TOWN OF SEWALL`S POINT

Transcription

TOWN OF SEWALL’S POINT
PAMELA MAC’KIE WALKER
Town Manager
TO:
Town of Sewall’s Point Commission
FROM:
Pamela Mac’Kie Walker, Town Manager
SUBJECT:
Agenda Item 3.a.
FEMA De-Obligation Resolution
Town Commission Meeting, January 27, 2015
Background: At the January 13, 2015 Commission Meeting Workshop the Commission reached
consensus to place the FEMA De-obligation Resolution on the January 27, 2015 Commission
Meeting for adoption. The Resolution is attached.
Recommendation: Staff recommends that the Commission adopt the FEMA De-Obligation
Resolution.
RESOLUTION NO. 801
URGING THE FEDERAL GOVERNMENT TO CLARIFY THE DEOBLIGATION PROCESS OF PREVIOUSLY APPROVED
DISASTER-RELIEF FUNDS
WHEREAS, the Robert T. Stafford Disaster Relief and Emergency Assistance Act (The Stafford
Act), establishes the statutory authority for most Federal disaster response activities especially
as they pertain to the Federal Emergency Management Agency (FEMA) and FEMA programs;
and
WHEREAS, the purpose of the Stafford Act is to provide continued and orderly assistance from
the Federal government to state and local governments to relieve hardship and damage that
result from disasters; and
WHEREAS, the Stafford Act authorizes FEMA to obligate funds to states and local governments
to help recover from natural disasters that cause widespread damage to homes, businesses
and critical infrastructure; and
WHEREAS, the ability of state and local communities to recover successfully from natural
disaster events is due in large part to its partnership with FEMA and the financial assistance that
it provides under the Stafford Act; and
WHEREAS, it is through this partnership that local governments seek FEMA’s approval to
develop recovery projects that include authorized costs to be reimbursed by FEMA once the
project is completed; and
WHEREAS, FEMA is seeking to de-obligate previously-approved recovery funds from local
governments whenever the Department of Homeland Security Office of Inspector General
decides that FEMA has erroneously obligated funds, regardless of whether the recipient has
already spent the funds in accordance with the grant’s requirements; and
WHEREAS, FEMA’s de-obligation of previously approved recovery funds weakens the intent of
the Stafford Act; and
WHEREAS, Congress enacted Section 705(c) of the Stafford Act, titled "Binding Nature of
Grant Requirements," to protect recipients of disaster assistance from these retroactive deobligations.
NOW, THEREFORE, BE IT RESOLVED, that the Town of Sewall’s Point, Florida urges the
Federal government to clarify the process whereby FEMA can declare that previously approved
funds distributed to local governments for disaster relief efforts are de-obligated so as to ensure
that the de-obligation process:
1. complies with Section 705(c) of the Stafford Act,
2. includes a reasonable time frame for municipalities to respond to information requests,
and
3. requires FEMA to make timely decisions on appeals filed by municipalities that face the
potential rescission of previously appropriated federal funds.
DULY ADOPTED at a regular meeting this 27th day of January, 2015
TOWN OF SEWALL’S POINT, FLORIDA
________________________________
Paul Luger, Mayor
ATTEST:
_____________________________
Lakisha Q. Burch, Town Clerk
_________________________________
Glen J. Torcivia, Town Attorney
Florida Bar No. 343374
Approved as to form and legal sufficiency
Town Manager
TO:
FROM:
SUBJECT:
Agenda Item 3.b.
FDOT Baffle Box Resolution
consensus to place the FDOT Baffle Box Resolution on the January 27, 2015 Commission
Meeting for adoption. The Resolution is attached.
Recommendation: Staff recommends that the Commission adopt the FDOT Baffle Box
Resolution.
RESOLUTION NO. 802
A RESOLUTION OF THE TOWN OF SEWALL’S POINT, MARTIN COUNTY,
FLORIDA, REQUESTING THE GOVERNOR OF THE STATE OF FLORIDA TO
TASK THE DEPARTMENT OF ECONOMIC OPPROTUNITY WITH PROVIDING
FUNDING TO THE FLORIDA DEPARTMENT OF TRANSPORTATION TO
ASSIST THE TOWN OF SEWALL’S POINT WITH MATCHING FUNDS TO
RETROFIT FDOT OUTFALLS IN THE TOWN OF SEWALL’S POINT WITH
MODERN BAFFLE BOX TECHNOLOGY TO HELP ALLEVIATE POLLUTION
FROM THE INDIAN RIVER LAGOON.
WHERAS, the Indian River Lagoon has lost approximately 47,000 acres of seagrass in
the last few years because of nutrient loading resulting in toxic algae blooms; and
WHEREAS, stormwater runoff has been one of the causes of nutrient loading of the waters
on the Indian River Lagooon; and
WHEREAS, the Florida Department of Transportation has numerous outfalls in the Indian
River Lagoon that are not equipped to remove pollutants with up to date baffle boxes, and FDOT
shares responsibility for maintaining Total Maximum Daily Loads (TMDL); and
WHEREAS, the economic impact of the Indian River Lagoon is calculated at over $4 billion
annually; and
NOW THEREFOR, BE IT RESOLVED BY THE TOWN OF SEWALL’S POINT,
FLORIDA, A FOLLOWS:
The Town Commission requests Florida Governor Scott to task the Department of
Economic Opportunity (DEO) with providing funding to the Florida Department of Transportation
(FDOT) to help the Town of Sewall’s Point with matching funds to retrofit FDOT outfalls with
modern baffle box technology to alleviate the pollution of this valuable Florida resource, the Indian
River Lagoon; and that he further instruct all agencies to streamline permitting processes so that
these important measure may be implemented with all due haste.
________________________________
Paul Luger, Mayor
ATTEST:
_____________________________
_________________________________
Town Manager
TO:
FROM:
SUBJECT:
Agenda Item 3.c.
Regatta Agreement for Bridge Closure
Background: The Stuart Sailfish Regatta will be held on May 15-17, 2015. The Stuart Sailfish
Regatta hydroplane boat race will revive the boat races that were previously held between
Sewall’s Point and Hutchinson Island in the past in the region. The regatta organizers have
requested closure of the Stuart Causeway during the event for a spectator viewing area. The
Stuart Sailfish Regatta will provide excellent recreational and spectator opportunities for the Town
of Sewall’s Point and generate a positive economic impact on area businesses and the
community.
If approved by the Commission, the Town will enter into a Special Event Agreement with Stuart
Sailfish Regatta, Inc., (a copy of which is attached hereto as exhibit “A”), and based on that
agreement the Town would support the closure of the Stuart Causeway for the Stuart Sailfish
Regatta from 7:00 p.m. on May 15 through 9:00 p.m. on May 17, 2015, and request that FDOT
allow the requested closure to facilitate the event.
Recommendation: Staff recommends that the Commission adopt the Regatta Resolution and
authorize Town Manager Walker to enter into a Special Event Agreement with Stuart Sailfish
Regatta, Inc.
RESOLUTION NO. 803
A RESOLUTION OF THE TOWN OF SEWALL’S POINT TOWN
COMMISSION
ADVISING
THE
FLORIDA
DEPARTMENT
OF
TRANSPORTATION THAT THE TOWN SUPPORTS THE CLOSURE OF THE
STUART CAUSEWAY DURING THE STUART SAILFISH REGATTA
WHEREAS, the Town Commission of the Town of Sewall’s Point recognizes and agrees with the need to
promote tourism based upon Martin County’s most sought resource, which is the Indian River Lagoon
and the waterways thereto attached; and
WHEREAS, the Stuart Sailfish Regatta hydroplane boat race will revive the boat races that were
previously held between Sewall’s Point and Hutchinson Island in the past in the region. The regatta
organizers have requested closure of the Stuart Causeway during the event for a spectator viewing
area; and
WHEREAS, Florida’s economy depends on its multi-billion dollar tourism industry, which has resulted
in millions of visitors coming to the State of Florida, which generates billions of dollars in taxable sales
for the residents of Florida and each county therein; and
WHEREAS, the Stuart Sailfish Regatta will provide excellent recreational and spectator opportunities
for the Town of Sewall’s Point and Martin County visitors and residents as well as generate a positive
economic impact on area businesses and the community; and
THEREFORE, be it resolve, that the Town Commission of the Town of Sewall’s Point advises the
Florida Department of Transportation (FDOT) that it has entered into a special event agreement with
Stuart Sailfish Regatta, Inc., ( a copy of which is attached hereto as exhibit “A”), and based on that
agreement the Town support the closure of the Stuart Causeway for the Stuart Sailfish Regatta from
7:00 p.m. on May 15 through 9:00 p.m. on May 17, 2015, and request that FDOT allow closure
requested to facilitate the event.
Section 1. The whereas clauses incorporated herein as true and correct.
Section 2. This Resolution shall take effect immediately upon adoption.
DULY ADOPTED at a regular meeting this 27th day of January 2015.
___________________________________
Paul Luger, Mayor
ATTEST:
______________________________
(TOWN SEAL)
___________________________________
EXHIBIT A TO
RESOLUTION 803
SPECIAL EVENT AGREEMENT
This Special Event Agreement (“Agreement”) is made and entered into as of this 24th day
of February, 2015 by and between the TOWN OF SEWALL’S POINT (“Town”), a Florida
Municipal Corporation, with a principal place of business at One South Sewall’s Point Road,
Sewall’s Point, FL, 34996 and STUART SAILFISH REGATTA, INC. (“Promoter”), a Florida
Non-Profit Corporation, with a principal place of business at 555 Northeast Ocean Boulevard,
Stuart, FL 34996.
