. The 4' fence self-latching gate will be required to have minor modifications to
meet ADA requirements. As previously stated, the water feature floor finish will
be EPD rubber granules that will meet the current ADA standards. The main
drain will also be concealed under the safety surface, eliminating the potential
ADA problem.
. The SCS structure Model No. 212 has many features designed to allow access for
the disabled, as well as the able-bodied patrons.
. The floor and pool deck will require a slight pitch to achieve proper drainage.
The deck and floor will have a minimum of 1/8" per foot and a maximum of 1/4"
per foot. This slope meets ADA and Health Department requirements.
2.06 HEALTH DEPARTMENT REOUIREMENTS
. As per the State of Florida Health Department, the water play feature falls under
the classification of "Water Activity Pool". Although there is no standing water,
it still falls under this classification. This is confirmed in Chapter 64E-9, Section
(30), of the most current version of The Public Swimming Pools and Bathing
Places provided by the Health Department which states as follows:
"Water Activity Pool" - "A water recreation attraction which has water related
activities such as rope ladders, rope swings, cargo nets and other similar activities".
A copy of this publication is enclosed for ease of reference in Exhibit E.
7
2.07 MAINTENANCE
Due to UV damage and chemicals, it will be necessary to clean, polish and wax the
feature on a regular monthly basis. The floor surface is a poured-in-place EPD
rubber granular system which will require maintenance. This consists of pressure
washing the entire floor area on a bi-monthly basis. The feature will have its own
self-contained automatic chemical system; however, a small pool management staff
to operate and maintain the system is recommended. It will be the responsibility of
the City of A ventura along with local authorities to research the question of life
guarding the structure.
8
EXHIBIT A
Location Plan
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Demolition Plan
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Proposed Improvements Plan
And Water Feature
11
MODEL 108
The SCS. Model 108 Interactive Waterplay" system is the perfect choice for facilities which want a wide variety of water effects
in one compact unit, or want all the interactive activities to be accessible from the ground level. Pull ropes allow the overhead
sprays to be activated from below, allowing the user to experiment with a variety of spray patterns. Peacock jets arch up into the
air at various angles, in a radial pattern. The dramatically tall roof and central water fall will draw guests into the fun and serve as
an exciting visual focal point. Many other water effects found on our larger units are also incorporated into this model to make it
our most space efficient and unique, small scale system.
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All SCS. Play Systems are built of steel pipe galvanized inside and out, specially cleaned and primed, then finished with a chlorine
and chemical resistant polyurethane paint. The colors on the structure shown above are suggestions only. Your structure can be
painted in the colors of your choice. Please refer to the model 212 sketch for our standard color recommendations.
u.s. Patent Numbers, 5,194,048 and 330,579. Other patents pending. Interactive Waterpla1' is a registered trademark of SCS~ Company.
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~ERM
October 20, 1999
ENVIRONMENTAL RESOURCES MANAGEMENT
WATER AND SEWER DIVISION
33 S.W. 2nd AVENUE
SUITE 500
MIAMI. FLORIDA 33130-1540
(305) 372-6500
Mr. Marl<. Castano
Keith and Schnars,P.A.
6500 North Andrews Ave
Ft. Lauderdale, FL 33309
RE: Founder's Park Water Feature
NE 192 ST & West Country Club Drive
Dear Mr. Castano:
This letter is to acknowledge your request to this office regarding water & sewer
availability for the above,mentioned project. Please be advised that in the sewer
extension permit (SE98-120), issued by this department, it was established that this
project will connect to an existing gravity system along Marina Del Rey BLVD. This
gravity main directs the flow to pump station 30-0439, which is currently operating within
the mandated criteria set forth in the First Partial Consent Decree. Downstream the How
is directed to the North District Treatment Plant.
After evaluating the proposed subject property, for connection to the public sanitary
sewer system, at this time the sewer system has adequate collection/transmission and
treatment capacity for the proposed subiect property.
This determination however does not constitute an allocation or certification of adequ ate
transmission system capacity, which will be evaluated and determined at the time of
agency review of plans and application for the referenced proiect. Should you have any
question regarding this matter please contact Frank Lezcano at 372-6899.
Sincerely,
Frank ezcano
Environmental Project Supervisor
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MIAMI-DADE COUNTY, FLORIDA
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ENVIRONMENTAL RESOURCES MANAGEME. .
WIUER CONTROlSECTIC I
SUITe 2< ,
33 S.W. 2nd AVENL '
MIAMI, FlORIDA 33130-15< ,
(305) 372-861
Octobe<20, 1999
Mr. Mark Ca.taIto
Project Manager
Keith md Schnars, PA
6500 North Andrews Avenue
Ft. Lauderdale, Honda 33309-2132
RE: FOUNDER'SPARKWATERFEATURE
FEASIll!LITY STUDY
KEITH & SCHNARS ~ROJECT No. 15414.61
Dear Mr. Castano:
This office has no objection to your proposed addition of a W:lter feature at Founder's Pa.tk,
as stated in your attached letter of October 18, 1999. A seplttllte Surface Water Management
Permit will not be requiIecl, since an c,dsting permit is in effect. Plcase provide as-built
drawings aftcr completion of this project to include the proposed modifications to the
approved paving md drainage plans. Discharge of chlorine treated water into the drainage
system will not be 2llowed. Please contaet 1h. Pyar:a W1lkue of the Florida Department of
.Environmental Protection at (561) 681-6600 for a.ny permit requiIements for di-;posal of
chlorine treated water.
Should you have =y questions, please call me at (305) 372-6681.
Sincerely,
~(:~~
Isaac S2no~ P.E., P.L.:"
Chicf, Water Control Section
0: ci
Attachment
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Phone # Phone" ('!P~).3n-€'71
Fax' (,.sq.)3$"1-7&~.3 IF"'" j
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'PliONE: ('OS) J72.66111 . ~,.X~ (J05) 37Z.6489
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'-~~~C~"'-'NAL UliSIGN I:Sc ~ONSTI;lUCTION INC.
6555 NW 9,_ A"'NU< s'm, 20 I
Fonr lAUO,"OAlE FLc"",.. 33309
954-771_5567 FAX 954-771-6965
.mall: sal.......r.aflonald..llln.eom
October 26, 1999
Miami/Dade Project Manager
Keith and Scbnars, P.A.
2999 N,E. I9lst Street. Suite 701
Aventura, FL 33180
Attn: Mr. Jose Y. Velez
Dear Mr. Velez:
Further to our letter of October 20, here is an indepth description of the feasibility study with
regard to the installation of a water system in Founders Park for the City of Aventura.
2.0 New Water Feature AlternatIves and Recommendations:
2.01 Dimensions
. The location and placement of the water feature will need to be located within 200' from a
restroom on the existing site. This leaves US with two locations, one to the North adjacent to the
tennis courts and the second to the South of the Restroom Building. Due to noise associated with
a water play area, we have selected the second option. The play feature wilI be contained by the
existing playgrOLUld to the West, the monorail to the North, the entry sidewalk to the East and the
parking lot to the South. This area will be completely transfonned into an interactive water
feature. The site will total approximately 2,000 sq. ft. of which the play feature will take up 400
sq. ft. The balance of the space will be the pool deck and open play area. The O' depth pool wilI
pitch to the center of the play feature. The entire 2,000 sq. ft. will require a 4' fence and a
self-latching gate. This will limit access and meet the Code requirements. There wilI also be a
hose bib and rinse shower placed in a convenient area. We propose to have a "Most Dependable
Fountain" self-contained shower and hose bib. In addition, a separate 12'xl2' fenced in area will
be required to house the equipment necessary to operate and maintain the water feature. We also
recommend a self-contained collection tank and separate self-contained filter pump and chemical
feeder vault. Both vaults will be secured in the I2'xI2' fenced in area. This area will also require
additional hedge material to block the view.
2,02 Construction Ar..
. With Founders Park already opened to the public, it will be necessary to close off the entire area
from sidewalk to sidewalk. This will be done with nothing less than a 6' high chain-link fence
with locking gates. The construction will also require a staging area of approximately (50')( 30')
for a large shipping container to be used for secure storage of construction materials. There will
also be sanctioned areas from the storage area to the construction site.
2.03 Duration
. When all thoughts and wants have been finalized, our architects will put together a conceptual
drawing for all to approve. Upon approval and after all changes are agreed on, the architects and
engineers will compile a package of drawings to submit to the Health Department for necessary
';-.G:.C.02/702
October 226, 1999
Page 2 of2
Attn: Mr. Jose I. Velez
2.03 Duration(Continued)
· approval. At this point, all long lead items will be ordered to ensure that the materials are on site
for conStruction. It could take up to six (6) weeks to receive approval from the liealth
Department. During this time frame, Keith & Sclmars should put together"all civil drawings for
the next approval process. After the Health Depaztment approval process has been completed,
approval must next be obtained from the City of Aventura Building Depaztment. This also could
take up to six weeks. Once the contractor has received all necessary permits, construction can
begin immediately. With the issuance of a permit, we feel that completion of this project should
take no longer than five months.
2.04 Water Service Requirement.
. A 1+ 112" water main with a I" meter is required to operate the play feature. The location of the
main needs to be within I 0' of the fenced equipment area. There should also be a small reed line
to an on-deck rinse shower hose bib (required by the liealth Department).
2.05 ClrculatiDr S.ystem
. We recommend a recirculating system. A 4,500 gallon holding collector tank is necessary for this
feature. The unit itself requires 1,750 gallons per minute to operate. The turnover rate On the
filtered water is 73 gallons per minute. The system will also require a 4" -6" drain line to the storm
drainage system for back washing and overflow water discharge. As can be seen from the amount
of water needed to operate the unit, this is the reason why a recirculating system as opposed to a
non-recirculating system is recommended.
2.06 Eleetriul Power ReqJIiremeDto
. Two pumps are necessary to operate the system. First, a 20 hp. pump (feature) and second, a 1.5
hp. pump (re-circulating). The electricity required to Operate these pumps is estimated to be a 125
to 150 amp., 277/480 volt, 3 phase service.
2.07 Maintenance
. Due to UV damage and chemicals, it will be necessary to clean, polish and wax the feature on a
regular monthly basis. The floor surface is a poured-in-place EPD rubber granular system which
will require maintenance. This consists of pressure washing the entire floor area on a bi-monthly
basis. The featute will have its own self-contained automatic chemical system; however, a small
pool management staff to operate and maintain the system, is recommended. It will be the
responsibility of The City of Aventura along with local authorities, to research the question of
life guarding the structure.
~
RECREATIONAL DESIGN & CONSTRUCTION INC.
6555 NW 9TH AVENUE SU"E 201
FORT LAUDERDALE FLORIDA, 33309
954.771.5567 FAX 954.771.6965
emall: sales@recreotlonaldesign.com
MiamiIDade Project Manager
Keith and Schnars, PA
2999 N.E. 191st Street, Suite 701
Aventura, FL 33180
Artn: Mr. Mark Castano
November 4, 1999
Re: Work Authorization 15414.61 Founders Park Water Feature Feasibility Stody
Dear Mark:
With reference to your fax dated November 2, 1999 enclosing a copy of the letter sent you by
Bob Sherman, here are answers in response to the questions regarding the above study.
Section 1.05: Parking
· To be submitted by Keith & Schnars
Section 2.03: Equipment
Listed below are recommended equipment and materials necessary for:
Finishes:
. The floor finish of the pool will be poured-in-place EPD rubber granules, This is
recommended for its safety and elasticity properties.
Filtration:
. The main operating pump will be a "TACO" Model No. CE5010 20 hp with an integralS"
diameter strainer basket with a "Baldor" three phase electric motor.
. The recirculating pump will be a "STARITE" Model No. P4EACFL 1.5 hp self-priming
pump with an integral 5" diameter strainer basket.
· The chemical control unit will be a "Strantrol system 4" self-chlorination unit, provided by
commercial Energy Specialties Inc., Jupiter, Florida. The system is a self-contained
computer operated fully automatic system. It will be necessary to have a C02 and a liquid
chlorine tank in the equipment vault.
. The water filter to be used will be a "Kehloch" FRP 34" Horizontal Hi -rate sand filters
Model FF-34-89, 20 sq. ft. filter area with a 3" multiport dial valve (filters are ETL listed).
Section 2.04: Personnel
· Although it is not a requirement that this facility be manned by a lifeguard, it is strongly
recommended that when opened to the public, a trained, licensed, American Red Cross
Lifeguard, be on duty at all times.
C.G.C. 021702
November 4, 1999
Page 2 of2
Attn: Mr. Mark Castano
Section 2.04: Personnel (Continued)
. We further recommend retaining Ellis & Associates, a private consulting/regulatory
company, to ensure proper operating procedures and safety guidelines. It may also be
necessary to hire out or privatize the maintenance of the facility. (See 2.07 Maintenance).
Section 2.05: ADA Requirements
· The facility must comply with the ADA Code requirements for access to the rest rooms
and parking lot. The existing facility meets current ADA Code requirements (i.e.)
restrooms and parking lots. Therefore it is necessary that the new water play feature also
comply.
· The 4' fence self-latching gate will be required to have minor modifications to meet ADA
requirements. As previously stated, the water feature floor finish will be EPD rubber
granules that will meet the current ADA standards. The main drain will also be concealed
under the safety surface, eliminating the potential ADA problem.
· The SCS structure Model No. 212 has many features designed to allow access for the
disabled, as well as the able-bodied patrons.
· The floor and pool deck will require a slight pitch to achieve proper drainage. The deck
and floor will have a minimum of 1/8" per foot and a maximum of 1/4" per foot. This slope
meets ADA and Health Department requirements.
Section 2.06: Health Department Requirements
· As per the State of Florida Health Department, the water play feature falls under the
classification of "Water Activity Pool". Although there is no standing water, it still falls
under this classification. This is confirmed in Chapter 64E-9, Section (30), of the most
current version of The Public Swimming Pools and Bathing Places provided by The Health
Department which states as follows:
"Water Activity Pool" -- "A water recreation attraction which has water related activities
such as rope ladders, rope swings, cargo nets and other similar activities". A copy of this
publicatio . enclosed for ease ofreference.
onstruction, Inc.
O:\AMIPRO\RDC\OFFICE(A VNTURA.SAM]
PROP-Aventura.XLS
IRecrea~
l,sJs J 9th A ve.Suite 2 1 Project :Aventura's Founders Park I
ILct. Lauderdale, Fl. 33309 , Bid/ 210- 99 I IDate: November 4,1999
I ~~~~
".. C> &
." ~~ o~l- (,<5 ),
=r
I ~ DlV. TASK o~~ .... ~/;. ~,{o o~/ Total
lOO 1000 General Conditions . $42,000.00
1000 1110 Bond I $4,940.00
000 1100 Design &. Permitting . $18,200.00
JOO 1100 Site & Civil Design . by others
\020 2000 Site Work . $17,950.00
020 2100 Drainage &. Utilities by others
no 3000 Concrete . $23,769.00
'040 4000 Masonry $0.00
1050 5000 Metals . $9,973.00
J60 6000 Wood & Plastics $0.00
1070 7000 Thermal &. Moist. Protection $0.00
080 8000 Doors &. Windows $0.00
090 9000 Finishes $0.00
[100 10000 Specialties $0.00
110 11 000 Equipment . $95,683.00
. 120 12000 Furnishings . $7,900.00
~ 13000 Special Construction/safety surface . $6,000.00
140 14000 Conveying Systems $0.00
150 15000 Mechanical/Pool Plumbing . $18,930.00
[160 16000 Electric . $7,800.00
SUB TOTAL $ 253,145.00
I PROFIT AND OVERHEAD $49,641 .00
. I
:h>',," TOTAL OF THIS PROJECT - $302,786.00
I
I
-
-
Page 1
RECREATIONAL DE:o.IGN & CONSTRUCTION INC.
6555 NW 9TH AVENUE SunE 201
FOl1T LAuOEROALE FlORIOA. 33309
954-771-5667 F....x 954-171-6965
.mall: .ole.@r.creollonoldeflgn.aom
November 16, 1999
MiamifDade Project Manager
Keith and Sclmars, P .A.
2999 N.E. 191st Street, Suite 701
Aventura, FL 33180
Attn: Mr, Mark Castano
Re: Work Authorization 15414.61 Fonnders Park Water Feature Feaslbllt~y Study
Dear Mark:
H.:re is additional information regarding the study referenced above.
Section 2.03: EqJlipment
Play Equipment:
The play equipment itself is the main attraction at any water feature. With cost in mind, we reconunend
the SCS Model No. 108. It has a wide variety of water effects on the ground leveL The photograph
showed to me at the beginnin~ of the study does not appear to meet current access codes. There is also a
large liability problem for the City in the lack of safety tlooring if this product and application were to be
selected.
esign & Construction, Inc.
!
Enclosures
o \AM.lI'1tO\RbC\JOBS[A\'NTU1tA.SAM]
C.G.C 02170Z
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The scse MOdell 08 Interactive Waterplay<' system Is the perfect choice for facilities which want a wide variety of water effects
In one compact unk, or want all the interactive activtties to be accessible from the ground level. Pull ropes allow the overhead
sprays to be activated from below, allowing the user to experiment with a variety of spray patterns. Peacock jets arch up into the
air at various angles, in a radial pattern. The dramatically tall roof and central water fall will draw guests into the fun and serve as
an exciting visual focal point. Many other water effects found on our larger units are also Incorporated into this model to make it
our most space efficient and unique. smalt scale system.
WATER FEATURES
1 - Central Falls (two-sided)
1 - Water Curlain
5 - High Angle Jets
1 - Single Angle Jet
7 - Bar Jels
14 - Angle Jets
, - Pipe Falls
2 - Overhead Rape Pulls
8 . Peacock Jets
1 - Umbrella Jet
d;>
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9
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""
in
5'..grl
6'-0"
6'-0"
OPTIONAL ACCESSORIES
Tire Swing
Hose Jets
All scse Play Systems are built of steel pipe galvanized inside and OUl specially cleaned and primed, then finished with a chlorine
and chemical resistant polyurethane paint. The colors on the structure shown above are suggestions only. Your structure can be
painted in the colors of your choice. Please refer to the model 212 sketch for our standard color recommendations.
U.S. Paten( Numbers. 5.1 !M.0413 and 330.$79. Other patents pending. Interactive Welerplayl-is a registered tra.d9mark 01 SCSIJ Company.
108-9805
PROP.Aventura.XLS
Recreational Design & Construction, Inc.
...
::r
m
.
.
DIV.
000 1 000
000 1110
000 11 00
000 1100
020 2000
020 2100
030 3000
040 4000
050 5000
060 6000
070 7000
oao aooo
090 9000
100 10000
110 11000
120 12000
130 13000
- _.,...~
140 14000
160 15000
160 16000
$23,769.00
~_..__.. -.--.-.
$0.00
.. -'-"--' .,-
$9,973.00
$0.00
toXic
$0.00
$0.00
.------.---- --
$0.00
$45,260.00
$7,900.00
$6,000.00
$0,00
$15,930,00
$7,800.00
TASK
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~1
General Conditions
.-----_.- .~_..... .-... - -. -..
Bond
C?~~!~n & ~~~~~n!J
Site &. Civil Design
Sit. Won.
Dralnago & Utlllllos
Concrete
Masonry
Metals
,
Wood & Plastics
Thermal &: Moist. Protection
.
by. ,others...___.._..
.
by others
.
Door. & Window.
Finishes
----.,-."
Specialties
Equipment
~ F;'rn1~~ng'~~..J~.~~~.~'---' ."
Special Construction/tafety surface
Conveying Systems
~~ .. .
Mech_nioal/Poo' Plumbing
------ -_.. .....- .-. _...
Electric
.
SUB TOTAL ,
PROfiT AND OVERHEAD
!
,
TOTAl OF THIS PROJECT
-------,-..--.----.-...-. -, .
"J .'".._ . _.
1..-
1----
!
Page 1
IS'"
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$42,000.00
.n __... ..._
$4,940.00
$18,200.00
Total
~"__.n...... . .
$17,950.00
$199,722.00
$39,944.00
$239.888_00
64E-9.001
64E-9.002
64E-9.003
64E-9.004
64E-9.005
64E-9.006
64E-9.007
64E-9.008
64E-9.009
64E-9.010
64E-9.011
64E-9.012
64E-9.013
64E-9.014
64E-9.015
64E-9.016
64E-9.017
{" '12.-9. 01 8
CHAPTER 64E-9
PUBLIC SWIMMING POOLS AND BATHING PLACES
General.
Definitions.
Forms.
Operational Requirements.
Construction or Modification Approval.
Construction Standards.
Recirculation and Treatment System Requirements.
Supervision and Safety.
Wading Pools.
Spa Pools.
Water Recreation Attractions.
Special Purpose Pools.
Bathin~ Places.
Authonzation and Operating Permit.
Fee Schedule.
Exemptions and Variances.
=~nforcement and Penalties.
64E-9.001 General.
(1) Regulation of public swimming pools and bathing places is considered by the
department as significant in the prevention of disease, sanitary nuisances, and accidents by
which the health or safety of an individual(s) may be threatened or impaired.
(a) Any modification resulting in the operation of the pool in a manner unsanitary or
dangerous to public health. or safety shall subject the state operating permit to suspension or
revocation.
(b) Failure to comply with any of the requirements of these rules shall constitute a public
. nuisance dangerous to health.
(2) This chapter prescribes minimum design, construction, and operation requirements.
(a) The department will accept dimensional standards for competition type pools as
\
\
\.
\
" \
published by the National Collegiate Athletic Association, 1993; Federation Internationale de
Natation Amateur, 1992-1994 Handbook; United States Diving, 1993-1994; United States
Swimming, 1993; and National Federation of State High School Associations, 1992-1993, which
are incorporated by reference in these rules.
(b) Where adequate standards do not exist and these rules do not provide sufficient
guidance for consideration of innovations in design, construction, and operation of proposed
swimming pools or water recreation attractions, the department will establish requirements
necessary to protect the health and safety of the pool patrons.
(3) All pools which do not meet the definition of private pools are public pools.
(4) The Americans with Disabilities Act of 1990 may relate to public pools and should be
reviewed by the design engineer and the pool owner.
Specific Authority 381.006,381.0011,514.021 FS.
Law Implemented 381.006,381.0011,381.0015,381.0025,386,514 FS.
History-New 10-5-93, Formerly 10D,5.130.
64E-9.002 Definitions.
(1) "Advanced Level Swimmer" -- A person able to swim unassisted for five minutes or
more.
(2) "Bathing Load" -- The maximum number of persons allowed in the pool at one time.
(3) "Closed Pool" -- A pool which is not to be used by bathers and is posted with a pool
closed sign visible from the pool deck or is inaccessible.
(4) "Collector Tank" -- A reservoir, open to the atmosphere, from which the recirculation
pump takes suction, which may receive the gravity flow from the main drain line and surface
overflow system.
(5) "Department" - The Department of Health, specifically, Environmental Health Services
and county health departments unless specified otherwise. .
(6) "Effective Barrier" -- A barrier which consists of a building plus a 42 inch minimum fence
on the remaining three sides or a four sided fence. All access through the barrier must have
one or more of the following safety features: alarm, key lock or self-locking doors and gates.
Safety covers that comply with the American Society for Testing Materials standard F1346 may
also be considered as an effective barrier.
(7) "Flow Through" -- Continuous verifiable inflow and outflow or in the case of spring fed
lakes shall be verifiable by continuous outflow.
(8) "Inaccessible" -- Enclosed by an effective barrier.
(9) "Lifeguard" -- Person responsible for the safety of the users of a public swimming pool.
(10) "Living Unit" -- Room(s) or spaces capable of being occupied by an individual or group
for temporary or permanent lodging purposes. This includes motel and hotel rooms, apartment
units, boarding house rooms, condominium units, travel trailers, recreational vehicles, mobile
homes, single family homes, and individual units in multiple unit housing complexes.
(11) "Modification" - Any act which changes or alters the original characteristics of the pool
as approved. For example, changes in the recirculation systems, decking, treatment systems,
disinfection system, and pool shape and finish are modifications.
(12) "NTU" - Nephelometric Turbidity Unit which is a means of measuring water clarity.
(13) "Perimeter Overflow Gutter" -- A level trough or ledge around the inside perimeter of
the pool containing drains to clean the pool water surface.
(14) "Plunge Pool" -- The receiving body of water located at the terminus of a recreational
water slide.
(15) "Pool Floor" - The interior pool bottom surface which consists of that area from a
horizontal plane up to a maximum of a 45 degree slope.
(16) "Pool Wall" -- The interior pool side surfaces which consist of that area from a vertical
plane to a 45 degree slope.
(17) "Pool Turnover" -- The circulation of the entire pool volume through the filter system.