WHEREAS, Promoter desires to hold the Stuart Sailfish Regatta (“Event”) from May 15
through May 17, 2015 in the unincorporated area of Martin County, Florida, and adjacent to the
Town, which may impact public property and rights of way of the Town: and
WHEREAS,
on
January
27,
2015,
the
Town
Commission
adopted
Resolution 803 (“Resolution”) approving the closure of the Stuart causeway for support of the
Event: and
WHEREAS, Promoter desires to work with Town to ensure the Event is planned in
cooperation with the Town, so as to cause minimal disruption to the Town’s residents relating to
traffic, parking, noise, waste, security and other matters affecting the health, safety and welfare of
Town residents, as provided in this Agreement; and
WHEREAS, Promoter represents and warrants to the Town that it has the personnel,
resources and experience to provide the services specified herein.
NOW THEREFORE, in consideration of the provisions contained in this Agreement, and
other good and valuable consideration, the parties agree as follows:
Incorporation of Recitals
1
The foregoing recitals are true and correct and by this reference are fully incorporated into this
Agreement.
Event Review
Between January 1, 2014 and February 1, 2014, Promoter shall attend a Town Commission
meeting to outline to the Town Commission the overall plans for the event including, traffic plan,
emergency evacuation plan, parking, security, and cleanup.
Resident Notification
Promoter agrees to mail to each household located within the Town boundaries a postcard or letter,
approved by the Town Manager, no later than April 3, 2015. The postcard or letter shall provide
the dates and time of the events and such other information as Promoter deems appropriate,
including the closure of the Ernest Lyons Bridge. The Town Manager shall review the postcard or
letter and respond to the Promoter within five (5) business days of receipt from the Promoter. The
Town Manager’s failure to respond to Promoter with his approval or request for modification on
or before said date will be deemed Town Manager approval of same. Promoter shall mail said
postcard or letter to the last known address of record by the Martin County Property Appraiser and
Promoter shall provide the Town an affidavit confirming such mailing has taken place.
Security
a. Promoter shall pay the Town for overtime costs of Town police providing additional security
for areas of the Town affected by the Event up to a maximum of $1,900.00. The Town shall provide
Promoter with an invoice, for overtime costs, within a reasonable time after the conclusion of the
Event, and Promoter shall make payment of said invoice made within ten (10) business days of
the date on the Town’s invoice, to the Town Manager’s office.
b. Promoter shall provide private security to the Indialucie subdivision at its two entranceways on
North River Road and North Sewall’s Point Road from May 15-17, 2015 between the hours of 8
a.m. and 5 p.m. each day.
Bridge Opening/Closing
2
Promoter shall be making application to the Florida Department of Transportation (FDOT) to close
the Ernest Lyons Bridge from 7:00 P.M. May 15, 2015 through 9:00 P.M. May 17, 2015, and shall
notify the Town once FDOT responds to such request. The Town agrees to cooperate to the extent
requested by either the Promoter or FDOT to confer its support of the closure of the bridge as set
forth in Resolution 803.
Traffic, Parking & Evacuation Control Plan
Prior to January 7, 2015, Promoter shall provide the Town Manager with a comprehensive Traffic,
Parking, and Evacuation Control plan that: 1) addresses how Promoter will install physical
boundaries (e.g. tape, ‘No Parking’ signs, etc.) within the Town’s jurisdiction, to prevent unlawful
parking during the Event; 2) specifies how many ‘No Parking’ signs will be provided to the Town;
and, 3) addresses evacuation concerns due to the temporary but significant increase in population
caused by the Event.
Waste Disposal/Cleanup
a. Promoter shall remove all Event-related waste and debris located in the Town within fortyeight (48) hours of the conclusion of the Event.
b. Should Promoter fail to fully fulfill its responsibilities in subparagraph a above,
Promoter
shall pay the Town for any costs incurred in the removal of out-of-the-ordinary waste and debris
found on or after May 20, 2015, which the Town, in its reasonable discretion and based on the
location of the waste and debris, has reason to believe is associated with the Event, up to a
maximum of $1,000.00. Promoter shall make said payment within ten (10) business days of the
date on the Town’s detailed invoice, to the Town Manager’s office.
Insurance
Promoter shall name Town as an additional insured on its Event insurance policies, including, but
not limited to, its general liability insurance policy for Event.
Relationship of Parties
3
Nothing in this Agreement shall create any relationship between the parties hereto other than that
of Town and Promoter, and it is acknowledged and agreed that the Town does not in any way or
for any purpose become a partner of the Promoter in the conduct of its business, or a joint venturer
or a member of a joint or common enterprise with the Organization.
Disclaimer
Under no circumstances is the Town responsible for any of the contents, actions, or services
associated with the Promoter or its activities and programs.
Waiver
No delay or omission of the exercise of any right of the Town or any waiver of any breach or
violation of the Promoter by the Town under this Agreement shall be construed as a continuing
waiver of consent to any subsequent breach or violation.
Entire Agreement
This Agreement shall constitute the entire agreement between the parties. Any prior understanding
or representation of any kind preceding the date of this Agreement shall not be binding upon either
party except to the extent incorporated in this Agreement.
Modification of Agreement
Any modification of this Agreement shall be binding only if evidenced in writing signed by the
Promoter and approved by the Town.
Assignments; Binding Effect
This Agreement shall not be assigned by Promoter unless prior written approval is granted by the
Town.
Severability
Any provision or part of this Agreement held to be void or unenforceable under any law or
regulation shall be deemed stricken and all remaining provisions shall continue to be valid and
binding upon the Town and Promoter, who agree that the Agreement shall be reformed to replace
4
such stricken provision or part thereof with a valid and enforceable provision that comes as close
as possible to expressing the intention of the stricken provision.
Applicable Law and Forum Selection
This Agreement shall be governed by and construed in accordance with the laws of the State of
Florida. In the event of any legal action under this Agreement, venue shall be in Martin County,
Florida.
Waiver of Right to Jury Trial
ORGANIZATION AND TOWN HEREBY WAIVE ANY RIGHT TO A TRIAL BY JURY
SHOULD ANY ACTION BE FILED.
Time of the Essence
It is specifically declared that time is of the essence in all provisions of this Agreement.
IN WITNESS WHEREOF, the parties hereto, intending to be legally bound hereby, have
executed this Agreement as of the date first above written.
STUART SAILFISH REGATTA, INC.
_________________________
_________________________
Signature
Signature
_________________________
_________________________
Print Name
Print Name
_________________________
_________________________
Title
Title
5
Town Manager
TO:
FROM:
SUBJECT:
Agenda Item 3.d.
Building Permit Fees
consensus regarding the increase in building permit fees and to set the method of valuation.
Attached is the Resolution to adopted the new permit fee and set the method of valuation.
Recommendation: Staff recommends that the Commission adopt the Building Permit Fees
Resolution.
RESOLUTION NO. 804
A RESOLUTION OF THE TOWN OF SEWALL’S POINT,
FLORIDA, ADOPTING AN AMENDED BUILDING PERMIT FEE
SCHEDULE; PROVIDING FOR AN EFFECTIVE DATE
WHEREAS, the Town of Sewall’s Point, Florida is a duly constituted municipality having such
power and authority conferred upon it by the Florida Constitution and Chapter 166, Florida
Statutes; and
WHEREAS, the Town Commission has previously adopted by Resolution, as required by Chapter
50 of the Town Code, a building permit fee schedule; and
WHEREAS, Town staff has recommended to the Town Commission that the building permit fee
schedule be amended to be effective March 15, 2015; and
WHEREAS, a copy of the proposed building permit fee schedule is attached hereto as Exhibit
“A”; and
WHEREAS, Town staff has further recommended that the Town Commission approve the
building permit fee schedule attached hereto as Exhibit “A” to be effective March 15, 2015; and
WHEREAS, in accordance with Section 50-105 of the Town Code the Commission shall
designate the method of valuation as follows: the higher of actual contract price or the
International Code Council (ICC) manual building valuation data plus an appropriate multiplier
reflecting the market and building complexities; and
NOW THEREFORE, BE IT RESOLVED by the Town of Sewall’s Point, Florida that:
Section 1.
The forgoing WHERAS clauses are hereby incorporated herein as true and
correct and are hereby made a specific part of this Resolution.
Section 2.
The building permit fee schedule attached hereto as Exhibit “A” and incorporated
herein, is hereby adopted by the Town Commission commencing om March 15, 2015 and
effective until amended by a Resolution of the Town Commission.
Section 3.
This Resolution shall become effective March 15, 2015.
________________________________
Paul Luger, Mayor
ATTEST:
_____________________________
_________________________________
EXHIBIT “A”
TOWN OF SEWALL’S POINT BUILDING PERMIT FEES
EFFECTIVE MARCH 15, 2015
Single Family Residence (SFR) or Guesthouse
2% of Construction Value
Substantial Improvement (greater than $200,000) to SFR
Addition or Remodel (less than $200,000) to SFR
Commercial Tennant Improvement (T.I.)
Plan Submittal for >200K
$350
Plan Submittal for <200K
$175
Plan Submittal for <100K
$100
Plan Submittal for Tennant Improvement
$175
Plan Review
Included in permit fee
Trade Permit fees
Included in permit fee
Road Impact Assessment (All Permits)
0.4% of Construction Value (min $20.00)
Revisions to SFR permits (non department request)
$50.00 per page
Re-stamp SFR plans
$100.00
Re-inspection fee
$100.00 (double after first re-inspection)
Dept. of Business & Professional Regulation
1.5% of permit fee, minimum $2.00
Building Code Admin. & Inspectors Board
1.5% of permit fee, minimum $2.00
Technology Fee
0.04% of Construction Value (min $5.00)
ACCESSORY PERMITS: (ALL PLUS Road, DBPR & BCAIB fees)
Alarm
$150.00
Awning
$150.00
Boatlift
$150.00
Concrete Deck
$300.00
Demolition
$300.00
Dock
$150.00
Driveway (Paver)
$150.00
Electrical
$150.00
Electric Sign w/base
$300.00
Fence
$150.00
Gas Tank w/line
$300.00
Generator w/slab
$300.00
HARV change-out
$150.00
Irrigation
$300.00
Jacuzzi/spa (portable)
$300.00
Misc. Structure
$150.00 per inspection
Pilings
$150.00
Re-Roof (Tile)
$600.00
Re-Roof
$600.00
Retaining Wall (concrete/masonry)
$450.00
Retaining Wall (wood)
$300.00
Rip Rap
$150.00
Screen Enclosure (existing slab)
$150.00
Seawall
$450.00
Shutters
$150.00
Siding
$150.00
Sign (non electric)
$150.00
Swimming Pool (with deck)
$900.00
Tennis Court
$300.00
Temporary Structure
$450.00 ($150.00 per inspection)
Wall (masonry)
$450.00
Window/Door Replacement
$300.00
Wood Deck
$300.00
For permit types not listed, fees are based on $150.00 per inspection. The number of inspections required will be
determined during the plan review process. Combinations of permit types i.e. Dock w/electric will be assessed both
permit fees.
Town Manager
TO:
FROM:
SUBJECT:
Agenda Item 3.e.
Budget Amendments for Annual Workplan Projects
Background: At the November 18, 2014 Commission Organization Meeting the Commission
discussed and reached consensus for the annual workplan and associated budget. The budget
amendments are for the following tasks:
1.
2.
3.
4.
5.
6.
Stormwater System: additional pipe in Quail Run project5 ($1,500)
Street Paving: thermoplastic striping of South Sewall’s Point Rd. ($40,000)
Street Lights: upgrade or replace street lights ($75,000)
Bridges &Seawalls: replace Simara Street Bridge sealant ($10,000)
Landscaping: Plant replacement Town Hall/A1A; tree clearance of ROW ($36,000)
Parks: Improvements to pocket parks ($15,000)
Attached is a Resolution to amend the Town Budget to reflect the Commission’s Direction
regarding these changes.
Recommendation: Staff recommends that the Commission adopt the Budget Amendment
Resolution.
RESOLUTION NO. 805
FLORIDA,
AUTHORIZING
A
PROPOSED
BUDGET
AMENDMENT; PROVIDING FOR AN EFFECTIVE DATE
WHEREAS, the Town of Sewall’s Point, Florida, on January 27, 2015, held a Regular Meeting of
the Town Commission as required by Florida Statutes 166.241; and
WHEREAS,
follows:
•
•
•
•
•
the Town of Sewall’s Point, Florida, desires to authorize a budget amendment as
appropriate $1,500 to account 541.675,
appropriate $36,000 to account 519.46a, and
add account 54.690 Street Lights to budget and appropriate $75,000 to the account
from Reserves;
1. The Budget Amendment described in the recitals above be and hereby is authorized.
2. The Resolution will take effect immediately upon its adoption.
Time adopted: ___________P.M.
________________________________
Paul Luger, Mayor
ATTEST:
_____________________________
__________________________________
Town Manager
TO:
FROM:
SUBJECT:
Agenda Item 3.f.
CIP Adoption
Background: At the November 18, 2014 Commission Organizational Meeting the Commission
discussed and reached consensus for the five-year capital improvement plan. The attached
Resolution reflects the direction of the Commission.
Recommendation: Staff recommends that the Commission adopt the CIP Resolution.
RESOLUTION NO. 806
FLORIDA, ADOPTING A CAPITAL IMPROVEMENT PROGRAM
(CIP); PROVIDING FOR AN EFFECTIVE DATE
WHEREAS, the Town of Sewall’s Point, Florida, on January 27, 2015, held a Regular Meeting of
the Town Commission; and
WHEREAS, the Town of Sewall’s Point, Florida, desires to adopt a CIP as attached as Exhibit
“A”
1. The above described recitals are hereby adopted.
2. The Resolution will take effect immediately upon its adoption.
________________________________
Paul Luger, Mayor
ATTEST:
_____________________________
_________________________________
CAPITAL IMPROVEMENT PLAN
2015
2016
2017
2018
2019
Storm Water System
Street Paving
Street Lights & Signs
Bridges & Seawalls
Park Improvements
Landscaping
Pedway
Town Hall
Vehicles
Annual Expenditures
$175,500
$90,000
$75,000
$10,000
$20,000
$36,000
$0
$5,000
$0
$72,500
$60,000
$10,000
$25,000
$30,000
$10,000
$0
$15,000
$0
$97,500
$60,000
$10,000
$25,000
$5,000
$10,000
$25,000
$20,000
$90,000
$72,500
$60,000
$10,000
$25,000
$5,000
$10,000
$85,000
$15,000
$25,000
$35,000
$60,000
$0
$25,000
$5,000
$10,000
$0
$10,000
$60,000
$411,500
$222,500
$342,500
$307,500
$205,000
5- yr Total
$453,000
$330,000
$105,000
$110,000
$65,000
$76,000
$110,000
$65,000
$175,000
$1,489,000
SEWALL’S POINT POLICE DEPARTMENT
INTEROFFICE MEMORANDUM
DATE:
JANUARY 23, 2015
TO:
PAMELA WALKER, TOWN MANAGER
CC:
N/A
FROM:
TINA M. CIECHANOWSKI, CHIEF OF POLICE
RE:
TREASURE COAST MARATHON MARCH 1ST, 2015
Frank Fender, a long-time resident of Sewall’s Point and member of the “Breakfast
Club, a local running group,” hosted a new running race in our area last year entitled
the “Marathon of the Treasure Coast.” The race was very successful and this year the
race is scheduled for March 1st. The races include a full marathon (26.2 miles), a half
marathon (13.1 miles) and a full marathon relay. Several other Sewall’s Point residents
are involved in the planning and execution of this event.
I have reviewed the proposed race maps provided by Mr. Fender for the race.
The runners, regardless of which of the three races they are entered in, will begin at
6:00 a.m. and go south on Indian River Drive/N. Sewall’s Point Road and turn right
(west) onto the A-1-A sidewalk to go over the Evans Crary Bridge. The distance from
Indian Riverside Park to the intersection is approximately 1.7 miles. As such, most of
the runners and walkers should clear our intersection in approximately 30 minutes.
The races then continue into the City of Stuart. When the runners return to Sewall’s
Point, the half marathon runners are proposed to travel North on N. River Road,
around Fieldway, and they exit the subdivision via Indialucie Pkwy, exiting onto N.
Sewall’s Point Road to continue north to Indian Riverside Park. The full marathon
runners will go south on South Sewall’s Point Road to Miramar, where they travel
west to S. River Road. They traverse S. River Road to High Point and then exit the
Town by running north on S. Sewall’s Point Road until they reach SR A1A. Here
they go east, onto Hutchinson Island.
Based upon the experience last year, it is recommended that North Sewall’s Point
Road be restricted to “local traffic only” on the southbound lane from 6:00 a.m. until
9:00 a.m. No other roads in Sewall’s Point will be restricted or closed during this
One South Sewall’s Point Road
Sewall’s Point, FL 34996
Telephone: 772-781-3378 Facsimile: 772-286-7669
INTEROFFICE MEMORANDUM:
2
event. All residents and their guests residing on or off of N. Sewall’s Point Road will
have full access to and from their homes.
Mr. Fender has already provided the Town with a certificate of insurance naming
the Town as additional insured. The benefactors of these races will be local charities.
The Marathon of the Treasure Coast will be responsible for paying an off-duty
officers to direct traffic in locations determined to be necessary by the Police
Department and race organizers. They will have volunteers along the course in
Sewall’s Point to provide direction and keep runners on the sides of the roads. They
have agreed that all areas of the town roads that have been utilized will be policed after
the event to clean up any trash that may have been dropped during the race.
This is a healthy form of entertainment for the community both as runners and
supporters. It should not significantly impact our residents. The race is of relatively
short duration and will be over by early afternoon within the Town. Expenses
incurred by the Town in the form of policing shall be paid by the Marathon of the
Treasure Coast. Any clean-up that may be necessary will be done by the race
officials/volunteers.
It is my recommendation that the Town of Sewall’s Point support Mr. Fender and
the Marathon of the Treasure Coast in this endeavor.
2
Route Plan – Marathon of the Treasure Coast 2015
Marathon of the Treasure Coast 2015
March 1, 2015
Route Plan
The Marathon of the Treasure Coast 2015 has designed and permitted a route for a
Half (13.1-mile) and Full (26.2-mile) marathon through Martin County to support
500-1000 athletes. The Full Marathon route is a certified Boston Qualifying route.
The intention is to incorporate and highlight Downtown Stuart, Jensen Beach,
Sewall’s Point, and Hutchinson Island. Last year’s event had a similar design and
was well-received by the community. In fact, a detailed demographic survey was
conducted following last year’s event with a 25% respondent rate. The report from
that study is available at http://bit.ly/TCMsurvey2014.
This document contains detail on traffic flow, safety, and positioning of traffic control
and safety officers at critical intersections along the route.
In general, based on experience from last year’s event, we believe we have
implemented several new aspects to this route plan that will ensure an even
smoother and safer race day experience. Most notably, we have requested an
increase in contracted patrol support, from 11 last year, to 18 local Traffic Control
Officers (TCO) to manage traffic flow at critical intersections.
Specifically, we have modified the route to prevent any runner from crossing the
major intersection of Ocean Blvd and Sewall’s Point Road. To do this, we are
diverting Half Marathon runners away from South Sewall’s Point entirely, and into
the North Sewall’s Point neighborhood of India Lucie. We are also routing Full
Marathon runners counter-clockwise around Hutchinson Island and further reducing
the number of runners on North Sewall’s Point Road. Additionally, we are
proposing a 3-hour block of time, from 6am to 9am on Sunday morning,
March 1, to restrict the southbound lane of North Sewall’s Point Road to
local-traffic only. The Northbound lane will not be impacted. This is a lowtraffic time of day and we are implementing measures to make it more efficient for
officers to identify local residents who might need access during these early hours of
Sunday morning.