(18) "Precoat Pot" -- A container with a valved connection to the suction side of the
recirculation pump of a pressure diatomaceous earth (D.E.) filter system used for coating the
filter with D.E. powder.
(19) "Private Pool" -- A facility used only by an individual, family, or living unit members and
their guests which does not serve any type of cooperative housing or joint tenancy of five or
more living units. .
(20) "Public Bathing Place" -- A body of water, natural or modified by man, for swimming,
diving, and recreational bathing, together with adjacent shoreline or land area, buildings,
equipment, and appurtenances pertaining thereto, used by consent of the owner or owners and
held out to the public by any person or public body, irrespective of whether a fee is charged for
the use thereof. The bathing water areas of public bathing places include, lakes, ponds, rivers,
streams, and artificial impoundments.
(21) "Public Swimming Pool" or "Public Pool" -- A watertight structure of concrete, masonry,
fiberglass, stainless steel or plastic which is located either indoors or outdoors, used for bathing
or swimming by humans, and filled with a filtered and disinfected water supply, together with
buildings, appurtenances, and equipment used in connection therewith. A public swimming pool
or public pool shall mean a conventional pool, spa-type pool, wading pool, special purpose pool,
or water recreation attraction, to which admission may be gained with or without payment of a
fee and includes, pools operated by or serving camps, churches, cities, counties, day care
centers, group home facilities for eight or more clients, health spas, institutions, parks, state
agencies, schools, subdivisions; or the cooperative living-type projects of five or more living
units, such as apartments, boarding houses, hotels, mobile home parks, motels, recreational
vehicle parks, and townhouses.
(22) "Recirculation System" -- The system of piping and mechanics designed to remove the
water from the pool then filter, disinfect and return it to the pool.
(23) "Sanitary Survey" -- A professional assessment of any existing and potential sources of
pollution of a specific land or water area.
(24) "Slip Resistant" -- Having a textured surface which is not conducive to slipping under
contact of bare feet unlike glazed tile or masonry terrazzo and non-textured plastic materials.
Manufactured surface products shall be designated by the manufacturer as suitable for walking
surfaces in wet areas.
(25) "Spa Pool" -- A pool used in conjunction with high velocity air or water.
""--(26) "Special Purpose Pool" -- A public pool used exclusively for a specific, supervised
purpose, including springboard or platform diving training, SCUBA diving instruction, and
aquatic programs for handicapped individuals or kindergarten children. .
(27) "Swimming Instructor" -- Person who offers progressive swimming instruction.
(28) "Wading Pool" - A shallow pool designed to be used by children.
(29) ''Water R~creation Attraction" -- A facility with design and operational features that
provide patron recreational activity and purposefully involves immersion of the body partially or
totally in the water. Water recreation attractions include water slides, lazy river rides, water
course rides, water activity pools, and wave pools.
1-- ~ (30) "Water Activity Pool" -- A water recreation attraction which has water related activities
L such as rope ladders, rope swings, cargo nets and other similar activities.
(31) "Lazy River Ride" -- A water recreation attraction designed to convey bathers around a
relatively flat course using an artificially created current.
(32) "Water Slides" -- A water recreation attraction ride which is characterized by having
trough-like or tubular flumes or chutes.
(33) "Wave Pool" -- A water recreation attraction that is characterized by wave action.
(34) "Wet Deck Area" -- The unobstructed pool deck area around the outside of the pool
water perimeter, curb, ladders, handrails, diving boards, diving towers, or pool slides.
Specific Authority 381.006,381.0011,514.021 FS.
Law Implemented 381.006,381.0011,381.0015,381.0025,386,514 FS.
History-New 10-5-93, Fonnerly 100-5.131.
64E-9.003 Forms.
(1) All forms listed in this section are incorporated by reference in these rules and may be
obtained from the department. The following forms are for use by the department or the public:
(a) DH Form 1350, Feb. 81, Public Swimming Pool Engineering Inspection Report.
(b) DH Form 920, Jan. 91, Public Swimming Pool Inspection Report.
(c) DH Form 921, May 81, Monthly Swimming Pool Report.
(d) DH-H Form 4064, Jul 90, Operating Permit.
(2) Upon receipt of the following properly completed forms, the department shall approve or
deny the following applications in accordance with the provisions of Chapters 120 and 514,
F.S.:
(a) DH-H Form 4065, Jan. 86, Application For A Swimming Pool Exemption Status.
(b) DH-H Form 1704, Oct. 87, Application For A Swimming Pool Exemption Status For
Pools Serving More Than 32 Units.
(c) DH Form 914, Sept. 90, Application For Approval Of Plans For Swimming Pool.
(d) DH Form 916, Sept. 90, Application for Swimming Pool Operating Permit/Authorization.
(e) DH Form 917, May 81, Application for a Bathing Place Operating Permit.
(f) DH Form 4063, Sept. 85, Application for Annual Renewal or Reissuance of Public
Swimming Pool/Bathing Place Operating Permit.
(g) DH Form 4080, Oct. 88, Variance Application.
Specific Authority 381.006, 381.0011, 514.021 FS.
Law Implemented 381.006,381.0011, 381.0015,381.0025,386,514 FS.
History-New 10-5-93, Formerly 100-5.132.
64E-9.004 Operational Requirements.
(1) Water Quality -- The water supply for all pools shall be an approved potable water
system or shall meet the requirements for potable water systems by the submission from the
operator of bacteriological and chemical laboratory reports to the county public health unit. Salt
water sources are exempt from the potable water chemical standards except for iron and color
requirements.
(a) Cross-connection prevention -- An atmospheric break or approved back flow prevention
device shall be provided in each pool water supply line that is connected to a public water
supply. Vacuum breakers shall be installed on all hose bibbs.
(b) Bacteriological quality -- The pool water shall be free of coliform bacteria contamination.
(c) Clarity -- The pool water shall be five-tenths or less NTU and the main drain grate must
be readily visible from the pool deck.
(d) Chemical quality -- Chemicals used in controlling the.quality of the pool water shall be
tested and approved using the National Sanitation Foundation Standard 60, 1988, which is
incorporated by reference in these rules and shall be compatible with other accepted chemicals
used in pools. The following parameters shall be adhered to for pool water treatment:
1. pH --7.2 to 7.8
2. Disinfection -- Free active chlorine residual shall be between 2 mg/L to 5 mg/L in spa type
pools and between 1 mg/L to 5 mg/L in all other pools; bromine residual shall be between 3
mg/L to 6 mg/L in spa type pools and between 1 1/2 mg/L to 6 mg/L in all other pools.
3. Cyanuric acid -- 100 mg/L maximum
4. Quaternary ammonium -- 5 mg/L maximum
5. Copper -- 1 mg/L maximum
6. Silver -- 0.1 mg/L maximum
(2) Manual addition of chemicals will be allowed under special conditions and requires that
the pool be closed for at least one pool turnover. After treatment for breakpoint chlorination and
algae prevention, use of the pool can be resumed when the free chlorine levels drop to five
mg/L.
(3) Cleanliness -- The pool and pool deck shall be kept free from sediment, floating debris,
visible dirt and algae. Pools shall be refinished when the pool surfaces cannot be maintained in
a safe and sanitary condition.
(4) Food or drink is prohibited in the pool and on the pool wet deck area.
(5) The pool recirculation system must be operated at all times when the pool is open for
use. The recirculation system may be shut off three hours after the pool closes but must
resume operation three hours before opening the pool. Shut down time must be controlled by a
time clock.
(6) The pool water level must be maintained at an elevation suitable for continuous
skimming without flooding during periods of non-use.
(7) All equipment shall be kept in good repair.
(8) When use of a public swimming pool requires an admission or a membership fee, the
most recent pool inspection report shall be posted in plain view of eXisting and potential
members and patrons.
(9) Sanitary facilities shall be maintained in a clean and sanitary condition and sanitary
supplies such as toilet paper, paper towels or blow dryer, soap and waste baskets shall be
provided.
(10) Footbaths are prohibited.
(11) Test kits are required at all pools to determine free active chlorine and total chlorine
using N,N-Diethyl-p-phenylenadiamine (DPD), or bromine level, total alkalinity, calcium
hardness, and pH. .
(a) The following test kits shall be provided if the corresponding chemicals are used:
cyanuric acid, sodium chloride, quaternary ammonium and copper.
(b) When silver is added as a supplemental disinfectant, a water analysis must be done
every six months and be submitted to the department upon request.
(c) A test kit may be used for multiple pools, provided the pools have common ownership
and they are located on contiguous property.
(12) Activity accessories such as volleyball and basketball nets may be used for designated
times provided a clear four foot deck area is maintained behind the structures. When the pool is
open for general use such accessories must be removed.
(13) The keeping of a daily record of information regarding pool operation, using the
Monthly Swimming Pool Report -- HRS Form 921, May 81, obtained from the local HRS county
publiC health unit, shall be the responsibility of the pool operator. Customized report fonms may
be substituted provided they contain the appropriate information and are acceptable to the
department. The completed report shall reflect pool water tests at least once every 24 hours
and shall be retained at the pool or submitted monthly as required by the local public health
unit. HRS Form 921, May 81, may be obtained at the local HRS county public health unit.
Specific Authority 381.006, 381.0011, 514.021 FS.
Law Implemented 381.006, 381.0011, 381.0015, 381.0025, 386, 514 FS.
History-New 10-5-93, Formerly 10D-5.133.
64E-9.005 Construction or Modification Approval.
It is unlawful for any person(s) to begin construction or modification of any public pool
without first having received written approval from the department. Unapproved pools and
proposed modifications to previousiy approved aspects of pools shall satisfy the requirements
of the rules in effect at the time of project plans submittal.
(1) Construction - In counties where the county health department is delegated authority to
review and approve plans, projects shall be submitted by the design engineer directly to these
public health units. Projects in all other counties shall be submitted to Environmental Health
Services, 1317 Winewood Blvd., Tallahassee, FL 32399-0700.
(a) The following shall be submitted for each pool with a separate filter system and each
submittal shall include six sets of applications and drawings or the number required by the
county health department:
1. HRS Form 914.
2. Construction drawings of the project which contain sufficient detail to clearly apprise the
department of the work to be undertaken which includes all views of the pool including
dimensions, equipment area or enclosure, project layout and location, sanitary facility detail and
location, a pool equipment list including the manufacturer or distributor names, model numbers,
and catalog numbers or equipment description. All prints shall be drawn to a standard scale and
shall be a minimum size of 18 x 24 inches and a maximum size of 36 x 42 inches. The details
on the drawings shall be satisfactory for photographic reproduction. Color coded drawings are
not acceptable. A four by six inch blank space shall be left vacant on the lower right hand
corner or directly above the title block on each sheet.
3. Fees as required by section 64E-9.015.
(b) All drawings and applications shall be prepared by a professional engineer, licensed in
the State of Florida under provisions of Chapter 471, F.S., and shall fulfill the requirements of
Section 471.025, F.S.
(c) If the initial application is not complete, the reviewing engineer shall request the
information needed to complete the application.
(d) If the engineering plans are substantially in compliance with these rules, provisional
approval shall be granted and the approval shall state all necessary corrective action to be
completed prior to issuance of the operating permit. Provisional approvals require that a copy of
the provisos be attached to each set of approved plans and the plans shall be marked
provisional.
(e) Upon approval, the plans and applications not required for use by the department shall
be delivered to the design engineer for distribution to the owner and pool contractor. There shall
be one complete set of approved plans and documents on the pool construction site at all times
during construction.
(f) Revision of approved plans prior to construction must have written approval from the
department. Revision of plans after construction commencement shall be considered a
modification.
(g) Individual pieces of equipment which are equivalent to equipment specified on the
approved plans may be substituted during construction provided the engineer justifies the
equivalency to the department along with the authorization application. Equipment packages,
piping, and filters do not qualify for substitution without prior written plans approval from the
department.
(h) If construction of the pool shell has not commenced within one year from the date of
plans approval, the approval shall expire. However, upon written request by the engineer or
owner, an extension for a period of six months shall be granted provided significant changes
have not been made in the project plans and have not occurred in local conditions affecting the
pool or site, and the plans comply with the current rules.
(2) Modifications -- Modifications include non-equivalent changes or additions to the
recirculation system, treatment equipment, physical structure, or appurtenances. Resurfacing
the pool interior to original specifications or equivalent replacement of equipment are not
considered modifications. However, the following items shall be addressed during resurfacing
projects:
(a) The lip of the gutter must be leveled and the two inch slope from the lip to the drains
must be maintained.
(b) Step stripes must be installed meeting the requirements of subparagraph
64E-9.006(1 )(d)3.
(c) Where applicable the slope break marking must be installed meeting the requirements of
subsubparagraph 64E-9.006(1)(c)2.b. and the safety line mu'st be installed two feet before the
marking.
(d) Depth markers must be installed in accordance with subparagraph 64E-9.006(1)(c)3.
(e) The pool ladder must have a three to six inch clearance from the pool wall.
(3) Approval for pool modifications shall be obtained in the same manner as a construction
approval as outlined in paragraph 64E-9.005(1)(a) -- (h) above.
~4) Upon completion of an approved modification, written certification signed by the pool
ntractor, electrical contractor or inspector and signed and sealed by the engineer shall be
provided to the department. This shall read as follows: "I certify that to the best of my
knowledge and belief, the modification construction and equipment installation has been
completed in conformance with the approved plans and documents."
(5) The installation of copper or copper/silver ionization units shall not be considered a pool
modification provided compliance with the following is met:
(a) The ionization unit complies with paragraph 64E-9.007(16)(e).
(b) The manufacturer provides one set of signed and sealed engineering drawings
indicating the following:
1. The unit does not interfere with the design flow rate.
2. The unit and the typical installation meet the requirements of the National Electrical Code.
3. A copper test kit and information regarding the maximum allowed copper and silver level
and the minimum required chlorine level shall be available to the pool owner.
(c) At the time of installation, the installer will provide a photocopy of the above drawings
and a letter of intent identifying the pool on which the unit is to be installed.
(d) Upon completion of the installation, a professional engineer registered in Florida or
licensed electrician shall provide a letter, to the county health unit, indicating the unit was
properly installed in accordance with the typical drawings, the National Electrical Code and with
local codes.
Specific Authority 381.008, 381.0011, 514.021 FS.
Law Implemented 381.008,381.0011,381.0015,381.0025,388,514 FS.
History-New 10-5-93, Formerly 100-5.134.
64E-9.006 Construction Standards.
(1) Pool Structure - Pools shall be constructed of concrete or other impervious and
structurally rigid material. All pools shall be watertight, free from structural cracks and shall have
a nontoxic smooth and slip resistant finish.
(a) Floors and walls shall be white or light pastel in color and shall have the characteristic of
reflecting rather than absorbing light. A light or dark color tile line may, at the owner's discretion,
be installed at the water line but shall not exceed 12 inches in height.
1. Any design or logo on the pool floor or walls shall be such that it will not hinder the
detection of a human in distress, algae, sediment, or other objects in the pool and written
approval must be obtained from the department prior to installation.
2. Pools that are not intended to be utilized for officially sanctioned competition may install
lap lane markings provided they meet the following criteria: The markings must be four inches
wide, they must terminate five feet from the end wall in a "T" with the 'T' bar at least 18 inches
long, they must be placed at seven foot intervals on center and be no closer than four feet from
any side wall, steps or other obstructions. Tile used in less than five feet of water must be slip
resistant except for bullnose tile when utilized as step, bench or swimout markings. Floating
rope lines associated with lap lanes must not obstruct the entrance or exit from the pool and are
prohibited when the pool is open for general use.
(b) Sizing -- The bathing load for conventional swimming poolS and special purpose pools
shall be computed on the basis of one person per five gpm of recirculation flow. The bathing
load for spa type pools and wading pools shall be computed on the basis of one person per 10
square feet of pool surface area. The filtration system shall be capable of meeting all other
requirements of these rules while providing a flowrate of at least one gallon per minute for each
living unit at transient facilities and three-fourths gallon per minute at non-transient facilities. All
other types of projects shall be sized according to the anticipated bathing load and proposed
uses. For the purpose of determining minimum pool size only, the pool turnover period used
cannot be less than three hours.
(c) Dimensions
1. Walls and corners -- All pool walls shall have a clearance of 15 feet perpendicular to the
wall. Offset steps and spa coves are exempt from this clearance requirement. The upper part of
pool walls in areas five feet deep or less shall be within five degrees of vertical for a minimum
depth of two and one-half feet from which point the wall may join the floor with a maximum
radius equal to the difference between the pool depth and two and one-half feet. The upper part
of pool walls in areas over five feet deep shall be within five degrees of vertical for a minimum
depth equal to the pool water depth minus two and one-half feet from which point the wall may
join the floor with a maximum radius of two and one-half feet. Corners shall be a minimum gO
degree angle. The corner intersections of walls which protrude or angle into the pool water area
shall be rounded with a minimum radius of two inches.
2. Pool Floor Slope and Slope Transition -- The radius of curvature between the floor and
walls is excluded from these requirements. Multiple floor levels in pools are prohibited.
a. Floor slope shall be uniform. The floor slope shall be a maximum one foot vertical in ten
feet horizontal and a minimum of one foot vertical in forty feet horizontal in areas five feet deep
or less. The floor slope shall be a maximum one foot vertical in three feet horizontal in areas
more than five feet deep.
b. Any transition in floor slope shall occur at a minimum of five feet of water depth. A slope
transition must have a two inch wide dark contrasting marking across the bottom and must
extend up both sides of the pool at the transition point. A slope transition must have a safety
line mounted by use of cup anchors,two feet before the contrasting marking, towards the
shallow end. The safety line shall have visible floats at maximum seven foot intervals.
3. Depths and Markings -- The minimum water depth shall be three feet in shallow areas
and four feet in deep areas.
a. Permanent depth markings followed by the appropriate full or abbreviated words "FEET"
or "INCHES" shall be installed in minimum four inch high numbers and letters on a contrasting
background. Depth markers shall indicate the actual pool depth, within three inches, at normal
operating water level when measured three feet from the pool wall. Symmetrical pool designs
with the deep point at the center may be allowed provided a dual marking system is used which
indicates the depth at the wall and at the deep point.
b. The markings shall be located on both sides of the pool at the shallow end, slope break,
deep end wall and deep point (if located more than five feet from the deep end wall) with a
maximum perimeter distance between depth markings of 25 feet and shall be legible from
inside the pool and also from the pool deck. When a curb is provided, the depth markings shall
be installed on the inside and outside or top of the pool curb. When a pool curb is not provided,
the depth markings shall be located on the inside vertical wall at or above the water level and
on the edge of the deck within two feet of the pool water.
c. When deck level perimeter overflow systems are utilized, additional depth markers shall
be placed on adjacent fencing or walls and the size shall be increased so they are recognizable
from the swimming pool. Depth markers on the pool deck shall be within three feet of the water.
d. Pools less than six feet deep shall have dark contrasting, permanent, four inch high "NO
DIVING" markings installed on the top of the pool curb or deck within two feet of the pool water
on each side of the pool with a maximum distance of 25 feet between markings.
e. All markings installed on horizontal surfaces must have a slip resistant finish.
(d) Access -- All pools shall have a means of access every 75 feet of pool perimeter with a
minimum of two, located so as to serve both ends of the pool. When the deep portion of the
pool is over 30 feet wide both sides of this area shall have a means of access. Access shall
consist of ladders, stairs, recessed treads or swimouts and may be used in combination. All
treads shall have a slip resistant surface.
1. Ladders -- Ladders shall be of the cross-braced type and shall be constructed of
corrosion resistant materials and be securely anchored into the pool deck. Clearance between
the ladder and pool wall shall be between three to six inches. Ladders shall extend at least 28
inches above the pool deck.
2. Recessed Treads -- Recessed treads shall be installed flush with the wall and shall be a
minimum five inches wide, 10 inches long, with a maximum vertical distance of 12 inches
between treads.
3. Stairs -- Stairs shall have a minimum tread width of 10 inches for a minimum tread length
of 24 inches and a maximum riser height of 10 inches. Treads and risers between the top and
bottom treads shall be uniform in width and height. The bottom riser height may be up to two
inches less than the uniform riser height. The front three-fourths to two inches of the tread and
the top two inches of the riser shall be dark in color, contrasting with the interior of the pool. If
tile is used it shall be slip resistant, except when three-fourths inch by 2 inch bullnose tile is
used and the three-fourths inch segment is placed on the tread and the two inch segment is on
the riser.
4. Swimouts -- Swim outs shall extend 18 to 24 inches back from the pool wall, shall be 4 to
5 feet wide, shall be a maximum of 12 inches below the deck, unless stairs are provided in the
swim out, and shall be located only in areas of the pool greater than 5 feet deep. Pools that do
not utilize a continuous perimeter overflow system must provide a wall return inlet in the
swim out for circulation. A dark contrasting colored band shall be installed at the intersection of
the pool wall and the swim out and must extend two inches on the horizontal and -vertical
surfaces. If tile is used, it must be slip resistant, except that bullnose tile may be substituted and
installed in accordance with subparagraph 64E-9.006(1)(d)3. above.
5. Handrails and Grabrails -- Handrails shall be provided for all stairs, shall be anchored in
the bottom step and the deck. Where "figure 4" deck mounted type handrails are used, they
shall be anchored in the deck and extend laterally to any point vertically above the bottom step.
A grabrail shall be provided for all swimouts and shall not protrude more than six inches over
the water surface. Grabrails must be mounted in the pool deck at each side of recessed steps.
Handrails and grabrails shall extend at least 28 inches above the step or deck.
6. Permanent or portable steps, ramps, handrails, lifts, or other devices designed to
accommodate handicapped individuals in swimming pools may be provided. Lifts mounted into
the pool deck shall have a minimum four foot wide deck behind the lift mount.
(e) The pool water area shall be unobstructed by any type structure unless justified by
engineering design as a part of the recirculation system. Engineering design and material
specifications shall show that such structures will not endanger the pool patron, can be
maintained in a sanitary condition and will not create a problem for sanitary maintenance of any
part of the pool, pool water, or pool facilities. Structures in accord with the above shall not be
located in a diving bowl area or within 15 feet of any pool wall.
1. Stairs, ladders and ramps, necessary for entrance/exit from the pool are not considered
obstructions.
2. Underwater seat benches may be installed in areas less than five feet deep. Bench seats
must be 14 to 18 inches wide and must have a dark contrasting marking on the seat edge
extending two inches on the horizontal and vertical surface. If tile is used it must be slip
resistant, except that bullnose tile may be substituted and installed in accordance with
subparagraph 64E-9.006(1)(d)3.
(I) The vertical clearance above the pool deck and non-diving water surface area shall be at
least seven feet except for bridges and walkways.
(g) Diving Areas -- Diving facilities greater than three meters in height shall be designed and
constructed according to the standards provided in paragraph 64E-9.001 (2)(a). Diving facilities
three meters or less shall meet the criteria in subparagraph 64E-9.001 (1)(g)1. -- 4.
1. Overhead clearances - There shall be a minimum 15 foot vertical clearance above the
entire diving board, extending a minimum of 16 feet in front of the plummet, and a minimum of
10 feet to each side of the centerline of the diving board. Diving platforms shall have a vertical
clearance above them similar to that required for diving boards except that the vertical distance
shall be a minimum of 10 feet.
2. The dimensions of the diving area shall be in accordance with the following:
SWIMMING POOLS AND BATHING PLACES
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3. Diving boards, platforms and ladders shall have a non-absorbent, slip resistant fini~h and
be of sufficient strength to safely carry the anticipated loads. Diving equipment one meter and
greater shall have guard rails which are at least 36 inches above the diving board and extend to
the edge of the pool wall. All diving boards over 21 inches from the deck shall be provided with
a ladder. Diving boards or platforms shall not be installed on curved walls where the wall enters
into the defined rectangular diving areas specified in this section. Adjacent diving boards shall
be parallel.
4. The location of pool ladders shall be such that the distance from the ladder to any point
on a diving board or platform centerline is not less than the W-1 dimension indicated in
subparagraph 64E-9.006(1 )(g)2. Trampoline type diving facilities are prohibited.
(2) Pool Appurtenances
(a) Decks and Walkways -- Wooden decks and walkways are prohibited.
1. Pool wet decks shall have a minimum unobstructed width of four feet around the
perimeter of the pool, pool curb, ladders, handrails, diving boards, diving towers, and slides,
shall be constructed of concrete or other nonabsorbent material having a smooth slip resistant
finish and shall be uniformly sloped at a minimum of two percent to a maximum of four percent
away from the pool or to deck drains to prevent standing water. When a curb is provided, the
deck shall not be more than 10 inches below the top of the curb. Wet deck area finishes shall
be designed for such use and shall be installed in accordance with the manufacturer's
specifications. Traffic barriers shall be provided as needed so that parked vehicles do not
extend over the deck area. Walkways shall be provided between the pool and the sanitary
facilities, and shall be constructed of concrete or other nonabsorbent material having a smooth
slip resistant finish for the first 15 feet of the walkway measured from the nearest pool water's
edge.
2. Ten percent of the deck along the pool perimeter may be obstructed. Obstructions shall
have a wet deck area behind or through them within 15 feet of the water. These obstructions
must be protected bY a barrier or must be designed to discourage patron access. When an
obstruction exists in multiple areas around the pool the minimum distance between obstructions
shall be four feet. .
3. Food or drink service facilities shall not be located within 12 feet of the water's edge.
(b) Bridges over the pool shall be designed so they will not introduce any contamination to
the pool water. The minimum height of the bridge shall be at least eight feet from the bottom of
the pool and at least four feet above the surface of the pool. Minimum 42 inch high handrails
shall be provided along each side of the bridge. The walking surfaces shall be constructed of
concrete or other nonabsorbent material having a smooth slip resistant finish.
(c) Lighting -- Artificial lighting shall be provided at all swimming pools which are to be used
at night or which do not have adequate natural lighting so that all portions of the pool, including
the bottom, may be readily seen without glare.
1. Outdoor pool lighting -- Overhead lighting shall provide a minimum of three foot candles
of illumination at the pool water surface and the pool deck surface. Underwater lighting shall be
a minimum of one-half watt per square foot of pool water surface area.
2. Indoor pool lighting -- Overhead lighting shall provide a minimum of 10 foot candles of
illumination at the pool water surface and the pool deck surface. Underwater lighting shall be a
minimum of eight-tenths watt per square foot of pool surface area.
3. Underwater lighting -- Underwater lighting shall utilize transformers and low voltage
circuits with each underwater light being grounded. The maximum voltage for each light shall be
15 volts and the maximum incandescent lamp size shall be 300 watts. The location of the
underwater lights shall be such that the underwater illumination is as uniform as possible and
shall not be less than 18 inches below the normal operating water level. All underwater lights
which depend upon submersion for safe operation shall have protection from overheating when
not submerged. Underwater lighting requirements can be waived when the overhead lighting
provides at least 15 foot candles of illumination at the pool water surface and pool deck surface.
Alternative lighting systems which do not utilize electricity in the pool or on the pool deck, such
as fiber optic systems, may be utilized if the applicant demonstrates to reasonable certainty that
the system development has advanced to the point where the department is convinced that the
pool illumination is equal to the requirements in subparagraphs 1. and 2. above.
4. Overhead wiring -- Overhead service wiring shall not pass within an area extending a
distance of 10 feet horizontally away from the inside edge of the pool walls, diving structures,
observation stands, towers, or platforms.
(d) Electrical equipment wiring and installation including the grounding of pool components
shall conform with the National Electrical Code, Sixth Edition 1993, which is incorporated by
reference in these rules and shall comply with applicable local codes. Written evidence shall be
provided from the electrical contractor or the electrical inspector of compliance with the National
Electrical Code.
(e) Equipment Area or Rooms -- Equipment designated by the manufacturer for outdoor use
may be iocated in an equipment area, all other equipment must be located in an equipment
room. Plastic pipe subject to a period of prolonged sunlight exposure must be coated to protect
it from ultraviolet light degradation. An equipment area may be four sided fencing provided it is
at least four feet high with a self-closing and self-latching gate with a permanent locking device.
An equipment room shall be protected on at least three sides and overhead. The fourth side
may be a gate, fence, or open if otherwise protected from unauthorized entrance. The
equipment area or room floor shall be of concrete or other nonabsorbent material having a
smooth slip resistant finish and shall have positive drainage, including a sump pump if
necessary.
1. Ventilation and Access -- Equipment rooms shall have either forced draft or cross
ventilation. All below grade equipment rooms shall have a stairway access with forced draft
ventilation or a fully louvered door and louvered vent on at least one other side. The opening to
equipment room or area shall be a minimum three feet by six feet and shall provide easy
access to the equipment. A hose bibb with vacuum breaker shall be located in the equipment
room or area.
2. Size and Lighting -- The size of the equipment room or area shall provide working space
to perform routine operations. Clearance'shall be provided for all equipment as prescribed by
the manufacturer to allow normal maintenance operation and removal without disturbing other
piping or equipment. Equipment rooms or areas shall not be used for storage of chemicals
emitting corrosive fumes or for storage of other items to the extent that entrance to the room for
inspection or operation of the equipment is impaired. In rooms with fixed ceilings, the minimum
height shall be seven feet. Equipment rooms or areas shall be lighted to provide 30 foot candles
of illumination at floor level.
(f) Sanitary Facilities -- Separate sanitary facilities shall be provided and labeled for each
sex and must be located within a 200 foot radius of the nearest water's edge of each pool
served by the facilities.
1. Fixtures shall be provided as indicated on the following chart:
Men's Restroom
Size Urinals WC Lavatory
0-2500 sq ft 1 1 1
2501-5000 sq ft 2 2 2
5001-7500 sq ft 3 3 3
7501-10,000 sq ft 4 4 4
Women's Restroom
Size WC Lavatory
0-2500 sq ft 1 1
2501-5000 sq ft 6 2
5001-7500 sq ft 9 3
7501-10,000 sq ft 12 4
An additional set of fixtures shall be provided in the men's ~restroom for every 5000 square feet
or major fraction thereof for pools greater than 10,000 square feet. Women's restrooms must
have a ratio of three to two water closets provided for women as the combined total of water
ciosets and urinals provided for men.
2. Outside access to facilities shall be provided for bathers at outdoor pools and if they are
not visible from any portion of the pool deck, signs shall be posted showing directions to the
facilities. These directions shall be legible from any portion of the pool deck and the letters shall
be a minimum of one inch high.
3. Sanitary facility floors shall be constructed of concrete or other nonabsorbent materials
and shall have a smooth slip resistant finish and shall Slope to floor drains. Carpets, duckboards
and footbaths are prohibited. The intersection between the floor and walls must be caved.
4. Pools ide sanitary facilities are not required if all living units are within a 200 foot radius of
the nearest water's edge, are not over three stories in height and are each equipped with
private sanitary facilities.
(g) Rinse shower -- A minimum of one rinse shower shall be provided on the pool deck of all
outdoor pools within 20 feet of the nearest pool water's edge.
Specific Authority 381.006, 381.0011, 514.021 FS.
Law Implemented 381.006,381.0011,381.0015,381.0025,386,514 FS.
History-New 10-5-93, Formerly 100-5.135.
64E-9.007 Recirculation and Treatment System Requirements.
(1) Recirculation and treatment equipment such as filters, recessed automatic surface
skimmers, ionizers, ozone generators, heaters, disinfection feeders and chlorine generators
must be tested and approved using the NSF Standard Number 50-1992, Circulation System
Components and Related Materials for Swimming Pool, Spas/Hot Tubs, dated February 1,
1992, which is incorporated by reference in these rules. If standards do not exist for a specific
product, the manufacturer must work with NSF or other American National Standards Institute
(ANSI) approved agency to develop such standards.
(2) The recirculation system shall be designed to provide a minimum of four turnovers of the
pool volume per day.
(3) The design pattern of recirculation flow shall be 100 percent through the main drain
piping and 100 percent through the perimeter overflow system or 60 percent through the
skimmer system.
(a) Perimeter overflow gutters -- The lip of the gutter shall be uniformly level with a
maximum tolerance of one-fourth inch between the high and low areas. The bottom of the
gutter shall be level or slope to the drains. The spacing between drains shall not exceed 10 feet
for two inch drains or 15 feet for two and one-half inch drains, unless hydraulically justified by
the design engineer.
1. Either recessed type or open type gutters shall be used. Special designs can be
approved provided they are within limits of sound engineering practice. Recessed type gutters
shall be at least four inches deep and four inches wide, and no part of the recessed gutter shall
be visible from a position directly above the gutter sighting vertically down the edge of the deck
or curb. Open type gutters shall be at least six inches deep and 12 inches wide. The gutters
shall slope two inches, plus or minus one-fourth inch, from the lip to the drains. The gutter
drains shall be located at the deepest part of the gutter.
2. All gutter systems shall discharge into a collector tank.
(b) Recessed Automatic Surface Skimmers -- Recessed automatic surface skimmers may
be utilized when the pool water surface area is 800 square feet or less and the width of the pool
is not over 20 feet, excluding offset stairs and swimouts.
1. The recessed automatic surface skimmer piping system shall be designed to canry 60
percent of the pool total design flow rate with each skimmer carrying a minimum 30 gallons per
minute. One skimmer for every 450 square feet or fraction thereof of pool water surface area
shall be provided. . .
2. Prevailing wind direction and the pool outline shall be considered in the selection of
skimmer locations and the location of skimmers shall be such that the interference of adjacent
inlets and skimmers is minimized. Recessed automatic surface skimmers shall be installed so
that there is no protrusion into the pool water area. The deck or curb shall provide for a
handhold around the entire pool perimeter and shall not be located more than nine inches
above the mid point of the opening of the skimmer.
3. Recessed automatic surface skimmers shall be installed with an equalizer valve and an
equalizer line when the skimmer piping system is connected directly to pump suction. The
equalizer valve shall be a spring loaded vertical check valve which will not allow direct suction
on the equalizer line. The equalizer line inlet shall be installed into the side of the pool wall at
least one foot below the normal pool water level and the equalizer line inlet shall be protected
by a grate insert. The equalizer line shall be sized to handle the expected flow with a two inch
minimum line size.
(4) Pumps -- If the pump or suction piping is located above the water level of the pool, the
pump shall be self-priming. Pumps that take suction prior to filtration shall be equipped with a
hair and lint strainer. The recirculation pump shall be selected to provide the required
recirculation flow against a total dynamic head of 60 feet unless hydraulically justified by the
design engineer. Vacuum D.E. filter systems pumps shall provide at least 50 feet of total
dynamic head.
(5) Filters -- Fillers sized to handle the required recirculation flow shall be provided.
(a) Filter capacities -- The maximum filtration rate in gallons per minute per square foot of
filter area shall be: fifteen for high rate sand filters, three for rapid sand filters,
three-hundred-seventy-five thousandths for pleated cartridge filters, three for indepth solid
media cartridge filters and two for D.E. filters.
(b) Filter Appurtenances.
1. Pressure filter systems shall be equipped with an air relief valve, influent and effluent
pressure gauges with minimum face size of two inches reading 0-60 psi, and a sight glass when
a backwash line is required.
2. Vacuum filter systems' shall be equipped with a vacuum gauge which has a two inch face
and reads from 0-30 inches of mercury.
3. Precoat -- A precoat pot or collector tank shall be provided for D.E. systems.
(c) Filter tanks and elements -- The filter area shall be determined on the basis of effective
filtering surfaces with no allowance given for areas of impaired filtration, such as broad
supports, folds, or portions which may bridge. Filter elements shall have a minimum one inch
clear spacing between elements up to a four square foot effective area. The spacing between
filter elements shall increase one-eighth inch for each additional square foot of filter area or
fraction thereof above an effective filter area of four square feet. All cartridges used in public
pool filters shall be permanently marked with the manufacturer's name, pore size and area in
square feet of filter material. All cartridges with end caps shall have the permanent markings on
one end cap. Vacuum filter tanks shall have coved intersections between the wall and the floor
and the tank floor shall slope to the filter tank drain. The filter tank and elements shall be
installed such that the recirculation flow draw down does' not expose the elements to the
atmosphere whenever only the main drain valve is open or only the surface overflow gutter
system valve is open.
(6) Piping -- All plastic pipe used in the recirculation system shall be imprinted with the
manufacturer's name and the NSF-pw logo for potable water applications. Size, schedule, and
type of pipe shall be included on the drawings.
(7) Valves -- Return lines, main drain lines, and surface overflow system lines, shall each
have proportioning valves.
(8) Flow Velocity -- Pressure piping shall not exceed 10 feet per second except that precoat
lines with higher velocities may be used when necessary for agitation purposes. The flow
velocity in suction piping shall not exceed six feet per second except that flow velocities up to
10 feet per second in filter assembly headers will be acceptable. Main drain systems and
surface overflow systems which discharge to collector tanks shall be sized with a maximum flow
velocity of three feet per second. The filter and vacuuming system shall have the necessary
valves and piping to allow filtering to pool, vacuuming to waste, vacuuming to filter, complete
drainage of the filter tank, backwashing for sand and pressure D.E. filters and precoat
recirculation for D.E. filters.
(9) Inlets - All inlets shall be adjustable with wall type inlets being directionally adjustable
and floor type inlets having a means of flow adjustment.
(a) Pools less than 30 feet in width with wall inlets only shall have enough inlets such that
the inlet spacing does not exceed 20 feet based on the pool water perimeter.
(b) Pools less than 30 feet in width with floor inlets only shall have a number of inlets
provided such that the spacing between adjacent inlets does not exceed 20 feet and the
spacing between inlets and adjacent walls does not exceed 10 feet.
(c) A combination of wall and floor inlets may be used in pools less than 30 feet in width
only if requirements of (a) or (b) are fully met.
(d) Pools greater than 30 feet in width with floor inlets only shall have a number of floor
inlets provided such that the spacing between adjacent inlets does not exceed 20 feet and the
spacing between inlets and an adjacent wall does not exceed 10 feet.
(e) Pools greater than 30 feet in width may have a combination of wall and floor inlets
provided the number of wall inlets is such that the maximum spacing between wall inlets is 20
feet and floor inlets are provided for the pool water area beyond a 15 feet perpendicular
distance from all walls. The number of floor inlets shall be such that the spacing between
adjacent inlets does not exceed 20 feet and the distance from a floor inlet and an adjacent wall
does not exceed 25 feet. Floor inlets shall be designed and installed such that they do not
protrude more than five-eighths inch above the pool floor and all inlets shall be designed and
installed so as not to constitute sharp edges or protrusions hazardous to pool bathers.
(f) The flow rate through each inlet shall not exceed 20 gpm.
(10) Main Drain Outlets -- All pools shall be provided with an outlet at the deepest point.
(a) The depth at the outlet must not deviate more than three inches from the side wall.
(b) Outlets must be covered by a secured grating which requires the use of a tool to remove
and whose open area is such that the maximum velocity of water passing through the openings
does not exceed one and one-half feet per second at 100 percent of the design recirculation
flow.
(c) Multiple outlets, equally spaced from the pool side walls and from each other, shall be
installed in pools where the deep portion of the pool is greater than 30 feet in width.
(d) If the area is subject to high ground water, the pool shall be designed to withstand
hydraulic uplift or shall be provided with hydrostatic relief devices.
(e) The main drain outlet shall be connected to a collector tank. The capacity of the collector
tank shall be at least one minute of the recirculated flow unless justified by the design engineer.
Vacuum filter tanks are considered collector tanks.
(11) An automatic and manual water makeup control must be provided to maintain the
water level at the lip of the overflow gutter or at the mouth of the recessed automatic surface
skimmers and must discharge through an air gap into a fill pipe or collector tank. Over the rim
fill spouts are prohibited.
(12) Cleaning system -- A portable or plumbed in vacuum cleaning system shall be
provided. All vacuum pumps shall be equipped with hair and lint strainers. When the system is
plumbed in, the vacuum fittings shall be located to allow cleaning the pool with a 50 foot
maximum length of hose. Vacuum fittings shall be mounted approximately 12 inches below the
water level, flush with the pool walls, and shall be provided with a cover which shall be in place
at all times when the pool is not being vacuumed. Bag type cleaners which operate as ejectors
on potable water supply pressure must be protected by a vacuum breaker. Cleaning devices
which are not an integral part of the recirculation system shall not be used while the pool is
open to bathers.
(13) Rate of flow indicators - A rate of flow indicator, reading in gpm, shall be installed on
the return line. The rate of flow indicator shall be properly sized for the design flow rate and
shall be capable of measuring from one-half to at least one and one-half times the design flow
rate. The clearances upstream and downstream from the rate of flow indicator shall comply with
manufacturer's installation specifications.
(14) Heaters -- Pools equipped with heaters shall have a fixed thermometer mounted in the
pool recirculation line downstream from the heater outlet. Thermometers mounted on heater
outlets do not meet this requirement. A sketch of any proposed heater installation including
valves, thermometer, pipe sizes, and material specifications shall be submitted to the
department and permitted prior to installation. Piping and influent, effluent and bypass valves
which allow isolation or removal of the heater from the system shall be provided. Materials used
in solar and other heaters shall be non-toxic and acceptable for use with potable water. Heaters
shall not prevent the attainment of the required turnover rate.
(15) Pool waste water disposal-- Pool waste water shall be discharged through an air gap;
disposal shall be to sanitary sewers, storm sewers, drainfields, or by other means, in
accordance with local requirements including obtaining all necessary permits. Disposal of water
from pools with D.E. type filters shall be accomplished through separation tanks which are
equipped with air bleed valves, bottom drain lines, and isolation valves, or through a settling
tank with final disposal being acceptable to local authorities. All lines shall be sized to handle
the expected flow. There shall not be a direct physical connection between any drain from a
pool or recirculation system and a sewer line.
(16) Disinfection shall be added to the pool recirculation flow using automatic feeders
meeting the requirement of NSF Standard Number 50-1992.
(a) Gas chlorination -- When gas chlorination is utilized, the chlorinator shall be capable of
continuously feeding a chlorine dosage of four mg/L to the recirculated flow of the filtration
system. The application point for chlorine shall be located in the return line downstream of the
filter, recirculation pump, heater, and flow meter, and as far as possible from the pool.
1. Gas chlorinators shall be located in above grade rooms and in areas which are
inaccessible to unauthorized persons.
a. Chlorine rooms shall have: continuous forced draft ventilation capable of a minimum of
one air change per minute with an exhaust at floor level to the outside, a minimum of 30 foot
candles of illumination with the switch located outside and the door shall open out and shall not
be located adjacent to the filter room entrance or the pool deck. A shalter-proof gas tight
inspection window shall be provided.
b. Chlorine areas shall have a roof and shall be enclosed by a chain-link type fence at least
six feet high to allow ventilation and prevent vandalism.
2. A gas mask, or a self-contained breathing apparatus, approved for use in chlorine gas
contaminated air, shall be provided and shall be located out of the area of possible
contamination.
3. When booster pumps are used with the chlorinator, the pump shall use recirculated pool
water supplied via the recirculation filtration system. The booster pump shall be electrically
interlocked with the recirculation pump to prevent the feeding of chlorine when the recirculation
pump is not operating. .
4. A means of weighing chlorine containers shall be provided. When 150 pound cylinders
are used, platform type scales shall be provided and shall be capable of weighing a minimum of
two full cylinders at one time. The elevation of the scale platform shall be within two inches of
the adjacent floor level, and the facilities shall be constructed to allow easy placement of full
cylinders on the scales.
5. Each cylinder shall be secured at all times, with 150 pound cylinders maintained in an
upright position. A protective cap shall be in place at all times when the cylinder is not
connected to the chlorinator.
(b) Hypohalogenation and Electrolytic chlorine generators - The hypohalogenation type
feeder and electrolytic chlorine generators shall be adjustable from zero to full range. A rate of
flow indicator is required on erosion type feeders. The feeders shall be capable of continuously
feeding a dosage of six mg/L to the minimum required turnover flow rate of the filtration
systems. Solution feeders shall be capable of feeding the above dosage using a ten percent
sodium hypochlorite solution, or five percent calcium hypochlorite solution. To prevent the
disinfectant from siphoning or feeding directly into the pool or pool piping under any type failure
of the recirculation equipment, an electrical interlock with the recirculation pump shall be
incorporated into the system for electrically operated feeders. The minimum size of the solution
reservoirs shall be at least 50 percent of the maximum daily capacity of the feeder. The solution
reservoirs shall be marked to indicate contents.
(c) Feeders for pH adjustment -- Feeders for pH adjustment shall be provided on all pools,
except spa pools of less than 100 square feet of pool water surface area and pools utilizing
erosion type chlorinators. pH adjustment feeders shall be positive displacement type, shall be
adjustable from zero to full range, and shall meet the failure proof feature requirements of
subparagraph 64E-9.007(16)(a)3. When soda ash is used for pH adjustment, the maximum
concentration of soda ash solution to be fed shall not exceed one-half pound soda ash per
gallon of water. Feeders for soda ash shall be capable of feeding a minimum of three gallons of
the above soda ash solution per pound of gas chlorination capacity. The minimum size of the
soiution reservoirs shall not be less than 50 percent of the maximum daily capacity of the
feeder. The solution reservoirs shall be marked to indicate the type of contents.
(d) Ozone generating equipment may be used for supplemental water treatment on public
swimming pools subject to the conditions of this section.
1. Ozone generating equipment electrical components and wiring shall comply with the
requirements of the National Electrical Code and the manufacturer shall provide a certificate of
conformance. The process equipment shall be provided with an effective means to alert the
user when a component of this equipment is not operating.
2. Ozone generating equipment shall meet the NSF's Standard Number 50-1992.
3. The maximum ozone contact concentration shall be 0.1 milligrams per liter unless a
means of ozone removal is provided prior to introduction to the pool. Where ozone removal
equipment is provided, the concentration of ozone after removal shall not exceed 0.1 milligrams
per liter. The contact concentration shall be calculated as follows: Amount of ozone in grams
per hour divided by the recirculation flow rate in gallons per minute times 4.41 equals the
contact concentration in milligrams per liter.
4. The injection point for ozone generating equipment shall be located in the pool return line
after the filtration and heating equipment, prior to the halogen injection point, and as far as
possible from the nearest pool return inlet with a minimum distance of four feet. Injection
methods shall include a mixer, contact chamber, or other means of efficiently mixing the ozone
with the recirculated water. The injection and mixing equipment shall not prevent the attainment
of the required turnover rate of the recirculation system. Ozone generating equipment shall be
equipped with a check valve between the generator and the injection point. Ozone generating
equipment shall be equipped with an air flow meter and a means to control the flow.
5. Ozone generating equipment shall be furnished with drawings and parts list for easy
identification of replacement parts and shall include:
a. Model number of unit.
b. Instructions for proper size selection and installation.
c. Operating and maintenance instructions.
d. A statement of manufacturer's warranty.
e. Applicable caution statements.
6. Ventilation requirements -- Ozone generating equipment shall be installed in equipment
rooms with either forced draft or cross draft ventilation. Below grade equipment rooms with
ozone generators shall have forced draft ventilation and all equipment rooms with forced draft
ventilation shall have the fan control switch located outside the equipment room door. The
exhaust fan intake for forced draft ventilation and at least one vent grille for cross draft
ventilation shall be located at floor level.
7. A self-contained breathing apparatus designed for use in ozone contaminated air shall be
provided when ozone generator installations are capable of exceeding the maximum pool water
ozone contact concentration of 0.1 milligrams per liter. The self-contained breathing apparatus
shall be available at all times and shall be used at times when the maintenance or service
personnel have determined that the equipment room ozone concentration exceeds 10 mg/L.
Ozone generator installations which require the self-contained breathing apparatus shall also be
provided with Draeger type detector tube equipment which is capable of detecting ozone levels
of 10 mg/L and greater.
(e) Ionization units may be used as supplemental water treatment on public pools subject to
the condition of this paragraph.
1. Ionization equipment and electrical components and wiring shall comply with the
requirements of the National Electrical Code and the manufacturer shall provide a certification
of conformance.
2. Ionization equipment shall meet the NSF's Standard 50-1992, Circulation System
Components and Related Materials for Swimming Pools, Spas/Hot Tubs, or equivalent, shall
meet UL standards and shall be electrically interlocked with recirculation pump.
Specific Authority 381.006,381.0011,514.021 FS.
Law Implemented 381.006, 381.0011, 381.0015, 381.0025, 386, 514 FS.
History-New 10-5-93, Formerly 100-5.136.
64E-9.008 Supervision and Safety.
(1) All owners, managers, lifeguards or swimming instructors in charge of, or working at,
public swimming pools shall be responsible for the supervision and safety of the pool.
(a) Lifeguards or swimming instructors, if provided, shall be in full charge of persons using
the pool and shall have authority to enforce all rules. Lifeguards and swimming instructors shall
be certified in Iifeguarding or swimming instruction, respectively, by the American Red Cross,
the Y.M.C.A. or other equivalent national aquatic training agencies which meet the established
standards, objectives and standards of care provided in the American Red Cross or Y.M.C.A.
programs. For the purpose of this rule, the standards found in the 1990 edition of the American
Red Cross Lifeguarding Instructors Manual, the 1992 edition of the American Red Cross Water
Safety Guide for Training Instructors and the YMCA's Aquatic Directors Administrative Manual,
Third Edition 1993, are hereby adopted by reference.