This year we are also proposing a route through the Krueger Creek neighborhood in
Stuart, and proposing a 2-hour block of time, from 6:45am to 8:45am on
Sunday morning to leave that road open to local traffic only, on 300-feet of
Hibiscus Street from Oceola Street to Ocean Blvd.
We believe these modifications will have limited impact to the residents, yet increase
safety for the event and community overall.
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22 Jan 2015 Route
Across all impacted municipalities, we have requested contracted support of 18
local Traffic Control Officers (TCO) to manage traffic flow at critical intersections
along the route, including the two areas open to local-traffic-only as follows:
Martin County - http://bit.ly/TCMmcso2015
TCO1 - Intersection of Elaine St. and Indian Riverside Dr. (1 hour) 5:30-6:30 am
- Intersection of A1A and McArthur Blvd (3.5 hours) 8:00-11:30 am
TCO2 - Palmer Road turning right to N Sewall’s Point Rd. (2 hours) 5:30-7:15 pm
- Finish Crossing Indian Riverside Drive at Palmer to IRSP (3.5 hours) 7:15-10:30 am
TCO4 - Intersection of S. Ocean Blvd. and St. Lucie Blvd (4.5 hours) 6:00-10:30 am
TCO11 - Crosswalk at Jensen Beach Beach Hotel and A1A (4.5 hours) 8:00 am-12:30 pm
TCO13 - Crosswalk at Jensen Beach Beach Hotel and A1A (4.5 hours) 8:00 am-12:30 pm
TC014 - Indian Riverside Dr. (Farmer’s Market) (4.5 hours) 8:30 am-1:00 pm
TC015 - Palmer Street (Eastbound Lane, Local-Only), Position at Dixie (4.5 hours) 5:30-9:00 am
TC016 - Indian Riverside (Southbound Lane Local-Traffic-Only), at Bailey (4.5 hours) 5:30-9:00am
Sewall’s Point - http://bit.ly/TCMsewallsTCO2015
TCO3 - Intersection of Sewall’s Point Road and SE Ocean Blvd (6.5 hours) 6:00am-12:30 pm
TCO12 - Intersection of Miramar Rd and S Sewall’s Point Road (3 hours) 7:00-10:00 pm
TCO17 - Sewall’s Point and Ocean, backup officer assistance as needed (6.5 hours) 6:00am-12:30pm
Stuart - http://bit.ly/TCMstuartTCO2015
TCO5 - Intersection of Flagler & St. Lucie in front of Green Market (2.5 hours) 6:00-8:30 am
TCO6 - Roundabout at Colorado Avenue and Osceola Street (2.5 hours) 6:00-8:30 am
TCO7 - Intersection of SE Ocean Blvd and Hibiscus Ave, crossing Ocean (3 hours) 6:30-9:30 am
TCO8 - Intersection of SE Ocean Blvd and Martin Avenue, North side - Half (3 hours) 6:30-9:30 am
TCO9 - Intersection of SE Ocean Blvd and Martin Avenue, South side - Full (3 hours) 6:30-9:30 am
TCO10 - Intersection of SE Ocean Blvd and SE Monterey Road (3 hours) 6:45-9:45 am
TCO18 - Hibiscus Road (Local Traffic Only Closure), Position at SE Osceola (3 hours) 6:30-9:30 am
A trained lead bicycle will provide additional directional support as a lead runner
escort. In addition, the TCCA (Treasure Coast Cycling Association) will be
supporting the entire route with route trained cyclists for the duration of both races.
We anticipate the fastest runner will complete the 26.2-mile route in roughly three
hours. When all runners pass each part of the route, those sections will be cleared
of all race materials immediately. Regardless, the course will close to runners
entirely at seven hours (1pm) as a sweeper vehicle picks any runners not
anticipated to finish within the seven hour window.
Satellite imagery of the marathon route is available on MapMyRun.com at the links
provided below the diagrams in the next two overview sections of this document.
For questions of concerns with any part of this document, please contact:
Frank Fender
Race Director
www.treasurecoastmarathon.com
email: [email protected]
telephone: 561-923-7447
mobile/text: 772-486-3946
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1. FULL MARATHON OVERVIEW MAP
From a high level, the Full Marathon Boston-Qualifying route starts at 6:00am at
Indian RiverSide Park and heads west through Rio on to Dixie Highway and turns
left on Palmer St. and then right (south) on Indian River Drive, then turns west
towards downtown Stuart. On the way up it curves through Snug Harbor, and on
the way back incorporates the community of Kruger Creek and all of South Sewall’s
Point before turning east towards Hutchinson Island over Ernest Lyons Bridge and
then making a complete counter-clockwise loop of Hutchinson Island to the Jensen
Beach causeway back to IRSP. This document contains detail on traffic flow,
safety, and positioning of officers at critical intersections along the route.
Route Map - Full Marathon Marathon of the Treasure Coast 2015
Plan –
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bit.ly/TCMfullRoute2015
22 Jan 2015 Route
2. HALF MARATHON OVERVIEW MAP
The Half Marathon route starts at 6:00am at Indian RiverSide Park and heads west
through Rio on to Dixie Highway and turns left on Palmer St. and then right (south)
on Indian River Drive, then turns west towards downtown Stuart. On the way up it
curves through Snug Harbor, and on the way back does a small loop through North
Sewall’s Point (India Lucie) before turning back to Indian Riverside Park on North
Sewall’s Point Road. The half marathon does not travel through South Sewall’s
Point at all. This document contains detail on traffic flow, safety, and positioning of
officers at critical intersections along the route.
Route Map - Half Marathon - bit.ly/TCMhalfRoute2015
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3. START / FINISH LINE – INDIAN RIVERSIDE PARK
The start and finish of both the half marathon and the full marathon will be within
Indian Riverside Park. Both races start simultaneously. The runners will be starting
in the parking lot of Indian Riverside Park, exiting the property, and heading North
through the sailing center, across Indian River Drive and into the Rio neighborhood.
We are requesting the southbound lane of traffic on Indian Riverside drive be closed
for the beginning of the race (approximately 3 hours as runners make their way to
the corner of Ocean Blvd. and South Sewall’s Point Rd. Traffic Control Officer
Requirements:
TCO1 - Elaine St. and Indian Riverside Dr. (1 hour) 5:30-6:30 am
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4. Mile 1- Rio Neighborhood
Upon leaving the sailing center and crossing Indian Riverside Drive to Elaine Street,
runners will proceed on Dixie Highway under the Stuart-Rio arch and proceed back
down onto Indian Riverside Drive via Palmer Road. We are requesting that Palmer
be open to local traffic only. Traffic Control Officer Requirements:
TCO2 - Palmer Road at N Sewall’s Point Rd. (2 hours) 5:30-7:15 pm
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5. Mile 3 - N Sewall’s Point Road to E Ocean Blvd
After turning right at Palmer Street and N. Sewall’s Point Road, runners will proceed
southbound on N. Sewall’s Point Road to E. Ocean Blvd. While we did not close this
lane of traffic last year, however, given the larger number of runners, limited
sidewalk space, and a request to provide wheelchair cyclists access to this event, we
are proposing a 3-hour block of time, from 6am to 9am on Sunday morning,
March 1, to restrict the southbound lane of North Sewall’s Point Road to
local-traffic only. The Northbound lane will not be impacted. This is a lowtraffic time of day and we are implementing measures to make it more efficient for
officers to identify local residents who might need access during these early hours of
Sunday morning. Traffic Control Officer Requirements:
TCO2 - Palmer Road at N Sewall’s Point Rd. (2 hours) 5:30-7:15 pm
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5. Snug Harbor overview
Both the Full and Half Marathon runners go west over the Bridge, then turn right on
the SE St. Lucie Blvd into Snug Harbor. St. Lucie Blvd exits Snug Harbor with a
right turn onto Ocean.
A Race Official Volunteer will direct runners at the right
turn onto SE Ocean Blvd. Runners proceed west about 1 mile then turn right onto
Palm Beach Rd and through the traffic circle then west onto Osceola Street.
Runners returning from downtown will be on the South side of Ocean Drive running
with traffic all the way over the bridge and into Sewall's Point.
CHART LEGEND
A-green arrow (full and half) runners heading into snug harbor via SE St. Lucie Blvd
from SE Ocean Blvd and then out again via Martin Ave back onto SE Ocean Blvd
B-red arrow heading east on SE Ocean Blvd (full and half) runners heading from
downtown
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6. Snug Harbor Entrance
Runners (full and half) head into Snug Harbor via SE St. Lucie Blvd from SE Ocean
Blvd. Two official race volunteer will be positioned on opposite sides of this
intersection to direct runners and alert traffic to runners crossing Old St. Lucie Blvd
and onto the bridge.
Traffic Control Officer #3 needed for 2 hours at intersection of S.
Ocean Blvd. and St. Lucie Blvd. 6:30- 8:30 am
Plan –
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7. Snug Harbor exit
Runners (full and half) head out of snug harbor via the sidewalk adjacent to Oriole
Ave back onto SE Ocean Blvd running with traffic. Two official race volunteers will
be positioned on opposite ends of Oriole Avenue to direct runners on the course.
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8. Ocean to Alamanda Way
All runners will exit SE Ocean Blvd onto Alamanda Way, continuing onto Riverside
Dr. at which time they will head north to Balboa Ave.
9. Riverside to Balboa Ave.
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22 Jan 2015 Route
Runners will run from Riverside Dr. and turn left onto Balboa Ave. They will
continue down Balboa Ave. turning right onto Osceola Street
9. Overview of Downtown Progression.
Runners (full and half) head west on Osceola St. until
1) a right turn on Colorado Ave
2) a left turn on Seminole
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3)
4)
5)
6)
a
a
a
a
left turn on SW St .Lucie Ave
left turn back onto Osceola St
right turn into Wells Fargo parking lot crosswalk and
left turn onto SE Ocean Blvd, running with traffic.