(b) Lifeguards and swimming instructors shall also be currently certified in first aid and in
adult, child and infant cardiopulmonary resuscitation through the American Red Cross, or the
American Heart Association or the National Safety Council.
(c) Swim coaches are exempted from the swimming instructor certification requirement
when training advanced level swimmers for competition.
(d) Verification of equivalence, as required above, shall be the responsibility of the Assistant
Health Officer for Environmental Health or his designatee. The department shall form an ad hoc
advisory group composed of professionals in the field of aquatics. This group shall consist of
five members and shall make recommendations to the State Health Officer or his designatee
regarding the equivalence of lifeguard or swimming instructor certification programs submitted
to the department under paragraph 64E-9.008(1)(a). Members shall be appointed for a period
of 3 years with such appointments being staggered so that the terms of no more than two
members expire in anyone year.
(e) Lifeguard, swimming instructor, cardiopulmonary resuscitation and first aid certificates or
photocopies thereof shall be maintained at the pool location and be available for inspection by
department personnel at any reasonable hour.
(2) Safety Equipment -- All swimming pools shall be provided with a shepherd's hook
securely attached to a one piece pole not less than 16 feet in length, and at least one 18 inch
diameter lifesaving ring with sufficient rope attached to reach all parts of the pool from the pool
deck. Safety equipment shall be mounted in a conspicuous place and be readily available for
use. Pools greater than 50 feet in length shall have multiple units with at least one shepherd's
hook and one lifesaving ring located along each of the longer sides of the pools. Spa pools and
wading pools under 200 square feet of surface area are exempt from this requirement.
(3) Safety Lines -- All pools with a slope transition shall have a safety line as required by
subsubparagraph 64E-9.006(1)(c)2.b. The safety line shall be in place at all times unless a
lifeguard or instructor is present.
(4) Pool covers and solar blankets shall only be used during times when the pool is closed.
Unless the pool cover or solar blanket is secured around the entire perimeter and is designed to
support a live load of an adult person, the pool area shall be inaccessible to unauthorized
individuals during times of cover or blanket use.
(5) Chemical storage - Chemicals shall be stored in a cool, dry, and well ventilated area
under a roof and the area shall be inaccessible to the public. Chemicals which emit corrosive
fumes shall not be stored in the equipment room. Empty c~emical containers shall be stored
and disposed of in such a manner that they are not accessible to the public.
(6) Swimming pool slides shall be installed in accordance with manufacturers specifications.
(7) Rules and regulations -- Rules and regulations for bathers shall be posted in minimum
one inch letters which must be legible from the pool deck, and shall contain the following:
1. No food, drink or animals in pool or on pool deck.
2. Bathing load: persons.
3. Pool hours: --:-- a.m. to --:-- p.m.
4. Shower before entering.
Additional rules relating to pool operation and patron behavior may be posted. Pools without an
approved diving well configuration shall have "NO DIVING", in four inch letters included with the
above listed pool rules.
(8) Night swimming -- Pools shall not be open for swimming at night unless the
requirements for lighting as specified in paragraph 64E-9.006(2)(c) are met. Night swimming
shall be considered one half hour before sunset to one half hour after sunrise.
(9) Pools with heaters shall have a maximum water temperature of 1050 F.
Specific Authority 381.008, 381.0011,514.021 FS.
Law Implemented 381.008,381.0011,381.0015,381.0025,388,514 FS.
History-New 10-5-93, Formeriy 100-5.137.
64E-9.009 Wading Pools.
(1) In addition to the requirements of this section, compliance is required with all other
applicable sections of this chapter. Wading pools and associated piping shall not be physically
connected to any other swimming pools and have no minimum width dimensions requirements.
(2) Depths -- Wading pools shall have a maximum depth of two feet. The depth at the
perimeter of the pool shall be uniform and shall not exceed 12 inches. Where recessed
automatic surface skimmers are used, the pool floor shall not be more than 12 inches below the
deck unless steps and handrails are provided. Depth markers are not required on wading pools.
(3) Recirculation - Wading pools shall have a minimum of one turnover every one hour.
Lines from main drains shall discharge into a collector tank.
(a) Skimmer equalizer lines when required shall be installed in the pool floor with a grate
covering.
(b) The grate cover shall be sized so as not to allow the flow to exceed one and one half
feet per second when the equalizer line is operating.
(4) Inlets -- Wading pools with 20 feet or less of perimeter shall have a minimum of two
equally spaced adjustable inlets.
(5) Emergency drainage -- All wading pools shall have drainage to waste without a
cross-connection through a quick opening valve to facilitate emptying the wading pool should
accidental bowel or other discharge occur.
(6) Vacuuming -- Wading pools with 200 square feet or more of pool water surface area
shall have provisions for vacuuming.
(7) Wading pool decks -- When adjacent to swimming pools, wading pools shall be
separated from the swimming pool by a fence or other similar type barrier. Wading pools shall
have a minimum 10 foot wide deck around at least 50 percent of their perimeter with the
remainder of the perimeter deck being at least four feet wide. There shall be at least 10 feet
between adjacent swimming pools and wading pools.
(8) Wading pools are exempt from underwater lighting requirements but do require
overhead lighting for night use.
Specific Authority 381.006,381.0011, 514.021 FS.
Law Implemented 381.006,381.0011,381,0015,381,0025,386,514 FS,
History-New 10-5-93, Fonnerly 100-5.138.
64E-9.010 Spa Pools.
(1) The color, pattern or finish of the pool interior shall not obscure the existence or
presence of objects or surfaces within the pool.
(2) Water depths -- Spa type pools shall have a minimum water depth of 2 1/2 feet and a
maximum water depth of four feet, except that swim spa pools may have'a maximum water
depth of five feet. Depth markers are not required on spa type pools with 200 or less square
feet of water surface area.
(3) Steps and handrails -- Steps or ladders shall be provided and shall be located to provide
adequate entrance to and exit from the pool. The number of sets of steps or ladders required
shall be on the basis of one for each 75 feet, or major fraction thereof, of pool perimeter. Step
sets for spa type pools with more than 200 square feet of pool water surface area shall comply
with subparagraph 64E-9.006(1)(d)3. Step sets for spa type pools with 200 square feet or less
of pool water surface area shall comply with the following: Step treads shall have a minimum
width of 10 inches for a minimum continuous tread length of 12 inches. Step riser heights shall
not exceed 12 inches except when the bottom step is used for a bench or seat, the bottom riser
may be a maximum of 14 inches. Intermediate treads and risers between the top and bottom
treads and risers shall be uniform in width and height, respectively. Contrasting markings on the
leading edges of the intersections of the treads and risers are required.
(a) Handrails shall be provided for all sets of steps and shall be anchored in the bottom step
and in the deck. Handrails shall be located to provide maximum access to the steps and
handrails shall extend 28 inches above the pool deck.
(b) Where "figure four" handrails are used, they shall be anchored in the deck and shall
extend laterally to any point vertically above the bottom step. Handrails shall be located to
provide maximum access to the steps and handrails shall extend 28 inches above the pool
deck.
(4) Decks -- Decks shall have a minimum four foot wide unobstructed width around the
entire pool perimeter except that pools of less than 120 square feet of pool water surface area
shall have a minimum four foot wide unobstructed continuous deck around a minimum of 50
percent of the pool perimeter. Decks less than four feet wide shall have barriers to prevent their
use. Decks shall not be more than 10 inches below the top of the pool.
(5) Therapy or jet systems.
(a) The return lines of spa type therapy or jet systems shall be independent of the
recirculation-filtration and heating systems.
(b) Therapy or jet pumps shall take suction from the collector tank. Collector tank sizing
shall take this additional gallonage into consideration.
(6) Filtration system inlets -- Spa type pools with less than 20 feet of perimeter shall have a
minimum of two equally spaced adjustable inlets. .
(7) Filtration recirculation -- Spa type pools shall have a minimum of one turnover every 30
minutes. The piping, fittings, and hydraulic requirements shall be in accordance with section
64E-9.007. All recirculations lines to and from the pool shall be individually valved with
proportional flow type valves in order to control the recirculation flow.
(8) Vacuuming -- Spa type pools of over 200 square feet of pool water surface area shall
have provisions for vacuuming.
(9) Oils, body lotions, and minerals -- Oils, body lotions, and minerals or materials not
associated with chemicals used for water chemistry balance, algae control, and disinfection of
the water are prohibited in the spa pool. .
(10) When spa pools are part of a conventional swimming pool, the spa pool area shall be
offset from the main pool area with the same water depth as the main pool area. The spa pool
shall meet all the spa pool requirements of this chapter, and the deck area at the spa shall be
protected by connected 30 inch high stanchions. The deck perimeter at the offset spa area shall
not exceed 15 percent of the entire. swimming pool perimeter. All benches shall have
contrasting markings on the leading edges of the intersection of the bench seats. If tile is used,
it shall be slip resistant.
(11) Portable and wooden type spa pools are prohibited.
Specific Authority 381.006.381.0011.514.021 FS.
Law Implemented 381.006,381.0011,381.0015,381.0025,386,514 FS.
History-New 10-5-93, Formerly 10D-5. 139.
64E-9.011 Water Recreation Attractions.
(1) General -- Water recreation attraction projects shall be designed and constructed within
the limits of sound engineering practice. Design engineers may consult with the department in
reference to concepts of design variations and to areas where potential problems may exist. In
addition to the requirements of this section, compliance is required with all other applicable
sections of this chapter depending upon the pool design and function, for example, water
quality, lighting, permitting and enforcement are some of the applicable sections.
(2) Water slides.
(a) Water slide plunge pool -- Plunge pools shall be constructed of concrete or other
structurally rigid impervious materials with a non-toxic, smooth and slip resistant finish. The
plunge pool design shall be as follows:
1. Plunge pool water depth -- The minimum plunge pool operating water depth at the slide
flume terminus shall be three feet. This depth shall be maintained for a minimum distance of 10
feet in front of the slide terminus from which point the plunge pool floor may have a constant
upward slope to allow a minimum water depth of two feet at the base of the steps. The floor
slope shall not exceed one foot in 10 feet. The plunge pool water depth shall be commensurate
with safety and the ease of exit from the plunge pool.
2. Plunge pool dimension - The plunge pool dimension between any slide flume exit or
terminus and the opposite side of the plunge pool shall be a minimum of 20 feet excluding.
steps.
3. Slide flume terminus.
a. The slide flume terminus shall be designed by the design engineer who can demonstrate
to the department's satisfaction that riders will be adequately slowed prior to discharge so as to
prevent injury or harm to the rider upon impact with the plunge pool water.
b. The minimum distance between any plunge pool side wall and the outer edge of any slide
terminus shall be five feet. The minimum distance between adjacent slide flumes shall be six
feet.
c. A minimum length of slide flume of 10 feet shall be perpendicular to the plunge pool wall
at the exit end of the flumes.
4. Plunge pool main drains - The plunge pool shall have a minimum of one main drain with
separate piping and valve to the filtration system collector tank. The velocity through the
openings of the main drain grate shall not exceed one and one-half feet per second at the
design flow rate of the recirculation pump. The main drain piping shall be sized to handle 100
percent of the design flow rate of the filtration system with a maximum flow velocity of three feet
per second.
5. Plunge pool floor slope -- The plunge pool floor shall slope to the main drains and the
slope shall not exceed one foot in 10 feet.
6. Plunge pool decks.
a. Width -- The minimum width of plunge pool decks along the exit side shall be 10 feet.
There shall be a pool deck along the side opposite the plunge pool weir, and this deck shall
have a minimum width of four feet.
b. Curbs - All plunge pool decks shall have a minimum six inch high curb or adequate free
board to contain the water surge generated by the person entering the water via the slide.
c. Slopes -- All plunge pool decks shall slope away from the plunge pool unless the curb is
located at the outside perimeter of the deck. If the curb is located at the outside perimeter of the
deck, the plunge pool deck shall slope to the plunge pool or pump reservoir or to deck drains
which discharge to waste. All slopes shall be between two and four percent grade.
7. Hand holds shall be provided along the sides of the plunge pool in areas where the water
depth exceeds three feet, except that no hand holds shall be required along the wall where the
slide enters the pool nor shall they be required at the pool exit.
(b) Pump reservoirs -- Pump reservoirs shall be made of concrete or other impervious
material with a smooth slip resistant finish and shall be connected to the plunge pool by a weir.
Pump reservoirs shall be for the slide pump intakes. Pump reservoir designs shall be as
follows:
1. Pump reservoir volume -- The minimum reservoir volume shall be equal to two minutes of
the combined flow rate in gpm of all filter and slide pumps for masonry type slides and five
minutes of the combined flow rate in gpm of all filter and slide pumps for non-masonry type
slides.
2. Pump reservoir security -- Pump reservoirs shall be accessible only to authorized
individuals.
3. Pump reservoir maintenance accessibility -- Access decks shall be provided for the
reservoir such that all areas are accessible for vacuuming, skimming, and maintenance. The
decks shall have a minimum width of three feet and shall have a minimum slope of three inches
in 10 feet away from the reservoir.
4. Pump reservoir slide pump intakes -- The slide pump intakes shall be located in the pump
reservoir and shall be designed to allow cleaning without danger of operator entrapment.
5. Pump reservoir main drains - The pump reservoir shall have a minimum of one main
drain with separate piping and valve to the filtration system collector tank and the velocity
through the openings of the main drain grates shall not exceed one and one-half feet per
second at the design flow rate of the filtration system pump. The main drain piping shall be
sized to handle 100 percent of design flow rate of the filtration system pump with a maximum
flow velocity of three feet per second.
(c) Slide pump check valves - Slide pumps shall have check valves on all discharge lines.
(d) Perimeter overflow gutters or skimmers -- Plunge pools and pump reservoirs shall have
a perimeter overflow gutter system or skimmer which shall be an integral part of the filtration
system.
1. Perimeter overflow gutter systems -- Perimeter overflow gutter systems shall meet the
requirements of paragraph 64E-9.007(3)(a) except that gutters are not required directly under
slide flumes or along the weirs which separate plunge pools and pump reservoirs.
2. Surface skimmers -- Surface skimmers may be used in lieu of perimeter overflow gutters
and shall be appropriately spaced and located according to the structural design. Unless an
overflow gutter system is used, surface skimmers shall be provided in the plunge pool and in
the pump reservoir and the skimmer system shall be designed to carry 60 percent of the
filtration system design flow rate with each skimmer carrying a minimum 30 gallons per minute.
All surface skimmers shall meet the requirements for NSF commercial approval as set forth in
NSF Standard Number 50-1992, Circulation System Components and Related Materials for
Swimming Pools, Spas/Hot Tubs, which is incorporated by reference in these rules, including
an equalizer valve in the skimmer and an equalizer line to the pool wall on systems with direct
connection to pump suction.
(e) Water slide recirculation -- filtration equipment.
1. Recirculation rate -- The recirculation-filtration system of water slides shall recirculate and
filter a water volume equal to the total water volume of the facility in a period of three hours or
less.
2. Filter areas -- Minimum filter area requirements shall be twice the filter areas specified for
the recirculation rates stipulated in paragraph 64E-9.007(5)(a). The filtration system shall be
capable of returning the pool water turbidity to five-tenths NTU within eight hours or less after
peak bather load.
3. Hair and lint strainer -- Any filtration system pump which takes suction directly from the
plunge pool and reservoir shall have a minimum eight inch diameter hair and lint strainer on the
suction side of the pump.
(f) Disinfection -- The disinfection equipment shall be capable of feeding 12 mg/L of halogen
to the continuous recirculation flow of the filtration system.
(3) Water activity pools.
(a) Water activity pools shall be designed and constructed within the limits of sound
engineering practice. The design engineer may consult with the department prior to preparation
and submission of engineering plans and specifications for water activity pools.
(b) Water activity pools shall be constructed of concrete or other structurally rigid impervious
materials with a non-toxic, smooth and slip resistant finish. These pools shall be of such shape
and design as to be operated and maintained in a safe and sanitary manner.
(c) The recirculation-filtration system of water activity pools shall be capable of a minimum
of one turnover every three hours.
(4) Wave pools.
(a) Wave pools shall be designed and constructed within the limits of sound engineering.
practice. The design engineer may consult with the department prior to preparation and
submission of engineering plans and specifications for wave pools.
(b) Wave pools shall be constructed of concrete or other impervious materials with a
smooth slip resistant finish. These pools shall be of such shape and design as to be operated
and maintained in a safe and sanitary manner.
(c) The recirculation-filtration system of wave pools shall be capable of a minimum of one
turnover every three hours.
(5) Lazy River Rides.
(a) Lazy River Rides shall be constructed within the limits of sound engineering practice.
The design engineer may consult with the department prior to preparation and submission of
engineering plans and specifications for Lazy River Rides. .
. (b) Lazy River Rides shall be constructed on concrete or other impervious materials with a
non-toxic, smooth and slip resistant finish. These rides shall be of such shape and design as to
be operated in a safe and sanitary manner.
(c) The recirculation-filtration system of the Lazy River Ride shall be capable of a minimum
of one turn every three hours.
(d) The maximum water depth of the Lazy River Ride shall not exceed three feet unless
justified to the department's satisfaction by the design engineer.
(e) Decking shall be provided at the entrance and exit points as necessary to provide safe
patron access but shall not be smaller than 10 feet in width and length. Additional decking along
the ride course is not required except that decking shall be required at lifeguard locations and
emergency exit points.
(f) Access and exit shall be provided at the start and end of the ride only, except that
emergency exit locations shall be located along the ride course as necessary to provide for the
safety of the patrons.
Specific Authority 381.006, 381.0011, 514.021 FS.
Law Implemented 381.006,381.0011,381.0015,381.0025,386,514 FS.
History-New 10-5-93, Formeriy 100-5.140.
64E-9.012 Special Purpose Pools.
(1) General - Special purpose pool projects may deviate from the requirements of other
sections of these rules provided the design and construction are within the limits of sound
engineering practice. Deviations must be needed to accommodate the special purpose use of
the pool. All other aspects of the pool shall comply with the requirements of this section and
with applicable sections of this chapter. The design engineer may consult with the department
prior to preparation and submission of engineering plans for special purpose pools.
(2) A special purpose pool may incorporate ledges which do not overhang into the pool. .'
(3) The operating permit shall state the purpose for which the pool is to be used. SpeCial
purpose pools shall not be available for general use as a swimming pool.
Specific Authority 381.006,381.0011, 514.021 FS.
Law implemented 381.006,381.0011,381.0015,381.0025,386,514 FS.
History-New 10-5-93, Formeriy 100-5.141.
64E-S.013 Bathing Places.
(1) General -- Approval for the development of a public bathing place and a permit to
operate a public bathing place shall be obtained from the department.
(2) Development -- The following shall be submitted to the department for consideration
towards the development of a public bathing place:
(a) Six sets of site plans, prepared by a professional engineer which detail the location,
contours of the shoreline and bottom, appurtenances such as sanitary facilities, diving or slide
facilities, and pertinent details from the sanitary survey. Said professional engineer shall be
licensed in the state of Florida under the provision of Chapter 471, F.S., and shall fulfill the
requirements of Section 471.025, F.S.
(b) A sanitary survey identifying potential sources of contamination as exemplified by
streams, unsewered residential areas, water and wastewater treatment plants, sewage outfalls,
storm drain outfalls, industrial drainage and waste outfalls, agricultural drainage, sanitary
landfills, open dumps, animal enclosures, wildlife populations, and potential high erosion areas.
The survey shall include consideration of present or possible future pollution of the bathing
water from the above potential sources of contamination and from other forms of pollution
including bottom deposits, turbidity of water, decaying vegetation, surface runoff, and the
anticipated bather load. The survey shall establish that the bathing water has a flow through of
a minimum of 500 gallons per anticipated bather per 24 hours, unless the water surface area of
the body of water is two acres or more. Water currents should not exceed three feet per
second. A written report of the sanitary survey shall be submitted to the department and shall
include a presentation and evaluation of the findings and a recommendation relative to the
development and permitting of the bathing place.
(c) A bacteriological survey shall be submitted to the department and the fecal and total
coliform densities indicated by this survey shall not exceed the standards of subsection
64E-9.013(4). The survey shall consist of a minimum of three bacteriological samples collected
from the proposed bathing area daily for the first three days of each week for three consecutive
weeks. Either MPN or MF counts may be utilized. The bacteriological results shall be reviewed
in light of the sanitary survey.
(d) Fees as per section 64E-9.015.
(3) Operation.
(a) The following must be submitted prior to operation:
1. Six operating permit applications number 917.
2. Fees as per section 64E-9.015.
(b) Operational water quality -- The water shall be free of chemical and physical substances
known or suspected of being capable of creating toxic reactions or skin or membrane irritations.
Algae and aquatic vegetation shall be controlled so that no hazard to bathers results.
(c) Bacteriological samples shall be collected fortnightly, analyzed by a certified laboratory
and the results submitted to the department.
(d) Inspections -- county health departments shall perform two inspections per year which
shall include:
1. A site inspection in light of the original sanitary survey.
2. A bacteriological test. The coliform density must not exceed the standards of subsection
64E-9.013(4).
(4) Bacteriological Standards - The fecal coliform density shall not exceed an average of
200 per 100 ml of sample, nor exceed 400 per 100 ml of sample in 10 percent of the samples,
nor exceed 800 per 100 ml on anyone day, nor exceed a total coliform bacteria count of 1,000
per 100 ml as a monthly average, nor exceed 1,000 per 100 ml in more than 20 percent of the
samples examined during any month, nor exceed 2,400 per 100 ml at any time. This average
shall be expressed as geometric means.
Specific Authority 381.006,381.0011, 514.021 FS.
Law Implemented 381.006,381.0011,381.0015,381.0025,386,514 FS.
History-New 10-5-93, Formerly 100-5.142.
64E-S.014 Authorization and Operating Permit.
(1) Before a public swimming pooi is open for use, the owner shall obtain written
authorization or a permit from the department. . .
(2) Upon completion of the pool construction, the pool owner, pool contractor, professional
design engineer, and electrical contractor or inspector shall execute the appropriate certification
on the Application for a Swimming Pool Operating Permit/Authorization, DH Form 916.
(3) Upon receipt of properly completed applications and fee, the department engineer shall
perform inspection(s) to verify compliance with the approved plans. When compliance is
established the department shall issue written authorization to open the pool.
(4) To receive an operating permit, immediately following or coinciding with written
authorization, the owner shall receive notice from the department of payment due as per
subparagraph 64E-9.015(2)(c). Thereafter, all operating permits shall be renewed each year
prior to July 1 to allow for the continued operation of the pool. The full annual renewal fee and
DH-H Form 4063 must be received no later than June 15 of each year.
(5) Operating permits may be issued subject to special restrictions as the department
deems necessary for the protection of health and safety of persons using the pool.
(6) Operating permits shall not be transferable. Upon change of pool ownership or name,
application for reissue of the operating permit shall be made by the owner on DH Form 4063.
(7) Operating permits shall be posted in a conspicuous piace.
Specific Authority 381.006,381.0011, 514.021 FS.
Law Implemented 381.006,381.0011,381.0015,381.0025,386,514 FS.
History-New 1 ()"5-93, Formerly 1 00-5.143.
64E-9.015 Fee Schedule.
(1) Plan review:
(a) Original construction -- $275.00
(b) Modification of Approved Construction Plans -- $100.00
(c) Modification of existing pools - $100.00
(d) Original development of bathing places - $150.00
(e) Modification of existing bathing places -- $100.00
(2) Authorization and Operating Permit Issuance for Swimming Pools and Bathing Places.
(a) Initial Operating Permit -- $125.00
(b) Operating Permits as indicated below:
(c) Original Operating Permit - Full annual renewal fee if the authorization was issued from
July 1st to December 31st; one half the annual fee if the authorization was issued from January
1 st to June 30th.
(d) Annual renewal of operating permits:
1. Pools greater than 25,000 gallons and bathing places - $75.00
2. Pools of 25,000 gallons or less and for exempted condominiums with over
32 units -- $25.00
(3) All fees collected pursuant to this subsection shall be deposited in the Public Swimming
. Pool and Bathing Place Trust Fund under a unique revenue code within the individual county
public health fund to be used to meet the cost of carrying out that portion of the Public
Swimming Pool and Bathing Place Program described in this chapter. Ten percent of each fee
collected by the county public health unit pursuant to section 64E-9.015, shall be transferred to
a special account set up by the department's State Health Office to offset the headquarters'
cost of providing technical, monitoring, training, standardization, quality assurance and
administrative assistance for this program.
(4) Fee payment is not required for a replacement copy of an operating permit or reissuance
of an operating permit due to change of ownership or name.
(5) Fee payments are not refundable once services are provided.
Specific Authority 381.006,381.0011,514.021 FS.
Law Implemented 514.033 FS.
History-New 10-5-93, Formerly 100-5.144.