Critical intersection detail is provided in subsequent pages.
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10. Osceola St and Colorado Ave
All runners will head north onto Colorado Ave from Osceola St. Upon making the
downtown loop they will cross Colorado Ave and remain heading east on Osceola
Street.
Traffic Control Officer #5 needed for 2 hours at intersection at
Colorado Ave and Osceola St. 6:00-8:00 am
Official Race Volunteers will be positioned at the roundabout and the corner of SE
Seminole Street to direct runners and alert automobile traffic.
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11. Detail of Downtown from Seminole Street
Left onto SW St. Lucie Ave and left back onto Osceola St.
Official Race Volunteers will be positioned at each corner at the downtown turn
around to direct runners and alert automobile traffic.
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12. Detail of right hand turn into Wells Fargo parking lot
crosswalk from SE Osceola St.
Both Half and Full Marathon runners transition from the downtown corridor and
back onto SE Ocean Blvd from Florida Ave, a left hand turn on to SE Ocean Blvd
heading west with traffic.
Traffic Control Officer #6 needed for 1.75 hours at intersection of
Florida Ave and SE Ocean Blvd. 6:15-8:00 am
An official Race Volunteer will be positioned at either end of Florida Avenue to direct
runners appropriately and to alert automobile traffic.
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13. Detail of intersection of Ocean Blvd. and Palm Beach Road.
Traffic Control Officer #4 needed for 2 hours at intersection at Palm
Beach Rd. and SE Ocean Blvd. 6:00-8:00 am
An official race volunteer will be positioned at the intersection of SE Ocean
Blvd and SE Monterey Road to assist with runner direction and to alert
automobile traffic at the intersection.
Plan –
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14. Detail of Intersection at SE Ocean Blvd and SE
Monterey Rd.
Traffic Control Officer #7 needed for 2 hours at intersection of SE
Ocean Blvd and SE Monterey Road. 6:20-8:20 am
An official race volunteer will be positioned at the intersection of SE Ocean
Blvd and SE Monterey Road to assist with runner direction and to alert
automobile traffic at the intersection.
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15. Sewall’s Point Overview
The diagram below indicates an overview of the Full and Half marathon route through Sewall’s
Point. Detail of traffic management in these areas is described in subsequent pages. An
important element to this Route Plan is that no roads are closed in South Sewall’s Point for the
duration of the event. Designated race volunteers will be positioned at each major intersection
to assist Traffic Control Officers with the flow into, and out of, Sewall’s Point. Full marathon
runners will proceed south on S River Road, loop through High Point, and return north on S
Sewall’s Point Road. Half marathon runners proceed north through the India Lucia
neighborhood to reduce runner congestion at the intersection of E Ocean and Sewall’s Point
Road..
Plan –
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16. South Sewall’s Point Entry
An important feature of the route this year in Sewall’s Point, is that no runner ever
crosses the major intersection of Ocean Blvd and Sewall’s Point Road. Runners will
follow the bike lane and only round the corners of this intersection. All runners will
initially pass this point (mile 3) between 6:15 am and 7am. After 7am, at about
mile 13, only Full Marathon runners will approach this intersection for a second time
and will do so from the bike lane into
South Sewall’s Point. A majority of
Plan –
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22 Jan 2015 Route
the runners will come through only once since the Full Marathon registration
numbers are dramatically less than the registration numbers for the Half Marathon
runners. TCO #3 will be used to assist with traffic control from 6:00 am12:30 pm.
17. Sewall’s Point Entrance and Exit
The quarter mile from the intersection of Ocean and Sewall’s Point Road to Miramar Road is an
important segment of the route. In this area, both automobile and runner traffic will flow in both
directions. We will position a traffic control officer, and augment them with designated race
volunteers, at either end of this segment to advise drivers of runners in the roadway. Cars will
be advised to proceed through this area slowly and with caution. TCO #2 will be
positioned at the intersection of Miramar Road and S Sewall’s Point Road to assist with
traffic control and runner safety from 7:00 am-10:00 am.
Plan –
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22 Jan 2015 Route
18. Sewall’s Point Entrance and Exit
All runners will exit Sewall’s Point Rd and turn onto Miramar Rd. all runners will be
returning north on Sewall’s Point Rd. An Official Race Volunteer will be positioned at the
intersection of Miramar and S Sewall’s Point Road assist with traffic flow into and out of Sewall’s
Point. The runners will continue down Miramar where they will then turn left onto S. River Road.
They will encounter a hydration station on South River Road. At the termination of South River
Road the marathon will then continue onto West High Point Road. They will follow this road
around the tip of South Sewall’s point where it turns into S. Sewall’s Point Road again at which
time they will continue north. At the
intersection of S. Sewall’s Point Road
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22 Jan 2015 Route
and East Ocean Blvd. the runners will then turn eastward (right) and continue over the bridge
which will take the marathoners out of town limits.
Detail view of the Full Marathon entrance and exit between East Ocean Blvd. and South
Sewall’s Point Road.
19. Marathon route for HALF MARATHON runners.
Half Marathon runners will be entering the Town of Sewall’s Point along the same route as the
Full Marathon runners they will not be continuing into South Sewall’s Point though. The Half
Marathon runners will be running over the bridge on East Ocean into the town limits at which
time they will turn Left into the India Lucie area.
Plan –
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22 Jan 2015 Route
Detail view of the Half Marathon Route in Town of Sewall’s Point
Runners will continue into India Lucie on North River Road until they reach Indialucie Parkway
where they will turn right. At the roundabout on Indialucie Parkway they will stay to the left of
the roundabout. The runners will then turn off of Indialucie Parkway and staying on the
sidewalk at all times will enter North Sewall’s Point Road heading back towards Indian
Riverside Park and their finish line. Due to the ample sidewalk at North Sewall’s Point Road
and Indialucie Parkway police escort is not being requested.
Plan –
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22 Jan 2015 Route
Detail View of the turn into India Lucie area onto North River Road.
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22 Jan 2015 Route
Detail view of the exit from Indialucie Parkway onto North Sewall’s Point Road
20. HALF MARATHON TURN OFF
Half marathon will turn left onto Rio Vista Dr. and full marathon will progress south
on River Road
An Official Race Volunteer will be positioned at the intersection of S River Road and
Rio Vista Drive assist with route direction for runners and automobile traffic flow as
needed.
Plan –
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22 Jan 2015 Route
Plan –
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22 Jan 2015 Route
Half marathon runners (red line)will take S Ridgeview Road and turn LEFT onto
Sewall’s Point Road to rejoin full marathon runners(green line) heading north on
Sewall’s Point Road.
An Official Race Volunteer will be positioned at the intersection of S Ridgeview Road
and S Sewall’s Point Road to assist automobile traffic flow as needed and to direct
runners appropriately.
Traffic Control Officer #8 needed for 3.5 hours at corner of Rio Vista
Dr. and S. Sewalls Point Rd. When the last Half Marathon runner
passes (2.75 hours after start), this officer should move to the
intersection of Miramar and S Sewall’s Point Road for the remainder
of the event. 6:45-9:30 am
21. Sewall’s Point exit
Plan –
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22 Jan 2015 Route
All runners in the half and full marathon will be exiting Sewalls Point via S. Sewalls
Point Rd. and will head north on to Indian River Dr. utilizing the sidewalk on the
west side of the road. TCO #2 will assist runners across Ocean Blvd. 6:00 am12:30 pm
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22 Jan 2015 Route
Half marathon will proceed north on Indian River Dr. utilizing the sidewalk on the
west side of the road towards IRSP (green line and arrow). The full marathon will
turn left on Palmer St. Runners will proceed west and turn right and heard north on
NE Dixie Hwy. Runners will, then turn right on Elaine St. and head east to Indian
River Dr. where they will cross the road to the sidewalk on the east side of the
road. TCO #9 will assist the runners across Indian River Dr. 7:30-10:30 am
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22 Jan 2015 Route
Half marathon will proceed north on Indian River Dr. utilizing the sidewalk on the
west side of the road towards IRSP (green line and arrow). The full marathon will
turn left on Palmer St.
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22 Jan 2015 Route
Marathon runners loop through Rio, exiting off of Indian River Dr. on to Palmer Rd.
Then runners will take a right on to Dixie Hwy. and then a right on Elaine St. and
finally a left back across and on to Indian River Dr.
An Official Race Volunteer will be positioned at the intersection of Elaine St. and
Indian River Dr. to assist automobile traffic flow as needed and to direct runners
appropriately.
Traffic Control Officer #9 needed for 3 hours at corner of Elaine St.
Dr. and Indian River Dr. 7:30-10:30 am
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Full marathon runners will
1) Right at Jensen Beach Blvd.
Runners will turn right onto Jensen Beach Blvd and run with traffic along the south
side of Jensen Beach Blvd.
Official Race Volunteers will be positioned at each intersection to assist automobile
traffic flow as needed and to direct runners appropriately.
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26. Jensen Beach causeway/A1A turn
Full marathon runners will turn south on A1A using the sidewalk. Once the runners
reach the crosswalk across from the “Old” Marriott they will cross the road and turn
right and head south onto A1A against traffic using the sidewalk.
Traffic Control Officer #10 will be needed for 4 hours at Old Marriott
south of traffic circle. 7:45-11:45 am
Official Race Volunteers will be positioned at the crosswalk to assist automobile
traffic flow as needed and to direct runners appropriately.
Plan –
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27. Ocean Ave. to Indian N River Dr. to finish
Full Marathon runners come from the Island on Ocean Blvd will use the bike lane at
the bottom of the bridge and cross to the sidewalk and south lane on Indian River
Drive running into traffic to the Sailing Center
Traffic Control Officer #11 used here. 8:30 am-12:30 pm
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22 Jan 2015 Route
Both the full marathon and the half marathon will finish by exiting Indian River
Drive just south of the main entrance of Indian Riverside Park. This transition
requires crossing traffic at Indian River Drive.
Traffic Control Officer #1 is needed at Indian River Dr. and south of
main Indian Riverside Park entrance. 7:15 am-1:00 pm
Plan –
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Town Manager
TO:
FROM:
SUBJECT:
Agenda Item 4.a
Flood Maps and Construction Code Ordinance.
Background: At the January 13, 2015 Commission Workshop the Commission discussed staff
recommendations regarding changes to the Town’s Flood Maps and Construction Code
Ordinance.
The Commission reached consensus to direct staff to place on the January 27, 2015 Commission
Meeting an Ordinance with the following changes to the Construction Code Ordinance:
1. Increase the freeboard minimum from one (1) foot to three (3) feet above the base flood
elevation;
2. Prohibit the use of “fill” as an elevation methodology;
3. Prohibit Critical Facilities and hazardous materials.
The Ordinance is attached. It reflects the changes required for participation in the flood
insurance program (including the map changes), previously adopted regulations of the Town,
and the additional restrictions identified by the above-referenced policies. For your ease of
reference I have highlighted the sections implementing these 3 policies.
Recommendation:
Ordinance.
That the Commission approve on first reading the Construction Code
ORDINANCE NO.404
AN ORDINANCE OF THE TOWN COMMISSION OF THE TOWN OF SEWALL’S POINT,
FLORIDA; AMENDING THE TOWN OF SEWALL’S POINT CODE OF ORDINANCES TO
REPEAL CHAPTER 58 IN ITS ENTIRETY; TO ADOPT A NEW CHAPTER 58; TO ADOPT
FLOOD HAZARD MAPS; TO DESIGNATE A FLOODPLAIN ADMINISTRATOR; TO ADOPT
PROCEDURES AND CRITERIA FOR DEVELOPMENT IN FLOOD HAZARD AREAS, AND
FOR OTHER PURPOSES; TO AMEND CHAPTER 50, LOCAL ADMINISTRATIVE AND
TECHNICAL AMENDMENTS TO THE FLORIDA BUILDING CODE; TO AMEND CHAPTER
78 SUBDIVISIONS TO REFER TO CHAPTER 58; PROVIDING FOR FISCAL IMPACT
STATEMENT; PROVIDING FOR APPLICABILITY; REPEALER; CODIFICATION;
SEVERABILITY; AND AN EFFECTIVE DATE.
WHEREAS, the Legislature of the State of Florida has, in conferred upon local
governments the authority to adopt regulations designed to promote the public health, safety,
and general welfare of its citizenry; and
WHEREAS, the Federal Emergency Management Agency has identified special flood
hazard areas within the boundaries the Town of Sewall’s Point and such areas may be subject
to periodic inundation which may result in loss of life and property, health and safety hazards,
disruption of commerce and governmental services, extraordinary public expenditures for flood
protection and relief, and impairment of the tax base, all of which adversely affect the public
health, safety and general welfare, and
WHEREAS, the Town of Sewall’s Point was accepted for participation in the National
Flood Insurance Program on August 15, 1978 and the Town Commission desires to continue to
meet the requirements of Title 44 Code of Federal Regulations, Sections 59 and 60, necessary
for such participation; and
WHEREAS, Chapter 553, Florida Statutes, was adopted by the Florida Legislature to
provide a mechanism for the uniform adoption, updating, amendment, interpretation and
enforcement of a state building code, called the Florida Building Code; and
WHEREAS, section 553.73(5), Florida Statutes, allows adoption of local administrative
and technical amendments to the Florida Building Code to implement the National Flood
Insurance Program; and
WHEREAS, the Town Commission has determined that it is in the public interest to
adopt the proposed floodplain management regulations that are coordinated with the Florida
Building Code; and,
WHEREAS, the Town Commission is adopting a requirement to increase the minimum
floor elevation requirement for buildings and structures in flood hazard areas for the purpose of
participating in the National Flood Insurance Program’s Community Rating System and,
pursuant to section 553.73(5), F. S., is formatting that requirement to coordinate with the Florida
Building Code; and
WHEREAS, the Town Commission is adopting provisions to require nonconversion
agreements for enclosures below elevated buildings, and to limit partitioning of enclosed areas
below elevated buildings, and pursuant to section 553.73(5), F. S., is formatting that
1
requirement to coordinate with the Florida Building Code; and
WHEREAS, the Town Commission is adopting provisions to prohibit critical facilities and
hazardous materials in Special Flood Hazard Areas; and
WHEREAS, the Town Commission is adopting a provision to prohibit fill for structural
support in flood hazard areas and is formatting that requirement to coordinate with the Florida
Building Code; and
WHEREAS, the Town Commission has determined that it is in the public interest to
adopt floodplain regulations that exceed the minimum standard in order to better protect the
health, safety and welfare of the residents and to seek additional points through the Community
Rating System; and
NOW, THEREFORE, BE IT ORDAINED by the Town Commission of the Town of
Sewall’s Point that the following floodplain management regulations, local administrative and
technical amendments to the 2010 Florida Building Code, and other amendments to the Code of
Ordinances are hereby adopted.
SECTION 1. RECITALS.
The foregoing whereas clauses are incorporated herein by reference and made a part hereof.
SECTION 2. This ordinance specifically repeals Chapter 58 in its entirely and the
following ordinance(s) and regulation(s): 109, 147, 165, 228, 310, 319 and 331.
SECTION 3. CHAPTER 58 OF THE CODE OF ORDINANCES IS HEREBY ADOPTED AS
FOLLOWS:
CHAPTER 58 - FLOODPLAIN MANAGEMENT
ARTICLE I - GENERAL
Sec. 58-1.- Title. These regulations shall be known as the Floodplain Management Ordinance
of the Town of Sewall’s Point, hereinafter referred to as “this ordinance.”
Sec. 58-2.- Scope. The provisions of this ordinance shall apply to all development that is wholly
within or partially within any flood hazard area, including but not limited to the subdivision of land;
filling, grading, and other site improvements and utility installations; construction, alteration,
remodeling, enlargement, improvement, replacement, repair, relocation or demolition of buildings,
structures, and facilities that are exempt from the Florida Building Code; installation or replacement
of tanks; installation of swimming pools; and any other development.
Sec. 58-3.- Purpose. The purposes of this ordinance and the flood load and flood resistant
construction requirements of the Florida Building Code are to establish minimum requirements
to safeguard the public health, safety, and general welfare and to minimize public and private
losses due to flooding through regulation of development in flood hazard areas to:
(1) Minimize unnecessary disruption of commerce, access and public service during times
of flooding;
(2) Require the use of appropriate construction practices in order to prevent or minimize
2
future flood damage;
(3) Manage filling, grading, dredging, mining, paving, excavation, drilling operations, storage
of equipment or materials, and other development which may increase flood damage or
erosion potential;
(4) Manage the alteration of flood hazard areas, watercourses, and shorelines to minimize
the impact of development on the natural and beneficial functions of the floodplain;
(5) Minimize damage to public and private facilities and utilities;
(6) Help maintain a stable tax base by providing for the sound use and development of flood
hazard areas;
(7) Minimize the need for future expenditure of public funds for flood control projects and
response to and recovery from flood events; and
(8) Meet the requirements of the National Flood Insurance Program for community
participation as set forth in the Title 44 Code of Federal Regulations, Section 59.22.
Sec. 58-4.- Coordination with the Florida Building Code. This ordinance is intended to be
administered and enforced in conjunction with the Florida Building Code. Where cited, ASCE
24 refers to the edition of the standard that is referenced by the Florida Building Code.
5Sec. 58-5.- Warning. The degree of flood protection required by this ordinance and the Florida
Building Code, as amended by this town, is considered the minimum reasonable for regulatory
purposes and is based on scientific and engineering considerations. Larger floods can and will
occur. Flood heights may be increased by man-made or natural causes. This ordinance does not
imply that land outside of mapped special flood hazard areas, or that uses permitted within such
flood hazard areas, will be free from flooding or flood damage. The flood hazard areas and base
flood elevations contained in the Flood Insurance Study and shown on Flood Insurance Rate Maps
and the requirements of Title 44 Code of Federal Regulations, Sections 59 and 60 may be
revised by the Federal Emergency Management Agency, requiring this town to revise these
regulations to remain eligible for participation in the National Flood Insurance Program. No
guaranty of vested use, existing use, or future use is implied or expressed by compliance with
this ordinance.
Sec. 58-6.- Disclaimer of Liability. This ordinance shall not create liability on the part of the
Town Commission of the Town of Sewall’s Point or by any officer or employee thereof for any
flood damage that results from reliance on this ordinance or any administrative decision lawfully
made thereunder.
Secs. 58-7 through 58-10. – Reserved.
DIVISION 1 - APPLICABILITY
Sec. 58-11.- General. Where there is a conflict between a general requirement and a specific
requirement, the specific requirement shall be applicable.
Sec. 58-12.- Areas to which this ordinance applies. This ordinance shall apply to all flood
hazard areas within the Town of Sewall’s Point, as established in Section 58-13 of this
ordinance.
Sec. 58-13.- Basis for establishing flood hazard areas. The Flood Insurance Study for
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MARTIN COUNTY, FLORIDA and INCORPORATED AREAS dated March 16, 2015, and all
subsequent amendments and revisions, and the accompanying Flood Insurance Rate Maps
(FIRM), and all subsequent amendments and revisions to such maps, are adopted by reference
as a part of this ordinance and shall serve as the minimum basis for establishing flood hazard
areas. Studies and maps that establish flood hazard areas are on file at the Town of Sewall’s
Point Town Hall, One South Sewall’s Point Road, Sewall’s Point, FL, 34996.