64E-9.016 Exemptions and Variances.
(1) Pools that meet one or more of the following criteria shall be exempt from regulation
under these rules. If at any time the criteria for exemption ceases to exist, the swimming pool
shall be brought into full compliance with the current requirements for public swimming pools. It
shall be the responsibility of the swimming pool owner to inform future owners of the conditions
for exemption status. Exemptions:
(a) Pools that serve less than five living units.
(b) Pools that serve group home facilities with less than eight clients.
(c) Pools that serve as therapy facilities connected with hospitals, medical doctors' offices,
and licensed physical therapy establishments.
(d) Private pools used for instructional purposes in swimming.
(e) Spa pools, excluding portable spa pools, which are emptied and cleaned after each
individual use.
(f) Public swimming pools or bathing places located on federal properties.
(g) Pools serving no more than 32 condominium or cooperative units (as defined in
Chapters 718 and 719, F.S.) which are not operated as a public lodging establishment shall be
exempt from supervision under this chapter except for complaint investigations by the county
health departments for determining acceptable water quality conditions as listed in subsections
64E-9.004(1)(b) -- (d). A condominium association wishing to obtain this exemption shall submit
to the department a completed copy of the application form (DH-H Form 4065).
(h) Pools serving more than 32 condominium or cooperative units (as defined in Chapters
718 and 719, F.S.) which have obtained an operating permit and whose recorded documents
prohibit the rental or sublease of the units for periods of less than 60 days shall be exempt from
supervision under this chapter except that the department shall inspect these pools annually to
determine compliance with department rules relating to water quality and life saving equipment
as listed in paragraph 64E-9.004(1 )(b) -- (d) and subsection 64E-9.008(2) of these rules.
Owners who desire exemption status under this provision shall request DH-H Form 1704 from
the department and complete and return it to the department for processing.
(2) Variances -- A variance from requirements of these rules may be requested by the pool
owner or their representative to relieve or prevent hardship only in cases involving deviations
from the rule, when it is shown that the hardship was not caused intentionally by the action of
the applicant, where no reasonable alternative exists and the health and safety of the pool
patrons is not at risk. Application for variance shall be submitted through the county health
department utilizing DH Form 4080. Each application can be accompanied by supportive
materials such as drawings, pictures or manufacturer's specifications. Applications must be
received 30 days prior to the scheduled meeting of the board.
Specific Authority 381.006,381.0011,514.021 FS.
Law Implemented 514.0115, 514.028 FS.
History-New 10-5-93, Formerly 100-5.145.
64E-9.017 Inspection, Enforcement and Penalties.
(1) Department personnel shall inspect all public swimming pools and public bathing places
twice a year or more often if necessary for enforcement of the provisions of this chapter and
protection of the public's health. The result of each inspection shall be recorded on DH Form
920, a legible copy of which shall be provided to the operator.
(2) Persons operating a public swimming pool or public bathing place shall permit
department personnel right of entry during operating hours to inspect the bathing area,
swimming pool, equipment, sanitary facilities and if necessary examine records of the
establishment to obtain pertinent information pertaining to pool operations and lifeguard and
swimming instructor certification. Furthermore, the operator shall maintain the latest inspection
report on premises. Additionally, department personnel perform reinspections, sample
collection, water testing, compliant investigation, enforcement, and reissuance or renewal of
operating permits.
(3) Any person who commits an assault or battery upon department personnel who are
engaged in the lawful performance of their duties is guilty as delineated in subsection
381.0025(2), F.S.
(4) Any public pool can be immediately posted closed by the department as not being in
compliance with Chapter 64E-9, Florida Administrative Code, whenever any of the following
conditions occur:
(a) The free active chlorine residual is less than one part per million in pool water and two
parts per million in spa waters or if the bromine residual is less than one and one-half parts per
million in the pool water and three parts per million in spa waters.
(b) The pH of the pool water is below 7.2 or above 7.8.
(c) The clarity of the pool water is such that the main drain grate is not readily visible from
the pool deck. .
(d) The recirculation system or disinfection feeding equipment is missing or not functioning.
(e) Any other condition which endangers the health, safety, or welfare of persons using the
pool, for example a missil1g, unsecured or damaged main drain grate. The division or
department may attach a sign that states "Pool Closed. This pool is not in compliance with
Chapter 64E-9, Florida Administrative Code, and may endanger the health, safety or welfare of
persons using this facility". With the department's permission, the pool operator may remove
signs from the pool area immediately following correction of the cited deficiencies provided the
county health department is notified of this action at the earliest possible time.
(5) For violations of any provisions of 64E-9, the department shall deny, suspend or revoke
a permit for any public swimming pool or bathing place permitted under Chapter 514, F.S.; or
impose an administrative fine in accordance with section 381.0061, F.S.; or pursue other
enforcement action authorized by law. In determining the type and degree of enforcement
action necessary, the department shall take into consideration the following:
(a) The gravity of the violation, including the probability that death or serious physical or
emotional harm to any person will result or has resulted, the severity of the actual or potential
harm, and the extent to which the provisions of the applicable statutes or rules were violated.
(b) Actions taken by the owner or operator to correct violations.
(c) Any previous violations.
(6) Any establishment whose permit has been denied, suspended, or revoked shall remain
closed until a permit has been reinstated or reissued. .
(7) The department shall take the same enforcement action described in subsection
64E-9.017(5) against an establishment which does not possess a valid permit.
(8) No permit shall be suspended under this section for a period of more than 12 months.
Should the current permit expire during suspension periOd the pUblic swimming pool and
bathing place may apply for reinstatement or reissuance of permit at the end of the suspension
period. A public swimming pool or bathing place which has had its permit revoked may not
apply for another at that location prior to the date on which the revoked permit would have
expired.
(9) It shall be unlawful to operate a public swimming pool or bathing place without a current
and valid permit or written authorization issued by the department.
Specific Authority 381.006,381.0011,514.021 FS.
Law Implemented 381.0025,381.006,514.04,514.05,514.06,514.0011 FS.
History-New 10-5-93, Fonnerly 100-5.146.
.
64E-9.018 Public Pool Service Technician Certification
An individual who services a public pool by maintaining the cleanliness, water quality
and chemical balance of public pools shall be certified. To be certified an individual
must demonstrate knowledge of public pools. Examples of such knowledge include:
pool cleaning, general maintenance, make-up water supply, bacteriological, chemical
and physical quality of water and water purification, testing, treatment, and disinfection
procedures. To ensure that the pool technicians are knowledgeable, said technician
shall attend a training course approved by the department of at least 16 hours in length
and shall pass a test acceptable to the department.
(1) Training shall include the following study topics for the hours indicated:
(a) swimming pool calculations 1 hour
(b)fiIter type and filtration circulation 4 hours
(c) water chemistry -balancing & testing 5 hours
(d) spas and warm water pools 1 hour
(e) pool and spa maintenance 2 hours
(f) operational and safety requirements 2 hours
(g) state health code Chapter 64E-9FAC 1 hour
(2) Course materials must be provided that cover the required topics in detail.
(3) Any individual or organization requesting the department to review their courses
for compliance with the requirements of this rule, must submit copies of their training
materials to the department prior to providing that training within the state. A copy of the
test to be given, answers to the test questions, and a statement indicating the length of
time a classroom topic will be conducted shall be included. The department shall review
the materials and inform the applicant of its findings with}n 60 days from receipt of all
training materials.
(4) The department shall deem certified any individual who has been proven
certified by a course of national recognition.
(5) This requirement does not apply to a person or the direct employee of a person
permitted as a public pool operator under...s..514.031. Further, persons licensed under
s.489.105(3) (J), (K) or (L) shall be deemed certified.
(6) Proof of certification should be posted conspicuously in the equipment room of
each pool serviced or must otherwise be available for inspection by the department.
Specific Authority: 381.006, 381.0011, 514.021, F.S.
Laws Implemented: 514.075 F.S.
History: formerly 100-5.147
Contact Robert Pryor at (850) 414-2887 or SC 994-2887 if you have questions.
To: Eric Soroka, ~., City of Avertura
Date: 11/15/1999 lime: 4:20:50 PM
RE: E-Commerce Discussion Page 1 of 1
CITY OF AVENTURA
MEMORANDUM
FROM:
.Jeanette Carr
Councilwoman
Cib,l of North Miami
Patricia Aogers-lib~
Commissioner ~
November 15, 1999
TO:
DATE:
SUBJECT:
Aventura Commission Workshop: Discussion of Proposed E-Commerce Aesolu-
tion
As we briefly discussed at the Gold Coast league of Cities. I am inviting you to
attend the Aventura Cib,l Commission workshop scheduled for November 23"', to
discuss E-Commerce Issues, the FLClNLC position on E-Commerce, and the likely
affects on municipalities should Congress decide to permanently prohibit taxing
purchases via the Internet.
Ft the November 3'" Aventura Commission agenda included consideration of a
resolution supporting the NLC and FLC position on E-Commerce taxation. The
Commission voted to defer deliberation of this resolution to the November 23'"
workshop, as some Commissioners want additional background on the issue and
detoils on the ramifications of 0 permanent ban in Internet taxation, in terms of
home rule nor municipol revenues. At that time, I advised the Commission that I
would invite a representative from the FLC or NLC ITC Committee, who is more
knowledgeable about E-Commerce.
Therefore, I would appreciate your sharing your expertise and knowledge on E-
Commerce issues with the Aventura Commission at the November 513'" workshop.
Thank you.
c: Eric Soroka, Cit\' Manager
RESOLUTION NO.
A RESOLUTION OF THE CITY COMMISSION OF THE
CITY OF AVENTURA. FLORIDA, EXPRESSING
OPPOSITION TO THE INTERNET TAX FREEDOM ACT
AND ANY ENACTMENTS WHICH WOULD PRE-EMPT
LOCAL TAXES AND/OR FEES ON INTERNET
COMMERCE; AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, Congress is beginning to address the emerging global market place
which is being facilitated by the computer internet; and
WHEREAS, Congress will be addressing the "Internet Tax Freedom Act" which
act pre-empts only state and local taxes, not federal taxes; and
WHEREAS, Internet electronic commerce may not be required to collect and
remit sales tax for equitable allocation to local governments, even though local
merchants and retailers supply similar products and impose and collect local sales
taxes.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF AVENTURA, FLORIDA, THAT:
Section 1. No federal legislation be enacted whose effect would be to pre-
empt local and state taxes, which may assist in regulating internet commerce.
Section 2. Any federal legislation must create a level playing field between
local merchants with a physical presence and internet retailers in regards to fees,
regulations, and taxes collected and allocated to state and local governments.
Resolution No. 99-_
Page 2
Section 3. This Resolution shall become effective immediately upon its
adoption.
The foregoing Resolution was offered by Commissioner
, who moved
its adoption. The motion was seconded by Commissioner
, and upon being
put to a vote, the vote was as follows:
Commissioner Jay R. Beskin
Commissioner Ken Cohen
Commissioner Harry Holzberg
Commissioner Patricia Rogers-Libert
Commissioner Jeffrey M. Perlow
Vice Mayor Arthur Berger
Mayor Arthur I. Snyder
PASSED AND ADOPTED this 2nd day of November, 1999.
ARTHUR I. SNYDER, MAYOR
ATTEST:
TERESA M. SOROKA, CMC/AAE
CITY CLERK
APPROVED AS TO LEGAL SUFFICIENCY:
CITY ATTORNEY
From: 305935-2170 To: Eric Soroka. Mr_. City of Aventura
Oat.. 10114/1999 Time: 1152:56 AM
Page 1 of 4
CITY OF AVENTURA
MEMORANDUM
To:
Eric Soroka
CiIJ,l Manager
Patricia Rogers-libert
Commissioner
From:
Dote:
October 14, 1999
Subject:
E-Commerce Resolution
Attached please find an Issues Paper, discussing Electronic Commerce and the
Congressional Moratorium on Toxotion. The Florida and Miami-Dade Leagues of
Cities have passed resolutions in opposition to the sales tax moratorium.
I am requesting that a resolution similar to those of the fLC and DLC on the E-
Commerce toxotion issue be included on the November Agenda for Commission
consideration. Please include the background information in the agenda pock-
age.
Please shore with the Mayor & Commission.
Thank you.
Attachment
c: IWivor & Commission
From: 305 935-2170 To: Enc Soroka, Mr, CIty of Aventura
Dat~ 10114/1999 Time: 11.52:56AM
Page 2 of 4
4
Principles for Making Electronic Commerce Fair
and
Modernizing Sales Tax Systems for the 21" Century
Background
State and IocaIgovemments depend on the retail sales laX to pmvide ~ice,
lire, education, transportation, health, and enviromnental quality-to citizens and
businesses. The sales tax is the single largest source of state tax revenue ($147 billion in
1997) and is a critical component of thousaIIds of loc;aJ """""'" systems in 25 states.
From a filderalism pc..~ the existing sales laX system works well: citizens and the
officials citizens elect to deIMr state and locaJ services make the decisions about state and
loc;aJ sales tax reverwes.
.'
Internet c:ommerce is a huge, important. and fast-growing segment of the U.S. economy.
Business-to-business e1ec:tronic commerce, a significant portion of which is subject to sales
tax, is growing at an astonishing rate and is projected to reach S 1. 3 trillion by 2003 .
Business-to-consumer online retail sa1es ~ growing rapidly as well. By 2003, it is
estimated that six percent ofall U.S. retail doIIars-or S108 billion-wiD be spent ooIine
AI; the result of coon decisions and Congressional inaction, most Internet vendors and
other remote sellers currently are oot obligated to collect sales taxes from consumers. The
tax-tree status of these electronic commerce transactions violates the principles of tax
neutrality by taxing identical goods difreraJtly based solely on the location of the seIlc:r,
puts local merchants at a competitive disadvantage, and threatens the long-term viability
of the sales tax as a key source of state and local government revenue.
The gap between thoJe who use the Intemet aad those who don't is widening. According
to a rea:nt report of the U.S. Dc:pa.rtment ofCOlIIIllerCe, the Internet revolution is
bypassing the poor, mnorities, and those who live in inner cities or rural areas. Personal
computers are present in 80 percent ofbomes in which families make $75,000 a year or
more but in rewa- than 16 percent in which families make less than S20,000. Falling
computer prices have bad 110 impact on this udigital dividc," and the cbasm between the
Internet haves and have-nots is creating growing social divisions based on class and race.
The poor, wbo most often buy goods and services in cash from local merchants, are
unable to take advantage of the increased choic'".l, ~ompetitive prices, and convenieoce
that online shopping provides. Because they pay sales taxes on their purchases to local
retailers, the poor a1so pay more for some goods and services than high-income individuals
who can avoid the sales tax by shopping online
While there are approximately 7,400 jurisdictions that currently impose a sales tax, the
teclmology exists today to collect such taxes with a minimum of effon. Numerous
software companies have tax compliance systems that can accommodate the existing
diversity in our nation's state and local sales tax systems.
From: 305 935-2170 To: Eric Soroka, Mr, City of AventtKa
Dale 10114/1999 Timl!: 11:52:56 AM
The Future
The Advisory Commission on Electronic Commerce has the opportunity to address the
sales laX equity problem before the disparities between remote sellers and bricks-and-
mortar retaiIen pen1W1eIIdy distort the marketplace, forcing state and local governmentS
to raise taxes in other areas to oIfsc:t sales tax sbonfalls. SWe and local governments
strongly support technology advances and the opportunities offered by electronic
commerce. and urge the Advisory Commission on Electronic Commerce to endorse the
following principles and actions:
.'
Competitive Neutrality-All sales transactions should be treated equally, whether that
tranw:tion is done in person. on the telephone, by mail, or on the Internet. Remote sellers
shoukIoot be a "protected c:Iass" among retailers and should DOt ra:eive a business
advantage and preferential tax coUection h...4lbCll1 at the ~ oflocal nle! cbants. Any
benefit. advantage, or cost savings an individual or business receives from use of new
teclmology should be provided by the technology itself and priVllte enterprise, oot through
discrUninatory policies imposed by government. Tax &imess is important not only to
establish a level p/ayiIIg field aD1llIIll b""'- . but 11Io to promote IOCiII equity aDIOIIfl
the full range of American COIlSUlllelS and to preserve investments in conummitics.
Eqwadecl Daly to Colleet-UIing its authority UIICIer the CoIDllld ce Clause, Congress
should authorize Slates and local governments to require remote sellers without a physic;al
presence in the state to collect use taxes on goods and services sold into the state and
remit those taxes to the purcheser's state.
Feden1iIm- The federal system shou1d DOt be _"...-i by denying state and local
gmr"u.....-b the revenue tbcy need to serve citimns and ClUJ)' out important national
respousibiIities. No federal action should preempt the IIlthority of state and local
governments or their ability to determine their own tax policies.
Tu SimplifieatioD-Wbile the tecbnology exists today to administer even the most
complex sales laX systems easily and fairly, the COIIIJIlission should eocourage states and
local governments to continue their cooperative efforts to reduce the complexity and
compliance burdens posed by existing sales and use tax systems on remote sellers.
Through volwury programs, state and loaII govemmeots may wish to investigate aDd test
!pproaclIes that pcomote 8JClIler simplicity and uniformity in sales tax base definitions.
provide incentives for voluntary seller participation tbrough vendor collection credits and
other means, lIIId otherwise reduce the burdCJIS of tax collection.
Submitted to:
Submitted by
Advisory Commission on Electronic Commerce
Council of State Governments, International City/County
Management Association, National Association of Counties,
National Conference of State legislatures, National Governors'
Association, National League of Cities, U S Conference of
Mayors
September 9, 1999.
Date:
Pagl! 3of4
From: 305 935-2170 To: Eric Soroka, Mr., City of Aventura
Date 1011411999 Time: 11 :52:56 AN,
Page4of4
HLSOLlTlO'\ '\0. 99-5
A RISOLUTIO~ OF TIlE BOARD or DlIU:CTORS OF THE "1.."11_
DADE COUNTY LEAGL'E OF CITIES, L'\C. EXPIU:SSI'\t;
OPPOSITION TO THE l"ilTRi''ET T.-\oX FRHDO'I ,\CT .\'\D.\:'-,
ENACTMENTS WHICH WOULD PIU:.DfPT weAL TAXfS ,~_'D OR
fEES ON INTERt'llET Cm1MERCE.
\VHEREAS, Congress is beginni.ng to address the emergmg global markcl placc "hit;:h IS being
facilitated by the computer internet; and
\VHEREAS, Congress will be addressing the "'Internet Tax Freedom Ad"'which act preempb only
sl31e and local ta.,.., not federaltues; and
WHEREAS, Internet electronic commerce may not be required to collect and remit sales la, for
equitable allocation to local governments, e,'en though local merchants and retailers suppl\ similar products
and impose and col1ect local ~ales t.'lXe'i"
NOW, THEREFORE,
BE IT RESOL YED by the Board of Directors of the Miami-Dade C ounly League of Cities, Inc
that:
Section I. lbe foregoing is Inte and correct.
Section 2. No federal legl5lallon be enacled "'00se effect would be to pre-empl local and slat<
taxes. ",hich may assist in regulating internet commerce.
Section J.
Any federal legislation must create a l"el playmg field bel\\een local merchants with a
physical presence and internet retailers in regards to fees, regulations. and ta.xes collected and allocated to
sl31e and local governments.
APPROVED AND ADOPTED by the Board of Directors of the 'vliami-Dade Ceunt> League of
Cilies. Inc. at regular meeting ...elllbled this ~"'''day of S-=r fc .... ~<::.--- ,1999.
ATTEST: ~
RESOLUTlOl'i :'\0. 99-5
orl OF j.\ VE~rruRJ\
jv\Ej\I\OfU.\~Wj\1\
To: Eric Soroka
City Manager
From: Patricia Rogers-Li
Commissioner
Date:
Subject:
Miami-Dade League of Cities November Meeting
Attached please find information provided at the Miami-Dade League of Cities
(DLC) meeting held November 4"'. Items of particular note:
~ Committees: Mr. Gort asked for volunteers to serve on DLC Committees (see
item 8). The Countywide Transportation Task Force represents his top prior-
ity for this year. Additionally, the DLC is awaiting appointments from sev-
eral municipalities to the Millennium Committee (including Aventura).
~ Drainaae Issues (item 7B): Mayor Rebecca Sosa discussed the severe flood-
ing problems which West Miami and Sweetwater experienced during Hurri-
cane Irene. She asked that the DLC support changes to "Modified Water De-
liveries and Drainage System" proposed by the Corps of Engineers, South
Florida Water Management District (SFWMD) and Everglades, which will
drain or pump water out of low lying areas. SFWMD and Everglades repre-
sentatives advised that the County has established a task force to examine
the flood system and SFWMD performance during Hurricane Irene, and make
recommendations as appropriate. The DLC will request that a DLC represen-
tative be included on that task force.
~ Unified Tax orooosal on Communication Services: This proposal suggests that
certain state and local taxes and franchise fees be replaced by a single uni-
fied tax, administered by the state. Local government concerns include po-
tential usurpation by the state. Specifically, County representatives suggest
that local telephone and cable franchise fees and utility taxes could be di-
verted to state use when collapsed into a single, state collected, flat tax.
Miami-Dade County will meet with representatives of the Communications In-
dustry later in November, and will report back to the DLC in December.
Please share with the Mayor & Commission.
Thank you.
Attachments
c: Mayor & Commission
The Miami-Dade County League of Cities, Inc.
7480 Fairway Drive, Suite 206, Miami Lakes, Florida 33014
Phone: 305.557.1722 Fax: 305.821.5228
omCERS
President
HON WlFREDO (WILLY) GORT
Commissioner, Miami
FintVluPresideul
HON R-S. SHIVER
Vice Mayor, Florida City
Second Viet Praident
HON. REBECA saSA
Mayor,WestMiarni
ThirdVkePresldepl
HON MITCHELL KINZER
Commissioner, Surfside
Stcn:tary
HON CARMEN CALDWELL
Councilwoman, Hialeah
Treuurer
HON DANIEL S, T ANTLEFF
Vice Mayor. Sal Harbour
BOARD OF DIRECfORS
HON. PATRlClAROGERS-LIBERT
ViceMayor,Avtntul'8
HOK SY ROTH
Councilman, BalHarbour
HON. ROBERTH YAFFE
Vice Mayor, Bay Hubor Islands
HON JOSEPH LOMAZZO
Commissioner, Biscayne Park
HON. JAMES T. BARKER
Commissioner, Coral Gables
HON. AUDREY EDMONSON
Mllyor,EIPortal
HON ISREAL ANDREWS
Commissioner, Florida City
HON SARA CHIKOVSKY
Councilwoman, Golden Beach
HON. JULIO ROBAINA
Councilman, Hialeah
HON GlLDA CABRERA
Mayor, Hialeah Gardens
HON. STEVE SHIVER
Mayor,Homesl:ead
HON, LEONARD MILLER
Mayor, Indian Creek
HON. JOE I, RASCO
Mayor,KeyBiscayne
HON, JACK MORROW
Mayor,Medley
HON. JIMMY L. MORALES
Commissioner, Miami-Dade County
HON, BETSY KAPLAN
Board Member
Miami-Dade County School Board
HON, NEISEN a. KASDIN
Mayor, Miami Beach
HON. AL DAVIS
Councilman, Miami Shores
HON, YVONNE S, ORR
Vie.: Mayor, Miami Springs
HON. PHILIP SCHONBERGER
Commissioner, North Bay Village
HON FRANK WOLLAND
Mayor, North Miami
HON, JAYR, CHERNOFF
Councilman, North Miami Beach
HON, ALVIN MILLER
Mayor, O~-Locka
HON.C~ff BLANCK
Councilwoman, Pinecrest
HON MARY SCOTI RUSSELL
Commissioner, South Miami
HON, DAVID SAMSON
Mayor,SunnylslesBeach
HON. MELBA MANERO
Commissioner, Surfside
HON, PRISCA BARRETO
Councilwoman, SweetWater
HON FRED ~SPENCER~ DENO IV
Councilman, Virginia Gardens '
PAST PRESIDENTS
HON. JAMES T. BARKER
Commissioner, Coral OOles
HON, JOHN A. CAVALffR, JR
Mayor, Miami Springs
HON, JOHN KURZMAN
Vie.: Mayor, North Miami Beach
HON, RAUL L. MARTINEZ
Mayor, Hialeah
HON JEFFREY A. MlSHCON
Mayor, North Miami Beach
HON, ARTHUR SNYDER
Mayor,Aventura
[tecutiveDirtetor Emeritus
RUSS MARCl-NER
GeneralCounwl
HO"'[ ARD 8 LENARD
FINAL AGENDA
BOARD OF DIRECTORS MEETING
Thursdav, November 4,1999
6:00 P.M., Reception, 7:00 P.M., MeetinQ beQins
Renaissance Ballrooms at Gables Edge
5910 SW 8th Street, West Miami
Choice of London Broil or Grilled Dolphin. $25
Sponsor: Media One. Gary Resnick
1.