Sec, 58-14.- Submission of additional data to establish flood hazard areas. To establish
flood hazard areas and base flood elevations, pursuant to Article II, Division 1 of this ordinance
the Floodplain Administrator may require submission of additional data. Where field surveyed
topography prepared by a Florida licensed professional surveyor or digital topography accepted
by the community indicates that ground elevations:
(1) Are below the closest applicable base flood elevation, even in areas not delineated as a
special flood hazard area on a FIRM, the area shall be considered as flood hazard area
and subject to the requirements of this ordinance and, as applicable, the requirements
of the Florida Building Code.
(2) Are above the closest applicable base flood elevation, the area shall be regulated as
special flood hazard area unless the applicant obtains a Letter of Map Change that
removes the area from the special flood hazard area.
Sec. 58-15.- Other laws. The provisions of this ordinance shall not be deemed to nullify any
provisions of local, state or federal law.
Sec. 58-16.- Abrogation and greater restrictions. This ordinance supersedes any ordinance
in effect for management of development in flood hazard areas. However, it is not intended to
repeal or abrogate any existing ordinances including but not limited to land development
regulations, zoning ordinances, stormwater management regulations, or the Florida Building
Code. In the event of a conflict between this ordinance and any other ordinance, the more
restrictive shall govern. This ordinance shall not impair any deed restriction, covenant or
easement, but any land that is subject to such interests shall also be governed by this
ordinance.
Sec. 58-17.- Interpretation. In the interpretation and application of this ordinance, all
provisions shall be:
(1) Considered as minimum requirements;
(2) Liberally construed in favor of the governing body; and
(3) Deemed neither to limit nor repeal any other powers granted under state statutes.
Sections 58-18 through 58-22 reserved.
DIVISION II - DUTIES AND POWERS OF THE FLOODPLAIN ADMINISTRATOR
Sec. 58-23.- Designation. The Building Official is designated as the Floodplain Administrator.
The Floodplain Administrator may delegate performance of certain duties to other employees.
Sec. 58-24.- General. The Floodplain Administrator is authorized and directed to administer and
enforce the provisions of this ordinance. The Floodplain Administrator shall have the authority to
render interpretations of this ordinance consistent with the intent and purpose of this ordinance
and may establish policies and procedures in order to clarify the application of its provisions.
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Such interpretations, policies, and procedures shall not have the effect of waiving requirements
specifically provided in this ordinance without the granting of a variance pursuant to Article II,
Division 3 of this ordinance.
Sec. 58-25.- Applications and permits. The Floodplain Administrator, in coordination with
other pertinent offices of the town, shall:
(1) Review applications and plans to determine whether proposed new development will be
located in flood hazard areas;
(2) Review applications for modification of any existing development in flood hazard areas
for compliance with the requirements of this ordinance;
(3) Interpret flood hazard area boundaries where such interpretation is necessary to
determine the exact location of boundaries; a person contesting the determination shall
have the opportunity to appeal the interpretation;
(4) Provide available flood elevation and flood hazard information;
(5) Determine whether additional flood hazard data shall be obtained from other sources or
shall be developed by an applicant;
(6) Review applications to determine whether proposed development will be reasonably
safe from flooding;
(7) Issue floodplain development permits or approvals for development other than buildings
and structures that are subject to the Florida Building Code, including buildings,
structures and facilities exempt from the Florida Building Code, when compliance with
this ordinance is demonstrated, or disapprove the same in the event of noncompliance;
and
(8) Coordinate with and provide comments to the Building Official to assure that
applications, plan reviews, and inspections for buildings and structures in flood hazard
areas comply with the applicable provisions of this ordinance.
Sec. 58-26.- Substantial improvement and substantial damage determinations. For
applications for building permits to improve buildings and structures, including alterations,
movement, enlargement, replacement, repair, change of occupancy, additions, rehabilitations,
renovations, substantial improvements, repairs of substantial damage, and any other
improvement of or work on such buildings and structures, the Floodplain Administrator, in
coordination with the Building Official, shall:
(1) Estimate the market value based on 120% of the tax assessment value (improvement
only) set by Martin County Property Appraiser, or require the applicant to obtain an
appraisal of the market value prepared by a qualified independent Florida Registered
appraiser, of the building or structure before the start of construction of the proposed
work; in the case of repair, the market value of the building or structure shall be the
market value before the damage occurred and before any repairs or improvements are
made;
(2) Compare the cost to perform the improvement, the cost to repair a damaged building to
its pre-damaged condition, or the combined costs of improvements and repairs, if
applicable, to the market value of the building or structure;
(3) Determine and document whether the proposed work constitutes substantial
improvement or repair of substantial damage;
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(4) Notify the applicant if it is determined that the work constitutes substantial improvement
or repair of substantial damage and that compliance with the flood resistant construction
requirements of the Florida Building Code and this ordinance is required.
Sec. 58-27.- Modifications of the strict application of the requirements of the Florida
Building Code. The Floodplain Administrator shall review requests that seek approval to modify
the strict application of the flood load and flood resistant construction requirements of the
Florida Building Code to determine whether such requests require the granting of a variance
pursuant to Article II, Division 3 of this ordinance.
Sec. 58-28.- Notices and orders. The Floodplain Administrator shall coordinate with
appropriate local agencies for the issuance of all necessary notices or orders to ensure
compliance with this ordinance.
Sec. 58-29.- Inspections. The Floodplain Administrator shall make the required inspections as
specified in Article II, Division 2 of this ordinance for development that is not subject to the
Florida Building Code, including buildings, structures and facilities exempt from the Florida
Building Code. The Floodplain Administrator shall inspect flood hazard areas to determine if
development is undertaken without issuance of a permit.
Sec. 58-30.- Other duties of the Floodplain Administrator. The Floodplain Administrator shall
have other duties, including but not limited to:
(1) Establish procedures for administering and documenting determinations of substantial
improvement and substantial damage made pursuant to Section 58-26 of this ordinance;
(2) Require that applicants proposing alteration of a watercourse notify adjacent
communities and the Florida Division of Emergency Management, State Floodplain
Management Office, and submit copies of such notifications to the Federal Emergency
Management Agency (FEMA);
(3) Require applicants who submit hydrologic and hydraulic engineering analyses to support
permit applications to submit to FEMA the data and information necessary to maintain
the Flood Insurance Rate Maps if the analyses propose to change base flood elevations,
flood hazard area boundaries, or floodway designations; such submissions shall be
made within 6 months of such data becoming available;
(4) Review required design certifications and documentation of elevations specified by this
ordinance and the Florida Building Code and this ordinance to determine that such
certifications and documentations are complete;
(5) Notify the Federal Emergency Management Agency when the corporate boundaries of
the Town of Sewall’s Point are modified; and
(6) Advise applicants for new buildings and structures, including substantial improvements
that are located in any unit of the Coastal Barrier Resources System established by the
Coastal Barrier Resources Act (Pub. L. 97-348) and the Coastal Barrier Improvement
Act of 1990 (Pub. L. 101-591) that federal flood insurance is not available on such
construction; areas subject to this limitation are identified on Flood Insurance Rate Maps
as “Coastal Barrier Resource System Areas” and “Otherwise Protected Areas.”
Sec. 58-31.- Floodplain management records. Regardless of any limitation on the period
required for retention of public records, the Floodplain Administrator shall maintain and
permanently keep and make available for public inspection all records that are necessary for the
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administration of this ordinance and the flood resistant construction requirements of the Florida
Building Code, including Flood Insurance Rate Maps; Letters of Change; records of issuance of
permits and denial of permits; determinations of whether proposed work constitutes substantial
improvement or repair of substantial damage; required design certifications and documentation
of elevations specified by the Florida Building Code and this ordinance; notifications to adjacent
towns, FEMA, and the state related to alterations of watercourses; assurances that the flood
carrying capacity of altered watercourses will be maintained; documentation related to appeals
and variances, including justification for issuance or denial; and records of enforcement actions
taken pursuant to this ordinance and the flood resistant construction requirements of the Florida
Building Code. These records shall be available for public inspection at the Town of Sewall’s
Point, Town Hall, One South Sewall’s Point Road, Sewall’s Point, FL 34996.
ARTICLE II - PERMITS
Sec. 58-37.- Permits required. Any owner or owner’s authorized agent (hereinafter
“applicant”) who intends to undertake any development activity within the scope of this
ordinance, including buildings, structures and facilities exempt from the Florida Building Code,
which is wholly within or partially within any flood hazard area shall first make application to the
Floodplain Administrator, and the Building Official, and shall obtain the required permit(s) and
approval(s). No such permit or approval shall be issued until compliance with the requirements of
this ordinance and all other applicable codes and regulations has been satisfied.
Sec. 58-38.- Floodplain development permits or approvals. Floodplain development permits or
approvals shall be issued pursuant to this ordinance for any development activities not subject to the
requirements of the Florida Building Code, including buildings, structures and facilities exempt
from the Florida Building Code. Depending on the nature and extent of proposed development
that includes a building or structure, the Floodplain Administrator may determine that a floodplain
development permit or approval is required in addition to a building permit.
Sec. 58-39.- Buildings, structures and facilities exempt from the Florida Building Code.
Pursuant to the requirements of federal regulation for participation in the National Flood
Insurance Program (44 C.F.R. Sections 59 and 60), floodplain development permits or
approvals shall be required for the following buildings, structures and facilities that are exempt
from the Florida Building Code and any further exemptions provided by law, which are subject to
the requirements of this ordinance:
(1) Railroads and ancillary facilities associated with the railroad.
(2) Nonresidential farm buildings on farms, as provided in section 604.50, F.S.
(3) Temporary buildings or sheds used exclusively for construction purposes.
(4) Mobile or modular structures used as temporary offices.
(5) Those structures or facilities of electric utilities, as defined in section 366.02, F.S., which
are directly involved in the generation, transmission, or distribution of electricity.
(6) Chickees constructed by the Miccosukee Tribe of Indians of Florida or the Seminole
Tribe of Florida. As used in this paragraph, the term “chickee” means an open-sided
wooden hut that has a thatched roof of palm or palmetto or other traditional materials,
and that does not incorporate any electrical, plumbing, or other non-wood features.