WELCOME: President Willy Gort, Miami City Commissioner
2.
INVOCATION: Vice President Rebeca Sosa, Mayor, West Miami
3.
PLEDGE OF ALLEGIANCE: John A. Cavalier, Jr., Immediate Past
President, and Mayor, Miami Springs
4.
INTRODUCTIONS: New Board Members: Bal Harbour Councilman Sy
Roth, South Miami Commissioner Mary Scott Russell; Virginia Gardens
Councilman Fred "Spencer" Deno, IV and Associate Members.
5.
CONSENT AGENDA:
A.
Approval of minutes of September 2 and October 7, 1999 meeting
(previously disseminated)
B.
Proposed budget Oct. 1, 1999-Sept. 30, 2000, Approved by
Executive Committee (attached)
C.
Presentation of bills (attached)
6.
Sponsor Presentation: Media One, Gary Resnick (10 Minutes)
7.
NEW BUSINESS:
A.
Appointment by President of County-Wide Transportation Task Force
(copy of DOT 1999-2007 Plan is available)
B.
Modified Water Deliveries and Drainage System, West Miami
resolution and letter. (R. Sosa) (attached)
Miami-Dade County League of Cities
FINAL AGENDA 11.04.99
Page 1 of2
C. South Florida Water Management District (Roman Gastesi)
1. Everglades National Park (Richard Ring, Superintendent)
2. County Emergency Management (Charles 'Lanza, Director) (Paul Blake)
D. Unified Tax Proposal on Communications Service (Mario Goedrich) (attached)
E. Census - Complete Count Committee (President) (attachment)
8. COMMITTEES (Please indicate at least one committee on which you will serve).
A. Legislative (President)
B. Beacon Council (Joe Rasco)
-Strategic Plan Committee (R. Marchner)
C. South Florida Regional Planning Council (John Kurzman/Frank Wolland)
D. Miami-Dade Film, Print and Broadcast Advisory Board (Dan Tantleff)
E. Gold Coast League of Cities (Patricia Rogers-Libert, Aventura Councilwoman,
and Vice Chair)
F. Transportation (See 7 A)
G. Census (See 7D)
H. Miami-Dade Expressway Authority (Alvin Miller)
9. COMMUNICATIONS: Thank you letter to League and Past President John Cavalier
Jr. for contribution to American Cancer Society. (attached)
10. ANNOUNCEMENTS:
A. Florida League's Legislative Conference Nov. 17-19, 1999 at Orlando Airport
Marriott. Call 800.342.8112.
B. South Florida Community-Urban Resources Partnership (R. Marchner,
Treasurer), will meet Nov. 3 in Davie and Nov. 30 In Clewiston.
C. Gold Coast League of Cities (P. Rogers -Libert), 7 p.m. Thursday, Nov. 11,
1999, Riverside Hotel, Ft. Lauderdale
D. Next Board Meeting, 7 p.m., Dec. 2, 1999, Biscayne Bay Marriott, 1633 Bayshore
Drive, Miami.
E. Annual Conference, National League of Cities, Nov. 30 - Dec. 5, 1999, Los
Angeles, CA. Call 888-200-8477 or 703-318-0300.
11. GOOD OF THE ORDER: List of Local Elected Officials Available
12. ADJOURNMENT:
Miami-Dade County League of Cities, FINAL AGENDA
11.04.99
Page 2 of2
MINUTES
BOARD OF DIRECTORS MEETING
Thursdav. September 2,1999
Miami Springs Country Club
WELCOME: President John Cavalier, Jr., Mia,ni Springs Mayor called the meeting to order at 7:03 p.m.
INVOCATION: was made by Jim Barker, Commissioner, Coral Gables & Past President, Miami-Dade County
League of Cities. PLEDGE OF ALLEGIANCE: was made by Carmen Caldwell, Councilwoman, Hialeah &
Treasurer, Miami-Dade County League of Cities.
INTRODUCTIONS were made including new board members, guests, and associate members. Not
represented were Aventura, Bay Harbor Islands, EI Portal, Florida City, Golden Beach, Hialeah Gardens,
Homestead, Indian Creek, Key Biscayne, Miami Beach, Pinecrest, South Miami, and Sunny Isles Beach.
CONSENT AGENDA: Motion to approve. Passed unanimously including: Approval of minutes of August 5,
1999 meeting, Financial Report August 1 - September 1, 1999, and Presentation of bills.
Sponsor Presentation: Browning Ferris Industries was made by Jean Marie Massa.
OLD BUSINESS
John Kurzman reported on the Proposed Florida Building Code Report. The code is still being discussed.
There has been no decision made. Many are working on the South Florida issues.
Rebeca Sosa reported on the Task force on Proposed County Tax Rate. Unincorporated Dade is not paying
its fair share and the Municipalities in Miami-Dade County are subsidizing the unincorporated areas. This'is
not fair and must stop.
Willy Gort reported on the Task force on County-Wide Transportation. This is a major issue that will not go
away. This is a good issue for the League to get behind and make a difference for the future.
NEW BUSINESS:
Motion was made by the Nominating Committee to elect Officers for 10/1/99 to 9/30/2000. The slate is as
follows: Miami City Commissioner Wifredo "Willy" Gort as President; Florida City Commissioner R.S. Shiver as
First Vice President, West Miami Mayor Rebeca Sosa as Second Vice President, Surfside Commissioner
Mitchell Kinzer as Third Vice President, Hialeah Councilwoman Carmen Caldwell as Secretary, and Bal
Harbour Vice Mayor Daniel S. Tantleff as Treasurer. Motion was unanimously approved.
Additional Homestead Exemption is an issue all municipalities must address. Deadline dates are upcoming.
Call the League office for more information.
New rules for the Cone of Silence was reported on. As predicted the power of the Ethics commission is
expanding rapidly.
.....
Carmen Caldwell reported on Informed Families & Red Ribbon Week
(1)
III
Rebeca Sosa request for individual resolutions for Community Education Day, Nov. 19, 1999. A sample
resolution was disseminated.
<(
II)
E
(1)
-
COMMUNICATIONS were acknowledged including: The Institute of Government at Florida International
University will host the Academy for Strategic Management, beginning on September 17. For more
information, contact Judith Cannon at 305-349-1252.
III
'0
ANNOUNCEMENTS were made including: Annual Miami-Dade League's Installation Dinner, (6 p.m. receptio C
and 7 p.m. meeting), Thursday, October 7, 1999, at Everglades Hotel, 244 Biscayne Blvd., Miami. (1)
<(
ADJOURNMENT at 8:28 p.m.
Miami-Dade County League of Cities
MINUTES 9.02.99 Page 1 of 1
MINUTES
BOARD OF DIRECTORS INSTAllATION MEETING
Thursdav. October 7.1999
Everglades Hotel, 244 Biscayne Blvd.
Russ Marchner Executive Director of the Miami-Dade County league of Cities called the meeting to order at
7:30 p.m. and introduced President John Cavalier
WELCOME was made by President John Cavalier, Jr., Miami Springs Mayor.
INVOCATION: was made by Father Jose Luis Menendez, Corpus Christi Catholic Church.
PLEDGE OF AllEGIANCE was made by Tammy, Lisa, Erika and Tatiana Gort.
National Anthem was sung by Rebeca Sosa, West Miami Mayor and 3rd Vice President of the Miami-Dade
County league of Cities.
President Cavalier made several acknowledgements and presented a plaque to Emilio Guerra, Councilman,
Virginia Gardens for his 16 years of service to the Miami-Dade County league of Cities.
President Cavalier and Ellen Roth, District Director U.S. Senator Bob Graham presented Flags flow over
the U.S. Capitol in Washington D.C. to each Board Member in appreciation for the past year's service
INTRODUCTIONS were made. Not represented were Golden Beach, Indian Creek, Miami-Dade County
School Board, Miami Beach and Miami Shores.
INSTALLATION OF BOARD was made by U.S. Southern District Judge Joan A. Lenard. Board includes:
Patricia Rogers-Libert, Vice Mayor of Aventura; Sy Roth, Councilman of Bal Harbour; Robert H. Yaffe, Vice
Mayor of Bay Harbor Islands; Joseph lomazzo, Commissioner of Biscayne Park; Jim Barker, Commissioner
of Coral Gables; Audrey Edmonson, Mayor of EI Portal; Isreal Andrews, Commissioner of Florida City; Sara
Chikovsky, Councilwoman of Golden Beach; Julio Robaina, Councilman of Hialeah; Gilda Cabrera, Mayor of
Hialeah Gardens; Steve Shiver, Mayor of Homestead; Leonard Miller, Mayor of Indian Creek; Joe Rasco,
Mayor of Key Biscayne; Jack Morrow, Mayor of Medley; Jimmy L. Morales, Commissioner of Miami-Dade
County; Betsy Kaplan, Board Member of the Miami-Dade County School Board; Neisen O. Kasdin, Mayor of
Miami Beach; AI Davis, Councilman of Miami Shores; Yvonne Orr, Vice Mayor of Miami Springs; Philip
Schonberger, Commissioner of North Bay Village; Frank Wolland, Mayor of North Miami; Jay Chernoff,
Councilman of North Miami Beach; Alvin Miller, Mayor of Opa locka; Cindie Blanck, Councilwoman of
Pinecrest; Mary Scott Russell, Commissioner of South Miami; David Samson, Mayor of Sunny Isles Beach;
Prisca Barreto, Councilwoman of Sweetwater; Fred "Spencer" Deno IV, Councilman of Virginia Gardens.
INSTALLATION OF OFFICERS was made by U.S. Southern District Judge Joan A. Lenard. Officers
include: Florida City Commissioner R.S. Shiver as First Vice President, West Miami Mayor Rebeca Sosa as N
Second Vice President, Surfside Commissioner Mitchell Kinzer as Third Vice President, Hialeah CIl
Councilwoman Carmen Caldwell as Secretary, Bal Harbour Vice Mayor Daniel S. Tantleff as Treasurer, and C1l
Miami Springs Mayor John Cavalier as Immediate Past President
<(
INSTALLATION OF PRESIDENT was made by U.S. Southern District Judge Joan A. Lenard. President is II)
Miami City Commissioner Wifredo "Willy" . President Gort accepted the position and made remarks regardin~ ::tl:
priorities for the coming year. ~
-
Meeting was adjourned.
C1l
'0
t::
CIl
<(
Miami-Dade County League of Cities
MINUTES 10.07.99 Page I of I
lne lVllaml-uaue ~o~n[y League or LHles, lnc.
7480 Farrway Dnye, SUite 206, Miami Lakes, Florida 33014
Phone: 305.557.1722 Fax: 305.821.5228 'S ~0
~
Pruidcftl
HON WIFREDO (WILLY) GORT
Commissioner, Miami
Fint Vicc Preside.at
HQ,N R.S. SHIVER
Vi~eMayor.F1orid&City
SffondVicePTellldcDI
HON. REBECA SOSA
Mayor, West Miami
Third Vice PresideDt
HO:-;, ~mCHELL KINZER
Commissioner,Surfside
Secl"ecary
HO~ CAR...\.fEN CALD\llELL
Councilwoman, Hialeah
Trusurer
HO~, DA..'fIEL S. TANTLEFF
Vi~c ~hyor, Sa! Hmour
BOARD OF DrRF.l.TORS
HO~ PATRICIA ROGERS-LIBERT
Vlcc~{ayor,AvcnlJ.lra
HO:-l 5Y ROTH
Couneilman, BLl HarbQur
HO:-;' ROBERTH. YAFFE
Vice M.ayor, Ba.y Harbor blands
HON JOSEPH LOMAZZO
Commissioner, BiK.ayne Park
HOl", JIM BARKER
Commissioner, Cor.U Gllbln
HON AUDREY EDMONSON
\iayor,EIPorul
HO:-l, (SREAL A.~REWS
Comminioncr, Florida City
HO:>! SARA CHIKOVSKY
Councilwoman, Gotdcn Beach
HO:-; JUUO ROBAINA
Councilman, Hialeah
HO:-.'. GaDA CABRERA
~layor,HiaJeahGardens
HOS STEVE SHIVER
Mayor,Homestud
HO?':. LEONARD Mll..LER
~layor, Indian Creek
HO~ JOE L RASCO
~layor,KeyBiscayne
HOS JACK MORROW
Ma:,or,Medley
HO~ HM.'\iY L MORALES
Commissioner, Miami-Dade COllnty
HO:".' BETSY KAPLAN
BOMdMember
~liami-Dade County School Board
HO\' NEISEN 0 KASDrN
Mayor, Miami Buch
HOS At DAVlS
CouneilmiUl,MiamiShores
HO)'.; YVONNE S ORR
Vice ~Iayor, Miami Springs
HOS PHILIP SCHONBERGER
Commissioner, North Bay Village
HO~ FRANK WOLLA..'ID
Mayor,NorthMiillTli
HO~ JAY R. CHERNOFF
Councilman, North Miami Beach
HO?': At \fIN MILLER
Mayor,Opa-Loeb
HO:-; CrnDlE BLA..'iCK
Councilwoman, Pineerest
HO\' AR.\{A.'IDQ OLIVEROS 1R
Commissioner, South Miami '
HOS. DAVID SAMSON
Mayor, Sunny Isles Beach
HON MELBA MA.'lERO
Commissioner,Surfside
HON. PRISCA BARRETO
Councilwoman, Sw<<twater
HOS EMll..IO GUERRA
CouncilmiUl, Virginia Gardens
PAST PR~SmF.l'l'TS
HON JA.\tES T. BARKER
Commissioner, Coni Gables
HON JOHN A. CAVALIER,1R.
Mayor, Miuni Springs
HO:-; JOHN KURZMA..~
Vice Mayor, North Miami Beach
HOS RAUL L. MARTINEZ
~layor,Hia]eah
HON JEFFREY A. MlSHCON
Mayor, North Miami Beach
HOI" J L. PLUMMER,1R.
Commissioner, Miami
HON ARTHUR SNYDER
Mayor. Aventun
EucumeDireclor
RUSS MARCH>lER
~lleralCounnl
HOWARD B. LENARD
ANNUAL REPORT, OCTOBER 1, 1998 - SEPTEMBER 30,1999
PROPOSED BUDGET FOR 1999-2000
Description Proposed Actual Proposed
Budget budget budget
1998-1999 1998-1999 1999-2000
REVENUE
2101 Dues 80,896.91 64,878.37 72,896.91
2102 Associate Dues 17,250.00 18,105.00 18,000.00
2103 Attorney Dues 4,295.00 6,047.50 6,000.00
2110 Other 28,000.00 25,795.00 26,000.00
2120 Bank Interest 150.00 35.72 100.00
2130 FLC Support 9,960.00 9,960.00 9,960.00,
2140 Sponsored Programs 23,418.31 27,950.00 34,000.00
TOTAL REVENUE 163,970.22 152,771.60 166,956.91
EXPENSES
3110 A wards and Memorials 800.00 1,665.80 1,500.00
3120 Convention exoenses 5,000.00 4,886.01 6,000.00
3130 Dinners and Meetinos 23,000.00 26,275.33 25,000.00
3140 Dues, Subscription & License 800.00 854.95 800.00
3141 Student Internship Program 9,000.00 8,072.00 9,000.00
3150 Administration 37,200.00 37,005.54 40,920.00
3161 Employee Benefits / Insurance 9,000.00 9,000.00 9,000.00
3170 Local Re~ional National Program 1,800.00 2,180.77 3,726.91
3180 Office Expenses 6,500.00 6,500.00 6,500.00
3190 Office Suoolies 2,500.00 2,212.00 2,500.00
3200 Reoroduction Costs 6,000.00 5,724.00 6,000.00
3210 Office Support 17,307.00 15,957.00 16,550.00
3220 PostaQe 3,500.00 3631.97 4,500.00
3230 Printin~ 1,000.00 305.41 1,500.00
3240 Leoal Retainer 21,550.00 21,600.00 23,760.00
3260 Publicity 500.00 247.00 500.00
3261 Contin~encY 3,000.00 314.31 1,500.00
3280 State LeQislatiye Program 4,000.00 1916.06 4,000.00
3290 Telephone 2,500.00 2149.92 2,500.00
3300 Miscellaneous 400.00 177.93 400.00
3310 Audit 800.00 1,150.00 800.00
TOTAL EXPENSES 156,157.00 151,826.00 166,956.91
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. The Miami-Dade County League of Cities, Inc.
7480 Fairway Drive, Suite 206, Miami Lakes, Florida 33014 C
Phone: 305.557.1722 Fax: 305.821.5228
Qf!'Km
President
HON. WlFREDO (WU.LY) GORT
Commissioner, Miami
Fint Vice Prellidenl
HON RS SHIVER
Vice Mayor, Florida City
5ecODd Vice Presideol
HON REBECA SOSA
Mayor, West Miami
Third Vice President
HON. MlTCl-lELL KINZER
Conunissioner,Suri'side
Secretary
HON. CARMEN CALDWELL
Councilwoman,Hialeah
Treasurer
HON DANIEL S, TANTLEFF
Vice Mayor, BaI Harbour
BOARD OF DIRECTORS
HON. PATRICIA ROGERS-LIBERT
Vice Mayor, AvenNra
HON. SY ROTH
Councilman, BaI Harbour
HON ROBERT H. YAFFE
Vice Mayor, Bay Harbor Islands
HON. JOSEPH LOMAZZO
Commissioner, Biscayne Park
HON. JAMES T. BARKER
Commissioner, Coral Gables
HON. AUDREY EDMONSON
Mayor,EIPona!
HON ISREAL ANDREWS
Commissioner, AoridaCity
HON. SARA CHIKOVSKY
Councilwoman, Golden Beach
HON. JULIO ROBAINA
Councilman, Hialeah
HON. GILDA CABRERA
Mayor, Hialeah Gardens
HON. STEVE SHIVER
Mayor, Homestead
HON, LEONARD MILLER
Mayor,lndianCreek
HON. JOE I. RASCO
MaYOT, Key Biscayne
HON JACK MORROW
Mayor,Medley
HON. JIMMY L. MORALES
Commissioner, Miarni-DadeCOLlnty
HON BETSY KAPLAN
Board Member
Miami-Dade County School Board
HON. NEISEN O. KASDrN
Mayor, MiarniBeach
HON. AL DAVIS
Councilman, Miami Shores
HON. YVONNES.ORR
Vice Mayor, Miami Springs
HON, PHILIP SCHONBERGER
Conunissioner, North Bay Village
HON FRANK WOLLAND
Mayor, North Miami
HON. JAY R. CHERNOFF
Councilman, North Miami Beach
HON ALVIN MILLER
Mayor, Opa-Locka
HON, CrNDIE BLANCK
Councilwoman,Pinecrest
HON. MARY SCOTT RUSSELL
Commissioner, South Miami
HON. DAVID SAMSON
MayoT,SunnylslesBeaclt
HON. MELBAMANERO
Commissioner,Surfside
HON PRlSCA BARRETO
COLlncilwoman, SweetWater
HON. FRED ~SPENCER" DENO IV
Councilman,Vll'giniaGardens '
PAST PREsmr.NTS
HON. JAMES T. BARKER
Commissioner, Coral Gables
HON. JOHN A. CAVALIER, JR.
Mayor, Miami Spring,
HON. JOHN KURZMAN
Vice Mayor, North Miami Beach
HON RAUL L. MARTINEZ
MaYOT,Hialeah
HON JEFFREY A. MISHCON
Mayor, North Miami Beach
HON. ARTHUR SNYDER
Mayor, Aventura
ElecutivrDirtelor Emeritus
RUSS MARCH!\'ER
General Counsel
HOWARDB LENARD
November 4, 1999
MIAMI-DADE COUNTY LEAGUE OF CITIES
BILLS FOR DIRECT PAYMENT
EXPENSE AMOUNT
Howard Lenard, General Counsel, November $1,800.00
Key Person Insurance, October 750.00
Office Staff 962.00
Postage by Phone 500.00
Daniel Miller, Intern 98.00
Reimbursement- Renaissance Ballroom Deposit 500.00
Pitney Bowes - Mailer 46.71
Government Information Service Research Books 376.48
Board of County Commissioners Agenda Subscription 91.00
Miami International Press Club Annual Dues 35.00
BellSouth, to 10/26 . 59.17
Monty's, Executive Comm. Luncheon, 10/28 168.87
Office Depot 107.83
Local Government, Inc., November 3,410.00
Expenses, Oct. 1 - Nov. 4, 1999 0
Office expense 541.67 0
Expense 375.00 0
Reproductions 598.20 0
Cell phone 200.00 0
Total Expenses, Oct. 1- Nov. 4, 1999 1,714.87 1,714.84
TOTAL $10,619.90
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CJlTY OF WEST MJlAMJl
RESOLUTION NUMBER 99-28
A RESOLUTION OF THE MA YOR AND CITY COMMISSION OF
THE CITY OF WEST MIAMI, FLORIDA, STRONGLY URGING
THE UNITED STATES CONGRESS, THE UNITED STATES
DEPARTMENT OF INTERIOR, THE ARMY CORPS OF
ENGINEERS, THE FLORIDA LEGISLATURE AND TH~ SOUTH
FLORIDA WATER MANAGEMENT DISTRICT TO
IMMEDIATELY IMPLEMENT THE 1989 CONGRESSIONAL ACT
INTRODUCED BY CONGRESSMAN DANTE FASCEL TO
PROVIDE FOR MODIFIED WATER DELIVERIES AND TO
INSTRUCT THE ARMY CORPS OF ENGINEERS TOAMEND IT'S
EXPERIMENTAL WATER DELIVERIES CRITERIA FOR A
LOWER GROUND WATER TABLE TO BE MAINTAINED BY THE
SOUTH FLORIDA WATER MANAGEMENT DISTRICTTOA VOID
FUTURE FLOODING.
WHEREAS, the City of West Miami and many other South Florida communities sufferedfrom severe
flooding as a result of the rainfall associated with Hurricane Irene, and
WHEREAS, it is understood this was an unusual rainfall event, which was aggravated by the lack of
adequate drainage systems and a high water table, and
WHEREAS, we recognize the importance of maintaining the delicate balance between groundwater and
saltwater and the need to restore the Everglades, and
WHEREAS, it has become obvious the South Florida Water Management District is being required to
maintain the water in the canals and underlying water table at unnecessarily high levels by the
Department of Interior, and lD
....
WHEREAS, the United States Congress in 1989 recommended, approved andfunded the Modified Watel ~
Delivery Project, which would have solved the problem of high canal levels, and Q)
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WHEREAS, the United States Department of Interior has essentially blocked this project so importan. ~
to providing flood protection for the urban and agricultural areas of South Florida, and 5i
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NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COMMISSION OF
THE CITY OF WEST MIAMI asfollows:
Section 1. We call upon the Army Corps of Engineers and the South Florida Water
Management District to immediately build the Modified Water Delivery Project.
Section 2. We call upon theArmy Corps of Engineers to amend it's experimental water
delivery criteria to allow for emergency procedures to be implemented by the South Florida Water
Management District during exceptional rainfall events in anticipation offlooding.
Section 3. We call upon South Florida Cities, Miami-Dade County, the South Florida
Water Management District, the State of Florida, the Army Corps of Engineers and the United
States Government to unify efforts to put an end to the urban and agricultural flooding in South
Florida.
Section 4. We urge the President of the United States, the United States Congress, the
Governor of Florida and the Florida State Legislature to investigate the failure to implement the
Modified Water Delivery Project over the past ten years, andto hold the Army Corps of Engineers
and the United States Department of Interior accountable for the out of proportion floodinK
experience with Hurricane Irene in South Florida.
PASSED AND ADOPTED this 26th day of October, 1999.
ATTEST:
Rebe Sosa
Mayor
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11.u3/99 15:18 FAX 2022255e20
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November 2, 1999
The Honorable Rebecca Sosa
Mayor
City of West Mlami
901 SW. 62"' Avenue
West Miami, FL 33144
Dear Re beeea:
Weare writing to express oW" support for resolution #99-28, which the City of West Miarr.i
adopted on October 26, 1999, regarding the water management of Central and South Florida Project
West Miami is qUIte correct in demanding that the Central and South FIond. Project be operated
at all times so as to provide llood protection from serious stonn events. You should be commended for
bringing to 6e attention of all governments the rigidity in C&SF operations which has resulted in an
inability or unwinin~ess to provide flood protections at the level required and expected by the United
State Congress, and the inappropriately hIgh groundwater levels thar have been maintained in Miami.
Dade County recently. We share the City's view that the Army CO'1'S of Englneers should amend its
Experimental water Deliveries Program criteria so to lower sroundwater levels to avoid future flooding.
We stron\ily support your request for investigations by the Florida Legislature and the United
States Congress regardmg the unconscionable delays in the Implementing of the Modified Water
Deliveries Program, directed by Congress in 1989 and the design for which was approved in the 1992
(rncluding the t100d protection aspects of the Project).
We also strongly support your request that the Experimental Water DelIvery Program
(authorized by ConifCss as an interim measure until Modified Water Deliveries waS being constructed)
be operated ",ith Sufflclent flexibility so that flood protections are not diminished and so that storm
events will be managed so as to avoid flooding. In fact, the Congressional approval of Experimental
Water Deliveries Program requires that private property be protected and that flood protections be
mamtained. It would be appropriate for the Florida Legislature and the Congress to investigate why and
how the implementation of Experimental Water Delivenes has violated these c:u-dinal directives.
There is no reason to sacrifice flood protection in order to protect the Everglades. We can and
must do both. People need not suffer, as they did during Hurricane Irene. A false trade-off between
people's rights and the environment has been produced by poor management; It is not an inherent trade-
off and we must ensure that projects are designed and implemented to achieve both goal..
We hope that other cities will join with West Miami in urging the necessary reviews, changes 10
operating criteria, and implementation of long-standing projects, so that the C&SF Project Will serve the
need f e public in flood protecnon, as well as protect our natural reSources.
Cordially,
Pi"lNT(O ON I'lIECYC\.ID ''''1'0
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Miami-Dade County
Unified Tax Proposal on Communications Services Presentation
7v
J. Unilied Tax orooosed bv the cornllJ,unications industry
A. Industry established ajoint work group comprised of industry and local governments (FLC and FAC)
in the spring to discuss the proposed tax.
B. Will replace the following state and local taxes and local franchise fees on communications services.
1. State sales and use tax
2. State gross receipts lax
3. Local public service tax (Municipal Utility Tax).
4. Local opTion sale; tax (local option surtax).
5. Local telephone and cable TV franchise fees
C. Current taxes to be replaced with a single unified tax administered at the state level by the Florida
Department of Revenue.
II. Monies from tbe unified tax would be divided among the state General Revenue Fund, the state Public
Education Capital Outlay Trust Fund (PECO), and city and county goverrunents with the state taking an
administrative fee for collection.
Ill. Industry claims that proposal will be revenue neutral and will hold local governments harmless.
IV. Locl\.l Government Concerns
1\. Tax Base
1. Proposal excludes Internet service revenues
2. Cable TV base reduced
3. Local government need to compare CU!Tent revenue streams vs. proposed.
B. Hold Harmless, Distribution - Most critical to local governments.
1. F AC argues that distribution must be based on a local government's full ta.x capacity
and include future grov.1h.
2. Industry has proposed a rollback to deal with areas that will see an increase in taxes.
3. Still no consensus on how to deal with local goveroment distribution.
4. Local governments should require in legislation that any rollback be at the diseretion
of local governments.
5. Require the estabiishment of a local oversight board to monitor DOR distribution
6. Distribution formula must equitably deal with the local option sale, tax and the 'I,
cent sales tax
C. Impact on Bonding
1. Local governments pledge teleconununications tax revenues.
2. Local governments need to determine the impact on bonded monies
D. Telephone and Cable TV Fraochise Fees
1. Industry wants to include franchise fees in tax
2. Rate not yet detellOined
3. Local go....ernments need to require that cable TV irikind services be preserved
(Public, Educational, Goverrunemal programming (PEG), services to schools;
libraries, capital contributions. etc.).
Draft Legislation circulated to lhe work group lasl week
1. A cursory review oflegislation reveals the following
a. ROW PellOit fees eliminated
b. Local zoning authority over ROW's affected
C. PEG and other in-klnd provisions eliminated (see
above 03)
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Kick-off luncheon for the Orlando-Orange County Complete Count Committee for Census 2000.
Complete Count Committees for
Census 2000
For every person missed in
Census 2000. your
communit>' will lose federal
funding each year for the
next 10 years. Can ~'ollr
city afford to lose out on
1'1illions of dollars in federal and state
funding until 2010') To make matters
\\-')[5e. your local gm/ernment is still
required to provide services-for
eXclmple. police and fire protection-
to those I,.vho do not anS\,l.,'er the
census.
T11€ Censlls Bureau is mandated
by th\? U.s, Constitution to take a
cenS1I3 every 10 years. State. local
and tril:>al governments can signifi-
cantly' enhance their local count by'
bringing local knowledge to the
process. The Complete Count
Committ~e is a cooperative effort
bet\veen ~lovernment5 and the Census
Bureau to incorporate local knowl-
edge. e:\putise. influence and
----------
b)' Di.tlc Siizid,
LcgiJ-!iltil't' .Adl'Ol.,lt/'
F!orirlil [eilgllt' (~rCitit'_\
r€:3ources to enhance ceI~5:JS charts in
data collection. recru:ting cmcl
promotional acti\'iti\?s
EstablIShed bc' the highest-elected
gOi:ernnient official. Complete Count
Committees are c0!11prised of ke\,:
influential communit'.,' leaders. -
including representatives from
9'J\ernment. education, media.
cUllmunit';! and religious organiza-
t~ons. and businesses, Th\:? com:"":lit-
tees are major \:ehicles for planning
and implementing local ta:'geted
eiiorts that \I..ill uniquel,; address the
sqecial characteristics of .:;our commu-
n:t';' and help p:'ocluce a i~1ore
Clccurate cerbU":" count th:'~)ugh
Ql.-'\LlTY CITIE5-DECC\IBER [99"
13
increased local av.'areness about
Census 2000 activities.
No\\' is the perfect time to get
stcwtecl on establishing your Complete
Count Committee p:-ogram if you
haven.t done so already. Identify
community leaders and gatekeepers
to serve as committee members;
develop a community-specific plan of
action for Census 2000: and take the
lead in communicating the impor~
tance of participating in the census.
Goals and Objectives
The overall goal for a Complete
Count Committee is a complete and
accurate censuS count. Some of the
pnmar,' objectives might include the
follo\l,:ing:
+- Increase the questionnaire mail
back response rate through a focused,
structured neighbor-to-neighbor
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+ Utilize the local expertise and
influence of each committee member
in implementing a census awareness
campaign targeted to your commu-
nity.
+ Bring together a group of
community members whose focus is
to partner with the Census Bureau in
promoting awareness and a complete
and accurate census through planned
community activities.
Advice and Support
Available
The Census 2000 Complete
Count Committee Handbook for
Local Governments provides
guidelines for the active involvement
of government officials in promoting
the census to residents of your
jurisdictions and your employees. The
Census Bureau has provided this
handbook to the highest-elected
official in approximately 39,000 locai
and tribai governments. The hand-
book describes many of the Census
Bureau's major projects, and provides
ideas about adding your iocai flavor
and expertise to the census operation
in your community.
In addition to the handbook,
Census Bureau government partner-
Many Census Jobs Available
Throughout Florida
The Census Bureau plans to recruit a minimum of 14,244 people in
the next six months to run current and upcoming operations in the
State of Florida.
Address listing is the first major Census 2000 preparatory operation
that will be visible to the generai public. Census workers armed with
clipboards, address lists and area maps will canvass every road and
street, one block at a time, looking for any place where people live or
could live. The mission: to buiid address lists in predominately rural,
remote parts of the state where dwellings do not have house-number
and street-name mail delivery.
The successful completion of field operations is crucial to an accurate
and complete census. The resuiting master address list will be used for
delivering Census 2000 questionnaires to rural and remote households.
It will also be used to follow up with those who did not respond. Pay
rates are competitive and mileage is reimbursed at a rate of 32.5 cents
per mile. For further information about Census 2000 job opportunities,
call toll-free at 1-(888) 325-7733 or visit the Census Bureau web site at
www.census.gov.
ship specialists are available through
the Census 2000 Partnership Pro-
gram to assist your Complete Count
Committee in getting organized and
are available to provide technical
assistance.
For more information on how
your community can form a
Complete Count Committee,
cal/ tol/Fee at 1-(888) 806-6385
tY
1001
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Why Choose The Huntington?
For over 132 years The Huntington has provided legendary customer service and unique product
offerings, becoming the sixth largest bank in Florida after introducing custodial and investment
management services to institutional and municipal markets last year.
-Over $28 billion in custodial assets
-Discretionary assets of $5 billion under investment management
-Sponsor of proprietary mutual funds, ranked in the top twenty
by the ABA Banking Journal
_ Administered by a team of experienced trust professionals
-Full-service Corporate Trust Division offering registrar, paying agent
and trustee services on over $10 billion in debt
To learn more about services to Municipalities and Pension Funds, contact
Mary Steimer-Rinaldi at (888) 743-8342,
1001
Huntmgton
Banks
WW'N.huntington.com
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FLORIDA LEAGUE OF CiTiES
14
11/02/1999 15:32
3058888485
JOHII A CAVAL rEF: .]F:
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'AMERICAN
:.J1 CANCER
~ SOClEl'Y"
<, />'-0 yv-5J ,/r>vlN-U0',
1-800.ACS-2345
www.c.ncer.arg
Octohr 11, 1999
Mayor John Cavalier, Jr.
City of Miami Springs
201 Westward Drive
Miami Springs, FL 33166
Dear Mayor Cavalier:
Thank you for designating $1,000 from the Dade County League of Cities to your
upcoming City of Miami Springs Making Strides Agairnt Cancer event. Your
contribution and support will be significant in making this event a GREA T success!
. The money we received from the contribution you made will enable us to further the
- efforts of the American Cancer Society and help win the battle against this universal
foe......cance'!-..
Once again, your ongoing support is greatly appreciated. Y':;;< ..;'c;,c;;rtair.!y ,z'Jt.x,', DI.' .",
our horizon!
Most Sincerely,
~
, Carol Russo
Unit Executive Director
NOI't1\ DadclMlilmi Beach UOlt
1190 N E IG',lrd ~I,l'rl'l. . ",I i t(', ,3()C, . N :,1\.))]11 nc~r.h .Hlfllh:n 102
,'!01.1 C!~:~~:~~ !\'.'~:::;::: ~ ~::::t;: ~:J'~ ~ ~:~:;:~.: P~:,:I.. F~',~~'!:: 3?1.~0.
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LOCAL GOVERNMENT OFFICIALS
Court.sv of THE MIAMI-DADE COUNTY LEAGUE OF CIT1ES.INC.
7480 FAIRWAY DR. SlJ/TE 206 MIAMI LAKES. FL 330/4 305.557. /722 FAX: 305.821.5228
,
RUSS MARCHNER
EXECUTIVE DIRECTOR
305.557.1722
HOWARD B. LENARD, ESQ.
GENERAL COUNSEL
305.948.2939
AVENTURA Population:21,OOO
2999 NE 191 STREET, STE. 500, 33180
phone: 466.8900
facsimile: 466.8939
NEXT ELECTION: March 2001
MEETINGS: 1st Tuesday
MANAGER: Eric M. Soroka
ATTORNEY: Weiss Serota et al
CLERK: Teresa M. Soroka, CMC
MAYOR: Arthur I. Snyder
VICE MAYOR: Patricia Rogers-Libert*
COMMISSION: Arthur Berger
Jay Beskin
Ken Cohen
Harry Holzberg
Jeffrey M. Perlow
BAL HARBOUR Population: 3,131
655 96TH STREET, 33154
phone: 305.866.4633
facsimile: 305.865.6575
NEXT ELECTION: Avril 2001
MEETINGS: 2nd Tuesday, 3:00 p.m.
MANAGER: Alfred Treppeda
ATTORNEY: Richard Jay Weiss
CLERK: Jeannette Horton
MAYOR: Andrew Hirschi
VICE MAYOR: Daniel S. Tantleff*
COUNCIL: James E. Boggess
Peg E. Gorson
Seymour (Sy) Roth*
BAY HARBOR ISLANDS Population: 4,676
9665 BAY HARBOR TERRACE, 33154
phone: 866.6241
facsimile: 866.4863
NEXT ELECTION: Avril 2000
MEETINGS: 2nd Monday, 7:00 p.m.
MANAGER: Linda Karlsson
ATTORNEY: Craig B. Sherman
CLERK: Sara Casal
MAYOR: Thomas E. Glick
VICE MAYOR: Robert H. Yafre *
COUNCIL: Steven M. Brown
Issac Salver
Jay Meiselman
Edward M. Tavlin
Linda Zilber
BISCAYNE PARK Population:3,041
640NE 114TH STREET, 33161
phone: 893.7490
facsimile: 891. 7241
NEXT ELECTION: December 1999
MEETINGS: 1st Tue, 7:00 p.m.
CLERK: Bealris Arguelles
ATTORNEY: Henry Ferro
MAYOR: Catherine Childress
VICE MAYOR: Benard Garnmie
COMMISSION: Thomas Conway
Joseph Frechette, Esq.
Joseph Lomazzo'
CORAL GABLES Population: 40,404
405 BILTMORE WAY, 33134
phone: 446.6800
facsimile: 460.5350
NEXT ELECTION: Avril 2000
MEETINGS: 2nd & 4th Tue., 9:00 a.m.
MANAGER: H. C. Eads, Jr. 460.5201
ATTORNEY: Elizabeth Hernandez 460.5218
CLERK: Virginia L. Paul 460.5207
MAYOR: Raul Valdes-Fauli
VICE MAYOR: Dorthy Thomson 460.5223
COMMISSION: Jim Barker 460.5222*
Wayne (Chip) Withers 477.0030
William Kerdyk, Jr.460.5326
EL PORTAL Population:2, 447
500 NE 87TH STREET, 33138-3517
phone: 751.2406
facsimile: 751.8629
NEXT ELECTION: December 1999
MEETINGS: 2nd Tuesday, 7:30 p.m.
ATTORNEY: Larry Metsch
CLERK: Regina Russell
MAYOR: Audrey Edmonson'
VICE MAYOR: Philippe Derose
COUNCIL: Daisy Black
Hugh Gladwin
Islande Salomon
. denotes board member
Miami-Dade County League of Cities
Local Officials List
page I of 6
FLORIDA CITY Population: 9,000
404 WEST PALM AVE, POB 3001, 33034
phone: 247.8221
facsimile: 242.8133
NEXT ELECTION: Januarv 2000
MEETINGS: 2nd & 4th Tue., 7:30 p.m.
ATTORNEY: Lloyd Marks 235.1358
CLERK: Elizabeth Sewell 242.8128
MAYOR: Otis T. Wallace 242.8128
VICE MAYOR: R.S. Shiver.
COMMISSION: Israel J. Andrews.
Eugene Berry
Tommy Dorsett
GOLDEN BEACH Population: 801
ONE GOLDEN BEACH DRIVE, 33160
phone: 932.0744
facsimile: 933.3825
NEXT ELECTION' Februarv 2001
MEETINGS: 3rd Tuesday, 7:30 p.m.
MANAGER: Rosemary Wascura
CLERK: Rosemary Wascurs ext.19
MAYOR: Michael Addicott, Esq.
VICE MAYOR: Al Paruas
COUNCIL: Sara Chikovsky'
Bernard Enstein, Esq.
Stanley J. Feinman
HIALEAH Population: 212,000
501 PALM AVENUE, 33011-0040
phone: 883.5820
facsimile: 883.5814
NFXT ELECTION: November 1999
MEETINGS: 2nd & 4th Tue., 7:00 p.m.
ATTORNEY: Bill Grodnick
CLERK: Daniel F. DeLoach
MAYOR: Raul L. Martinez F:883.5992
COUNCIL PRESIDENT Alex Morales
VICE PRESIDENT: Julio Robaina.
COUNCIL: Julio Ponce
Rene Garcia
Eduardo Gonzalez
Steve Bovo
Jose Pepe Yedra
HIALEAH GARDENS Population: 17,000
10001 NW 87TH AVENUE, 33016
phone: 558.4114
facsimile: 362.7155
NEXT ELECTION: March 2000
MEETINGS: 1st & 3rd Tuesday. 7:30 p.m.
ATTORNEY: Neil Flaxman 445.1388
CLERK: Charles Blazek
MAYOR: Gilda Cabrera ·
COUNCIL CHAIR: Luciano Garcia
VICE CHAIR: Miguel Haddad
COUNCIL: Juan Carlos Alvarez
Fatima Morejon
Lucy Valdes
HOMESTEAD FopulatlOn: "O,'JUO ,,~
HOMESTEAD BLVD., 33030
phone: 247.1801
facsimile: 246.3241
NEXT ELECTION: November 2001
MEETINGS: 1st & 3rd Mon., 7:00 p.m.
MANAGER: Charles W. Baldwin
ATTORNEY: Weiss Serota Helfman el al
CLERK: Sharon Ernst
MAYOR: Steve Shiver'
VICE MAYOR: Roscoe Warren
COUNCIL: Sean L. Fletcher
Eddie Berrones
Eliza D. Perry
Nicholas R. Sincore
Jeffrey D. Porter
.
INDIAN CREEK Population: 52
9080BA Y DRIVE, 33154
phone: 865.4121
facsimile: 865.2502
NEXT ELECTION: Februarv 2000
MEETINGS: First Thursday 9 a.m..
MANAGER: Leonard Matarese
ATTORNEY: Robert M. Brochin 579-0490
CLERK: Melisa Garciga
MAYOR: Leonard Miller'
VICE MAYOR: Carolyn Smathers
COUNCIL: Elliot Dinnerslein
Anne McDougal
Mary Ann Shula
ISLANDlA - INACTIVE
KEY BISCA YNE Population: 8,500
85 WEST MCINTYRE STREET 33149
phone: 365.5511
facsimile: 365.8936
NEXT ELECTION: Seatember 2000
MEETINGS: 2nd & 4th Tue., 7:00 p.m.
MANAGER: C. Samuel Kissinger 365.5507
ATTORNEY: Richard Jay Weiss 854-0800
CLERK: Conchita Alvarez 365.5506
MAYOR: Joe Rasco'
VICE MAYOR: Gregory C. Han
COUNCIL: Martha Fdez Leon Broucek
Alan H. Fein
Mortimer Fried
Robert Oldakowski
Scott Bass
* denotes board member
Miami-Dade County League of Cilies
Local Officials List
page 2 of 6
MIAMI Population: 359,076
3500 PAN AMERICAN DRIVE 33133
phone: 250.5360
facsimile: 250.5456
NEXT ELECTION' November 2001
MEETINGS: 2nd & 4th Thurs, 9:00 a.m.
MANAGER: Donald Warshaw 400.5043
A TIORNEY: Alejandro Vilarello416.1800;416.1804
CLERK: Walter Foeman 250.5360; 858.1610
MAYOR: Joe Carollo 250.5300; IX: 854-4001
CHAIRMAN: VACANT
VICE-CHAIR: Wifredo (Willy) Gort* 250.5430;250.5456
COMMISSION: Thomas Regalado 250.5420;856.5230
Joe Sanchez 250.5380; 250.5386
Arthur Teele, Jr. 250.5390; 250.5399
Johnny L. Winton 250.5333
MIAMI-DADE COUNTY Population:1,939,094
STEPHEN P. CLARK CTR, I \l NW 1ST ST, 33128
phone: 375.5311
facsimile: 375.5569 OR 4838
NEXT ELECTION: SeDtember 2000
MEETINGS: 1st & 3rd Tuesday
MANAGER: Merrett Stierheim
ATTORNEY: Robet! A. Ginsburg
CLERK: Harvey Ruvin, #210, 375.5126
MAYOR: Alex Penelas 375.5071;F375.3618
COMMISSIONERS: Jimmy Morales' 375.5680
Miguel Diaz de 1a Portilla 375.6002
Miriam Alonso 375.4860
Bruno Bareiro 375.5924
Barbara Carey 375.4393
Betty Ferguson 375.5694
Gwen Margolis 375.5128
Natacha Millan 375.4831
Javier Souto 375.4835
Pedro Reboredo 375.5696
Dennis Moss 375.4832
Katy Sorenson 375.5218
Dorrien Rolle 375.4833
MEDLEY Population: 707
7331 NW 74TH STREET 33166
phone: 887.9541
facsimile: 884.4827
NEXT ELECTION: ADril2000
MEETINGS: 1st Monday
ATTORNEY: Mel Wolfe, ext.#63
CLERK; Herlina Ortega, ext.#51
MAYOR: Jack Morrow.
VICE MAYOR: Carlos Benedetto
COUNCIL: Eugenio Advincula
Kiki Quin
Mary Tanner
MIAMI BEACH Population: 92,639
1700 CONVENTION CENTER DR 33139
phone: 673.7411
facsimile: 673.7074
NEXT ELECTION: November 9 1999
MEETINGS: 1st & 3rd Wed., 9:00 a.m.
MANAGER: Sergio Rodriguez
ATTORNEY: Murray Dubbin 673.7470
CLERK: Robert Parcher 673.7411
MAYOR: Neisen O. Kasdin*673.7030
COMMISSION: Simon Cruz
David Dermer
Susan F. Gottlieb
Nancy Liebman
Matti Bower
Jose Smith
MIAMI-DADE CO SCHOOL BRD Pop.: 1,937,094
1450 NE SECOND AVENUE, MIAMI 33132
phone: 995.1334
facsimile: 995.1360
NEXT ELECTION: November 2000
MONTHLY MEETINGS: Wedoesday I :00 p.m.
SUPERINTENDENT: Roger C. Cuevas
ATTORNEY: Phyllis O. Douglas
STUDENT ADVISOR: Monica V. Hunt
CHAIRMAN: Dr. Solomon C. Stinson
VICE CHAIR: Dr. Michael M. Krop
BOARD MEMBERS: G. Holmes Braddock
Perla Tabares-Hannnan
Dr. Robert B. Ingram
Betsy H. Kaplan.
Manty Sabates Morse
Demetrio Perez, Jr., M.S.
Dr. Marta Perez
MIAMI SHORES Population: 10,095
10050 NE 2ND AVENUE 33138
phone: 795.2207
facsimile: 756.8972
NEXT ELECTION: ADril2001
MEETINGS: 1st & 3rd Tuesday, 7:30 p.m.
MANAGER: Tom Benton
ATTORNEY: Richard Sarafan 374.6688
CLERK: Barbara Fugazzi, CMC
MAYOR: Mark Ulmer
VICE MAYOR: Bob Blum
COUNCIL: Al Davis'
Mary Ross Agosta
Stephen K. Loffredo
* denotes board member
Miami.Dade County League of Cities
Local Officials List
page 3 of 6
MIAMI SPRINGS Population: 13,343
201 WESTWARD DRIVE 33166
phone: 885.4581
facsimile: 885.0437
NEXT ELECTION: ADri/2001
MEETINGS: 2nd & 4th Mon., 7:00 p.m.
MANAGER: Frank R. Spence
ATTORNEY: Albert Weintraub 858.0220
CLERK: Magali Valls, CMC
MAYOR: John A. Cavalier, Jr. "
COUNCIL: Eric Elza
Helen Gannon
Yvonne Orr"
Richard L. Wheeler
NORTH MIAMI BEACH
17011 NE 19TH AVENUE 33162
phone: 947.7581
facsimile: 787.6036
NEXT ELECTION: Mav 2001
MEETINGS: 1st & 3rd Tuesday, 7:30 p.m. .
MANAGER: Gary Brown
ATTORNEY: Howard B. Lenard
948.2939; 787.6004 fax
Solomon Odenz
Jeff Mishcon "
Jay Chernoff"
Kenneth A. DeFillipo
John Kurzman
Jule Littman
Raymond F. Marin
Jacqueline Smith
PopuLation: )),.L. I U
CLERK:
MAYOR:
COUNCIL:
NORTH BAY VILLAGE Population:5,861
7903 EAST DRIVE 33141
phone: 756.7171
facsimile: 756.7722
NEXT ELECTION: November 2000
MEETINGS: 2nd & 4th Tues., 7:30 p.m.
MANAGER: Rafael G. Casals
ATTORNEY: Murray Dubbin 673.7470
CLERK: Meighan Pier, CMC/AAE
MAYOR: Ignacio R. Diaz
VICE MAYOR: Eric D. Is\coff
COMMISSION: Philip Schonherger"
William Stafford
Jay S. Manne
OPA-LOCKA Population: 16,000
777 SHARAZAD BLVD. 33054
phone: 688.4611
facsimile: 953.2834
NEXT ELECTION: November 2000
MEETINGS: 2nd & 4th Wed. 7:00 p.m..
MANAGER: Arlington Sands, Jr.
ATTORNEY: Cynthia Evern 953-2808
CLERK: Deborah S. Irby
MAYOR: Alvin Miller"
VICE MAYOR: Myra L. Taylor
COMMISSION: Mary E.Allen
Bobby Bradley
Derrick L. Taylor
NORTH MIAMI Population: 50,243
776 NE 125TH STREET 33161
phone: 893.6511
facsimile: 893.1367
NEXT ELECTION' Mav 2001
MEETINGS: 2nd & 4th Tue., 7:00 p.m.
MANAGER: Lee Feldman
ATTORNEY: John Dellagloria
CLERK: Simon H. Bloom Jr.
MAYOR: Frank Wolland"
COUNCIL: Jeannette L. Carr
Scott Galvin
Michael Blynn
Ossmann Desir
PINECREST Population: 19,700
11551 SOUTH DIXIE HIGHWAY 33156
phone: 234.2121
facsimile: 234.2131
NEXT ELECTION" October 2000
MEETINGS: 2nd Tuesday, 7 p.m.
ATTORNEY: Donald J. Doody
CLERK: Guido H. Inguanzo, Jr.
MANAGER: Peter G. Lombardi
MAYOR: Evelyn Greer
VICE MAYOR: Barry Blaxberg
COUNCIL: Cindie Blanck"
Robert Hingston
Leslie Bowe
* denotes board member
Miami-Dade County League of Cities
Local Officials List
page 4 of 6
:;OUTH MIAMI Populo/ion: 10,449
6130 SUNSET DRIVE 33143
phone: 663.6340
facsimile: 663.6348
NEXT ELECTION: Februarv 2000
MEETINGS: 1st & 3rd Tuesday, 7:30 p.m.
MANAGER: Charles O. Scurr 663.6338
ATTORNEY: Earl Gallop 854.5353
CLERK: Ronetta Taylor, CMC
MAYOR: Julio Robaina
VICE MAYOR: Mary Scott Russell'
COMMISSIONER: Horace G. Feliu
David D. Bethal
Ann Bass
SUNNY ISLES BEACH Popula/ion:I4,OOO
17070 COLLINS AVE, Ste. 250 33160
phone: 947.0606
facsimile: 947.4386
NEXT ELECTION: SeD/ember 2001
MEETINGS: 2nd and 4th Thur., 7:00 p.m.
MANAGER: Jack Neustadt
ATTORNEY: Lynn Dannheisser 354.2171
CLERK: Richard Brown-Morilla
MAYOR: David Samson'
VICE MAYOR: Irving Turetsky
COMMISSION: Daniel Iglesias
Lila Kauffinan'
Connie Morrow
SWEETWATER Populo/ion: 14,036
500 SW 109TH AVENUE 33174
phone: 221.0411
facsimile: 221.2541
NEXT ELECTION: Mav 2001
MEETINGS: 1st Monday, 8:00 p.m.
ATTORNEY: Ramon Irizarri
CLERK: Marie Schmidt
MAYOR: Jose L. Diaz
COUNCIL PRESIDENT & VICE MAYOR:
Manuel Marano
COUNCIL VICE PRES: Prisca Barreto'
COUNCIL: Manuel Duasso
Manuel Fernandez
Luis Rodriguez
Jesus Mesa
Arie! Abelairas
SURFSIDE Populo/ion: 4,270
9293 HARDING A VENUE 33154
phone: 861.4863
facsimile: 861.1302
NEXT ELECTION: March 2000
MEETINGS: 2nd Tuesday, 8:00 p.m.
MANAGER: Eduardo Rodriguez
ATTORNEY: Stephen Cypen 532.3200
CLERK: Jeff Smolansky
MAYOR: Paul D. Novack
VICE MAYOR: Alan Rubin
COMMISSION: Mitchell Kinzer'
Melba Manero'
Timothy Will
VIRGINIA GARDENS Population: 2,200
6498 NW 38TH TERRACE 33166
phone: 871.6104
facsimile: 871.1120
NEXT ELECTION: SeD/ember 2001
MEETINGS: 3rd Thursday, 7:30 p.m.
ATTORNEY: Jose Pepe Herrera
CLERK: Maritza Fernandez
MAYOR: Paul Bithorn
COUNCIL: Fred Spencer Deno IV ·
Rigoberto Diaz
Julio Fojon
John Nelson
Elizabeth Taylor Martinez
WEST MIAMI Populo/ion: 5.768
901 SW62NDAVENUE,33144
phone: 266.1122
facsimile: 261.9914
NEXT ELECTION: ADri/2001
MEETINGS: 1st & 3rd Wed., 7:30 p.m.
MANAGER: Yolanda Aguilar
ATTORNEY: Jose Villalobos, 860.1333
CLERK: Felix A. Diaz
MAYOR: Rebeca Sosa .
VICE MAYOR: Enrique Gonzalez
COUNCIL: Carlos Diaz Padron
Marco Rubio
Purita Martin
* denotes board member
Miami.Dade County League of Cities
Local Officials List
page 5 of 6
Florida League of Cities
Michael Sittig. Executive Director
P.O. Box 1757
Tallahassee, Florida 32302
850.222.9684 or 800.342.8112
FAX: 850.222.3806
FOR A CURRENT COPY OF THIS LEST.
SEND A SHF-ADDRESSED STAMPED
ENVELOPE TO:
Miami-Dade Countv Lea{1Ue of Cities lnc.
7480 Fairwav Dr # 206 Miami Lakes FL 330/4
Revised 1/14/99
STATEMENT OF PURPOSE
National League of Cities
Donald Bornt, Executive Director
1301 Pennsylvania Ave., N.W.
Washington D.C. 20004
202.626.3000
FAX: 202.626.3043
Gold Coast League of Cities
Eileen Cudney. Executive Director
115 South Andrews Avenue # 122
Fort Lauderdale, Florida 33301
954-357-7370, FAX: 954.357.5563
The Miami-Dade County League of Cities
was fonned in 1953 for the purpose of assisting its
members in cultivating and maintaining the most
proficient ways of administrating government for
the general welfare of the inhabitants and residents
of the area.
Througb publication and circulation of
infonnation and tecbnical knowledge, the
conducting of conferences and meetings, with the
interchange of ideas for problem solving,
assistance in securing beneficial legislation and
opposing injurious legislation, the League fulfills
its goals.
Members include municipalities, the
Miami-Dade County School Board and Miami-
Dade County.
The League also solicits non-voting
Associate Members, who, as such, may participate
in League activities. and receive monthly agendas,
minutes of meetings and bulletins.
The League's Board ofDirectors'
Meetings are held on the first Thursday of each
month at various locations througbout the Miami-
Dade County Area.
Broward County League of Cities
Eileen Cudney. Executive Director
115 South Andrews Avenue #122
Fort Lauderdale, Florida 33301
954.357.7370, FAX: 954.357.5563
Palm Beach County League of Cities
Jamie Titcomb, Executive Director
P.O. Box 1989
Governmental Center
West Palm Beach, Florida 33402
561.355.4484, FAX: 561.355.6545
C:\OFFICEIWPWINlWPDOCSI980FF-NE.DOC
* denotes board member
Miami-Dade County League of Cities
Local Officials List
page 6 of 6
To:
From:
Date:
Subject:
or, Of ).\ vE~rruRJ.\
J'/\EJ'I\ORf\~WN\
Eric Soroka
Ci ty Manager
November 1 ,1999
Gold Coast League of Cities November Meeting
Attached please Find inFormation provided at the Gold Coast League of Cities (GCLC)
meeting held November 11 th Items of particular note:
~ leaislative Priorities: Miami-Dade, Broward and Palm Beach Counties presented
their key issues for the 2000 Legislative Session. The GCLC voted to support those
legislative priorities not targeting a specific County or region, and to support in
principle the remaining priorities. The FLC Legislative ConFerence will be held No-
vember 18'" -19'" in Orlando. GCLC members suggested that the FLC needs to em-
phasize coordination among FLC members who also sit on NLC Steering
Committees. This Is particularly important For issues such as E-Commerce which
crosses committees, afFecting community & economic development. human re-
sources, and transportation as well as technology. Auss Marchner noted that there
is a FLC Lobbying Committee meeting scheduled November 17"'; he requested that
I attend the meeting to discuss the coordination issue.
~ E-Commerce: Councilman Kurzman noted there is a Boston College report analyzing
the effects of E-Commerce on "mainstreets," which GCLC staff will obtain and dis-
tribute. He also suggested possible state legislation which would impose an im-
port duty on items shipped into Florida From other states. It was noted that the
Florida Department of Aevenue may currently have the ability to require Florida
residents to pay sales tax on catalog orders From out of state, and has procedures
in place to audit catalog purchases. GCLC members agreed that most residents
and many cities do not understand the ramiFications of E-Commerce, and sug-
gested that a white paper be developed which outlines what happens to munici-
pal tax Funds with current Congressional proposals, the simpliFied tax, and other
scenarios.
~ Renaissance Weekend: Staff are planning this retreat For February 2000, and are
now putting together a package which can be sent to potential sponsors, speakers
and participants.
Please share with the Mayor & Commission.
Thank you.
Attachments
c: Mayor & Commission
Fro..... Brawird league of Cities To: Hen. Patricia Rogers.Ubert
Date: 1119199 Time: 4:57:04 PM
Page 2 0'2
Gold Coast League of Cities
NonCE AND AGENDA
Thursday, November 11, 19997:00 PM
Riverside Hotel Board Room
620 East Las Olas, Fort Lauderdale
Welcome by President Robert Marks
Introductions
Old Business
Discussion of Renaissance Weekend
PRESIDENT
Robert Martcs
Vice Mayor, Parkland
New Business
Approval of Joint Legislative Statement
VICE PRESIDENT
Patricia Rogers-Libert
Vice Choir, Aventuro
County Reports
Miami - Dade County League of Cities
Palm Beach County League of Cities
Broward County League of Cities
PAST PRESIDENT
Richanl Radclift"e
Deputy Mayor, GreenaCTes
Announcements
MEMBERS
Palm Beach County
League of Cities
Next Meeting - December 9, 1999 - Riverside Hotel
Comments
Browanl County
League of Cities
Adjournment
Miami-Dade County
League of Cities
EXECUTM DIRECTOR
Eileen K.W. Cooney
Broward league of Cities
Suite 122 GoYernmental Center
II S South Andrews AveRJe
Fort Lauderdale, Florida 33301
9S4.lS7.n70
9S4-lS7-SS6l(FAX)
954-161-2278 (Cell)
ecudney@)bellsouth.net
PLEASE RSVP ATTENDANCE TO 954-351-5563
The Miami-Dade County League of Cities, Inc.
7480 Fairway Drive, Suite 206, Miami Lakes, Florida 33014
Phone: 305.557.1722 Fax: 305.821.5228
=
President
HOS. \\IlFREDO (WlLLY}GORT
Comrnissioner,Miami
Finl Vice President
HON, R.S. SHIVER
Vice Mayor, Florida City
s<<ondVkePresidtnt
HON. REBECA SOSA
Mayor, West Miami
TbirdVicePresident
HON. MITCHELL Kr.\IZER
Comrnissioner,Surfside
s""".",
HON. CARMEN CALDWELL
Councilwoman, Hialeah
Treasurer
HON. DANIEL S TA1\TLEfF
Vice Mayor, Bal Harbour
BOARD OF DIRECTORS
HON. PATRlCIA ROGERSUBERT
ViceMayor,Avenlura
HON. SY ROTH
Councilman, BaI Harbour
HON. ROBERTH. YAFFE
Vice Mayor, Bay Haroor Islands
HON JOSEPH LOMAZZO
Commissioner, Biscayne Park
HON JAMES T. BARKER
Conunissioner, Coral Gables
HON, AUDREY EDMONSON
Mayor,ElPortal
HON. ISREAL M'DREWS
Commissioner, Florida City
HON. SARA CHIKOVSKY
Councilwoman, Golden Beach
HON, JULIO ROBAINA
Councilman, Hialeah
HON. GILDA CABRERA
Mayor, Hialeah Gardens
HON. STEVE SHlVER
Mayor, Homestead
HON. LEONARD MILLER
Mayor,lndianCreek
HON, JOE I. RASCO
Mayor, Key Biscayne
HON, JACK MORROW
Mayor,Medley
HON.JIMMY L MORALES
Commissioner, Miami-Dade County
HON. BETSY KAPLAN
Board Member
Miami-Dade County School Board
HON. NElSEN O. KASOIN
Mayor, Miami Beach
HON AL DAVIS
Councilman. Miami Shores
HON, YVONh'E S ORR
Vice Mayor, Miami Springs
HON, PHILIP SCHOh'BERGER
Commissioner, North Bay Village
HON, FRAJ..'K WOLLA1\TI
Mayor, North Miami
HON, JAY R. CHERNOFF
Councilman, North Miami Beach
HON. ALVIN MILLER
Mayor, Opa-Locka
HOK CINDIE BLANCK
Councilwoman.Pinecrest
HON. MARY SCOTT RUSSELL
Commissioner, South Jv[iami
HON. OA VID SAMSON
Mayor,SI.lOllylslesBeach
HON. MELBA MANERO
Commissioner, Surfside
HON. PRlSCA BARRETO
Councilwoman,Sweerwaler
HON, FRED "SPENCER" OENO, IV
Councilman, Virginia Gardens
PAST PRESIDENTS
HON, JAMES T. BARKER
Commissioner, Coral Gables
HOKJOJ-{N' A. CAVALIER,JR
Mayor, Miami Springs
HON. JOHN KURZMA.~
Vice Mayor, North Miami Beach
HON. RAUL L MARTIl\TEZ
Mayor,Hialeah
HON. JEFFREY A MISHCON
Mayor, North Miami Beach
HON,ARTHURSNYDER
Mayor,Aventura
Eucutive Dil'fl:tor Emeritus
RUSS MARCHNER
GflJeraICounsel
HOWARD B. LENARD
LEGISLATIVE PRIORITIES 2000
· Support the continued authority of counties and municipalities to manage
and determine compensation for the use of public rights-of-way. Support
the continued authority of counties and municipalities to impose and
utilize cable and telecommunication franchise fees. and tax revenues at
their discretion. Additionally, we oppose legislation that restricts or
weakens local governments' authority to manage their right-of-way.
· Community Residential Homes (FS 419.0010): AMEND the state laws
pertaining to Community Based Residential Facilities (CBRF's) to allow
local governments more flexibility to impose local zoning regulations
within residential districts.
· Allow municipal service fee to be charged to tax exempt property,
regarding public school property, the potential service fee, if any, to be
determined by and between local government and public schools which
provide educational or school services to the local population.
· Allow taxing authorities to receive property tax revenues from new
construction programs on a partial-year basis.
· Support funding of $110 million in the Miami-Dade's Public School
System, benefiting the County and municipalities.
· Support adequate funding for drainage improvements and flood protection
in Miami-Dade County implementing the 1989 Modified Water Delivery
Project approved by the President and U.S. Congress.
· Support amendment to Florida's Safety Belt Law to make drivers
responsible for everyone in a vehicle to properly use a seat belt.
· The Miami-Dade League of Cities will support the legislative priorities of
its members as well as of the Florida League of Cities and the Gold Coast
League of Cities.
LEGISLATIVE PRIORITIES 2000
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fO. Enc Soroka, r'/ll".. City of AventlJa~. 11i16/1999 TlIlIe.7.52.34RE fW Enc Please InClude as part of the GClC ,'w1emordlldurn & Repcrt ThanK 10~ ,-'age 1 ::/.:'
Nov 15 99 02:35p p.3
From: Btoward league ofc.s To: lion Patnoa Ragrrs-llbert
ual~ 1'115t'99 Tme'1'3"08~
P.q 1 of2
FACSIMILE COVER PAGE
Hon. Patricia Rogers-l.ibert
1111519931 1:01:14 PM
From:
Pages :
Broward League of ertles
2 ~ncluding eo......>
Tr:
Sent:
Subject :
In addition to lhe four items OIl whidl we all agree, I have added Everglades Restoration costs because I think we
can all support It,is item. As you know, the Federal Goverrvnenl is providing 50% of the ...-st, leaving
approximately $100 miDion per year for lhe slate. There is some effort to force So~ Florida residents to pick up
this cost. Since Ihe Everglades is a treasure for lhe entire slate, il seems reasonable to ask the residents
throtJ!Plool the state to share in paying for this reslOl atioo project, oot just S<dh Floridians.
If you have any questions or comments about any 01 these items, please conlllcl me as quickly as possible. I'U
address any concerns raised and then print a copy for aU of us to use in Orlando later this week.
Thanks. Eileen.
Nov 15 99 02:35p
To. Eric Soroka, Mr., City of Avenl.ura~_ 1111611999 Time: 7.52:34RE FIN Eric Please inciude as part of the GCLC Memorandum & Report ThaflK ~0U Page 2 of 3
p.'!
FI'Offt: BrowiIrI2 Leagllt afCil.ies To; HoI'I Pat1\(:i'Rooen-LtMn
PRESI DENT
II.Dbert I18r1cs
V"Ke Mayor. .....kkmd
VICE PRESIDENT
Potricia 1I.ogeno-~
Vice 0Iair. A'tenhlfo
PAST PRESIDENT
1tic......1I._
Dep"'T Mayor. Greeoocres
MEMIlEII.S
P..... _h County
League 01 Cities
II.--C_
League of Cities
Miami-Dade County
League 01 Cities
EXECUTIVE DIRKTOR
EHoon 'CW. CucIIoey
Broward leagUl! of Citie!O
Suire '22 GoverTmenul Cert:er
115 South Andrews A-nJe
Fort La.udercb.lo. Flot'icb )]lOl
951-)57-7)'10
9St-lS7.SS6l(FAX)
954-261-2278 (Cell)
cc~11UMJ:h.NK
Olte' 11/15199 Time: 1'3108 PM
Page2of2
Gold Coast League of Cities
Joint Legislative Statement
HOME RULE
The Gold Coast league of Cities strongly supports the Con-
stitutional and statutory provisions fur local government
home rule.
COMMUNICATIONS/SIMPUFIED TAXATION
The Gold Coast league of Cities supports the continued au-
thority of local governments to manage and determine com-
pensation for the use of public rights-of-way. The Gold
Coast league of Oties will closely monitor legislative propos-
als relating to revenue collections on communications indus-
tries to ensure that local governments are able to maintain
current levels of funding, including growth and bonding ca-
pabi6ties.
EDUCATION
The Gold Coast league of Cities supports legislative initia-
tives that will provide adequate funding, program flexibility,
and accountability, to reduce class size and to enable all stu-
dents to meet state competency standards.
TAX EQUnY
The Gold Coast league of Cities supports legislation that
would establish partial year assessments for the purpose of
levying ad valorem taxes.
FAIR FUNDING FOR EVERGLADES RESTORATION
The Gold Coast league of Cities supports legislation that
provides an equitable sharing of the cost of Everglades
Restoration between the State and South Ronda residents.
Nov 15 99 02:35p
To_ Ene Sowka, Mr.. Clt~ of A\tentura~ 11116/1999 Tlrfle_ 7S2_34RE Fv\1. E;lc r:',ease IOCIUde as part of the GCLC Memorandum 6. Rt:plJrt T~ank )8c.
10. 12 1'l'l'l 12:28:22 Vi. Fax
Jewis.. Jo.rul
November 11, 1999
-)
ratrie ia Hog."."Libe rage 1111 Of 1111
F.DrmIuAr
Kudos to Wexler -Shame on Shaw
~~---
J. lien fJI 1M us. "- or
~dIoone DIIr'-
Il11o ~ -....... ~ .... Ibt
1lIhor... ....-4_
Firsr to tilt ~ WI _vory PIOII4
of ~ Rollort WaIa: _
n'I"U!lIII a .... JIlIl'tIDll 01 him
- CGIonty .IId -u.m lInlwanI
CoIuIIJ __ IlII .......... .. .... II
the brjp,est \'OURI __ ju
~....., IIlI1 ~hb
-...._r1IIe_Iw......a
..- 01 _ JooIiciuy eo-_
_Iaot tile 1lepuIIUcu IltaDpl ID
......... ...a..... CIIlIaa lhIlII-.
Bu' III lilt JowIsIl .Iouma1, lhlft ia
an ...., __ Import., .sped 01
IloIIer1 _. liIio. He Is . SIl......
-" ---..........
cIllI Iooe lIlld I'oeliac ... .... _e 01
Jon.l n..., it io _ 0IUJII'IAlI III ..
IIIat lie led tile _In drtaIotiac
IIIe IeIIm: slpod 1Iy. bjpartJuD CI'OlIp
01__1110 __..... __
_I to _ s,eoa.lInaIo IIooIlIrt
lIIId"-,., '-Ior_Gepbardt
lDl~oI.........,......,._
Mo..... ....Ita. IlDdor _ II' ,1
1snoI_ po""- ,1.2 _..1Ile
Pa1ntiaIms _ _ IIlIlI _
PIG IlIllWllIL 'ftUo _ Friday .... bill
was fmal1y IlASIIIllllld It ~ lit In
-. of ProI-' ClJaI8D ...1IlI....
tare in tIle_1laIant.
This fundJrIc _ ClWIIIto lilt ClIlI.
lin1llll_fJllIle__oo
l~ to __ 10 Il1o IOCIIrily
or tilt IlIlIlod Stalet (liven _ .....
-- In_ ID . liable ___ _1Ile_to_.... .....bbcan
East). AD ~ _Ish _ estabIisIuamc.
IlIJlIIOI'lIld lD fImdIa&. lrlcludiJIIlbe To ~ Ilia dilemma. one has
CoIdererIce 01 PresiderIa 0IId AIPAC. 10 uadonland tilt IlliDd'oel of the
o..t, ftmp _ IIR.... ZOA..... ~iI:_ _ -.....up. It '" .
the "-ieaIlaFarA___. n.Uvlst, ..U.ro....p .Id. IOCld old
uetoOJ'PC*!lhelsraeJi~.i. "RoBt Taft It)'Je AmerlcahJsm.
tiatioe_.lasliDr_ RlCelldy JI WU boo. d.....l_ by
~1tJon _ IlIo be ...... to Ttmalu ~ ia 1M Now York
two other promilltllt South Florida TiIrles, He ~ to "'ToIIl DeLay &ad
Con&nasmeD wbo were _len ktY lis IHrI'Y band at rtebt...lnl nu...
allies in dn:r1Iotinc tile _ It _ __ CIIl!, IUloIiDc pri"".pIo lit world
CWllIpftlrMalttflllQ__ 1lII'o1n;., 'DuIr1b.. we ...... be',.
Nol_n I'II1DIIIacb Co-x to bnU Will> llet>abllcan in_isIS like
1rIIh the RepuIJIIraa .....Iblp on Ibia Dole ODd Gitlcricb _. Friedman
iJaue. lie wu a1y _ of In __"'tbllfo<tls.DeLoyIoCo.h.a..oo
llepublieoas lienlnc ....Iella'; $JlOcial IdtI1t ..penisi"" anyllUlR,.. 'l'be
_. to Allee Hastinc1 on AIl1<an GOP '" ...... led by poopIo wiIh DO
"-ri<8a ~ ". _.-.- __ fI _ ~I Amoriao is..
-. district_ __ _1lI~ - the -. _ as............... .. .
Dodt Cooa,., to -u.ern Po!III _ !ltabillllr,.
CoIuII)! Ha5tiap bos ~ been .- Clay Shnr II DO leader, aa4 qalnsl
10 the JewiIIl ..........utJ -' . _ tills ~ he could not brmc
or IIroel bimooIf to npport 1oroel and III por1-
nen ill 1M ....... .....- by 'lCnIn8
_tills -. hi tbetlltllllllalYliS. he
did .....ror IIIe aIlocaUon ....ich...-
W 311 10 100 "'lei; "'t he oer1.oIJI!y
.isoed hD cIwlce ro join reuow
IIepuIlIIcan 1lIat1l tlIIoy _Ilemoer...
- We.lor and Alcee Hulin,. in
~l bipu"... _hlp on
tills "'"-
ThIs aid II> 15l'lfl_ its peate port,
non ... crucial _ Clay Sho.. ....
Dol ill the Il'orII ranks or _p on
Ihis~ _ Thar.the_
Ilne. He" just not . leader for .....
""lItO.
Shame on Shaw
Clay ~ lIle ~ IletIulI1lcan.
.sp l' a di5tr1Ct dW JIIadoIn daM
II Alcet 1tastin!I5. -. the _,
IIDt! Il"om llIiomJ.Dode 10 Northern
Pa1m 8udL lie trieS to _11WnoeIf
.. . -, "'" ill roaIJty Isl*t III
the rlll>I,wiq RopotbllUa call1oI m
WIshincton.
c-.-_1I01ip__
..... Ibe IlmdInc at lite WIle R__
pl!1Itt! proc:esa, oimpIy beoIusolle dldn"
"This aid to Israel and its peace partners was crucial and Clay
Shaw was not in the from ranks of leadership on this importam
issue. That's the bottom line.
He'sjusr not a leader for our cause. "
~dge 3 o~ 3
p.2