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(7) Family mausoleums not exceeding 250 square feet in area which are prefabricated and
assembled on site or preassembled and delivered on site and have walls, roofs, and a
floor constructed of granite, marble, or reinforced concrete.
(8) Temporary housing provided by the Department of Corrections to any prisoner in the
state correctional system.
(9) Structures identified in section 553.73(10)(k), F.S., are not exempt from the Florida
Building Code if such structures are located in flood hazard areas established on Flood
Insurance Rate Maps
Sec. 58-40.- Application for a permit or approval. To obtain a floodplain development permit
or approval the applicant shall first file an application in writing on a form furnished by the Town
of Sewall’s Point. The information provided shall:
(1) Identify and describe the development to be covered by the permit or approval.
(2) Describe the land on which the proposed development is to be conducted by legal
description, street address or similar description that will readily identify and definitively
locate the site.
(3) Indicate the use and occupancy for which the proposed development is intended.
(4) Be accompanied by a site plan or construction documents as specified in Article II,
Division 1 of this ordinance.
(5) State the valuation of the proposed work.
(6) Be signed by the applicant or the applicant's authorized agent.
(7) Give such other data and information as required by the Floodplain Administrator.
(8) For projects proposing to enclose areas under elevated buildings, a signed Declaration
of Land Restriction (Nonconversion Agreement); the agreement shall be recorded in the
property records prior to issuance of the Certificate of Occupancy.
Sec. 58-41.- Validity of permit or approval. The issuance of a floodplain development permit
or approval pursuant to this ordinance shall not be construed to be a permit for, or approval of,
any violation of this ordinance, the Florida Building Codes, or any other ordinance of this town.
The issuance of permits based on submitted applications, construction documents, and
information shall not prevent the Floodplain Administrator from requiring the correction of errors
and omissions.
Sec. 58-42.- Expiration. A floodplain development permit or approval shall become invalid
unless the work authorized by such permit is commenced within 180 days after its issuance, or
if the work authorized is suspended or abandoned for a period of 180 days after the work
commences. Extensions for periods of not more than 180 days each shall be requested in
writing and justifiable cause shall be demonstrated.
Sec. 58-43.- Suspension or revocation. The Floodplain Administrator is authorized to suspend
or revoke a floodplain development permit or approval if the permit was issued in error, on the
basis of incorrect, inaccurate or incomplete information, or in violation of this ordinance or any
other ordinance, regulation or requirement of this town.
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Sec. 58-44.- Other permits required. Floodplain development permits and building permits
shall include a condition that all other applicable state or federal permits be obtained before
commencement of the permitted development, including but not limited to the following:
(1) The South Florida Water Management District; section 373.036, F.S.
(2) Florida Department of Health for onsite sewage treatment and disposal systems; section
381.0065, F.S. and Chapter 64E-6, F.A.C.
(3) Florida Department of Environmental Protection for construction, reconstruction,
changes, or physical activities for shore protection or other activities seaward of the
coastal construction control line; section 161.141, F.S.
(4) Florida Department of Environmental Protection for activities subject to the Joint Coastal
Permit; section 161.055, F.S.
(5) Florida Department of Environmental Protection for activities that affect wetlands and
alter surface water flows, in conjunction with the U.S. Army Corps of Engineers; Section
404 of the Clean Water Act.
(6) Federal permits and approvals.
DIVISION 1 - SITE PLANS AND CONSTRUCTION DOCUMENTS
Sec. 58-50.- Information for development in flood hazard areas. The site plan or
construction documents for any development subject to the requirements of this ordinance shall
be drawn to scale and shall include, as applicable to the proposed development:
(1) Delineation of flood hazard areas, floodway boundaries and flood zone(s), base flood
elevation(s), and ground elevations if necessary for review of the proposed
development.
(2) Location of the proposed activity and proposed structures, and locations of existing
buildings and structures; in coastal high hazard areas, new buildings shall be located
landward of the reach of mean high tide.
(3) Location, extent, amount, and proposed final grades of any filling, grading, or
excavation.
(4) Where the placement of fill is proposed, the amount, type, and source of fill material;
compaction specifications; a description of the intended purpose of the fill areas; and
evidence that the proposed fill areas are the minimum necessary to achieve the intended
purpose.
(5) Extent of any proposed alteration of sand dunes or mangrove stands, provided such
alteration is approved by the Florida Department of Environmental Protection.
(6) Existing and proposed alignment of any proposed alteration of a watercourse.
(7) Total height of the structure which shall not exceed the height limits set forth in Chapter
50-176 of the Sewall’s Point Code of Ordinances.
Sec. 58-51.- Additional analyses and certifications. As applicable to the location and nature
of the proposed development activity, and in addition to the requirements of this section, the
applicant shall have the following analyses signed and sealed by a Florida licensed engineer for
9
submission with the site plan and construction documents:
(1) For development activities proposed to be located in a regulatory floodway, a floodway
encroachment analysis that demonstrates that the encroachment of the proposed
development will not cause any increase in base flood elevations; where the applicant
proposes to undertake development activities that do increase base flood elevations, the
applicant shall submit such analysis to FEMA as specified in Section 58-52 of this
ordinance and shall submit the Conditional Letter of Map Revision, if issued by FEMA,
with the site plan and construction documents.
(2) For development activities proposed to be located in a riverine flood hazard area for
which base flood elevations are included in the Flood Insurance Study or on the FIRM
and floodways have not been designated, hydrologic and hydraulic analyses that
demonstrate that the cumulative effect of the proposed development, when combined
with all other existing and anticipated flood hazard area encroachments, will not increase
the base flood elevation more than one (1) foot at any point within the town. This
requirement does not apply in isolated flood hazard areas not connected to a riverine
flood hazard area or in flood hazard areas identified as Zone AO or Zone AH.
(3) For alteration of a watercourse, an engineering analysis prepared in accordance with
standard engineering practices which demonstrates that the flood-carrying capacity of
the altered or relocated portion of the watercourse will not be decreased, and
certification that the altered watercourse shall be maintained in a manner which
preserves the channel's flood-carrying capacity; the applicant shall submit the analysis to
FEMA as specified in Section 58-52 of this ordinance.
(4) For activities that propose to alter sand dunes or mangrove stands in coastal high
hazard areas (Zone V), an engineering analysis that demonstrates that the proposed
alteration will not increase the potential for flood damage.
Sec. 58-52.- Submission of additional data. When additional hydrologic, hydraulic or other
engineering data, studies, and additional analyses are submitted to support an application, the
applicant has the right to seek a Letter of Map Change from FEMA to change the base flood
elevations, change floodway boundaries, or change boundaries of flood hazard areas shown on
FIRMs, and to submit such data to FEMA for such purposes. The analyses shall be prepared
by a Florida licensed engineer in a format required by FEMA. Submittal requirements and
processing fees shall be the responsibility of the applicant.
DIVISION 2 - INSPECTIONS
Sec. 58-58.- General. Development for which a floodplain development permit or approval is
required shall be subject to inspection.
Sec. 58-59.- Development other than buildings and structures. The Floodplain
Administrator shall inspect all development to determine compliance with the requirements of
this ordinance and the conditions of issued floodplain development permits or approvals.
Sec. 58-60.- Buildings, structures and facilities exempt from the Florida Building Code.
The Floodplain Administrator shall inspect buildings, structures and facilities exempt from the
Florida Building Code to determine compliance with the requirements of this ordinance and the
conditions of issued floodplain development permits or approvals.
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Sec. 58-61.- Buildings, structures and facilities exempt from the Florida Building Code,
lowest floor inspection. Upon placement of the lowest floor, including basement, and prior to
further vertical construction, the owner of a building, structure or facility exempt from the Florida
Building Code, or the owner’s authorized agent, shall submit to the Floodplain Administrator:
If a design flood elevation was used to determine the required elevation of the lowest floor, the
certification of elevation of the lowest floor prepared and sealed by a Florida licensed
professional surveyor
Sec. 58-62.- Buildings, structures and facilities exempt from the Florida Building Code,
final inspection. As part of the final inspection, the owner or owner’s authorized agent shall
submit to the Floodplain Administrator a final certification of elevation of the lowest floor or final
documentation of the height of the lowest floor above the highest adjacent grade; such
certifications and documentations shall be prepared as specified in Section 58-61 of this
ordinance.
DIVISION 3 - VARIANCES AND APPEALS
Sec. 58-68.- General. The Town of Sewall’s Point Commission shall hear and decide on
requests for appeals and requests for variances from the strict application of this ordinance.
Pursuant to section 553.73(5), F.S., the Town of Sewall’s Point Commission shall hear and
decide on requests for appeals and requests for variances from the strict application of the flood
resistant construction requirements of the Florida Building Code. This section does not apply to
Section 3109 of the Florida Building Code, Building.
Sec. 58-69.- Appeals. The Town of Sewall’s Point Commission shall hear and decide appeals
when it is alleged there is an error in any requirement, decision, or determination made by the
Floodplain Administrator in the administration and enforcement of this ordinance. Any person
aggrieved by the decision of Town of Sewall’s Point Commission may appeal such decision to
the Circuit Court, as provided by Florida Statutes.
3Sec. 58-70.- Limitations on authority to grant variances. The Town of Sewall’s Point
Commission shall base its decisions on variances on technical justifications submitted by
applicants, the considerations for issuance in Section 58-73 of this ordinance, the conditions of
issuance set forth in Section 58-74 of this ordinance, and the comments and recommendations
of the Floodplain Administrator and the Building Official. The Town of Sewall’s Point
Commission has the right to attach such conditions as it deems necessary to further the
purposes and objectives of this ordinance.
Sec. 58-71.- Restrictions in floodways. A variance shall not be issued for any proposed
development in a floodway if any increase in base flood elevations would result, as evidenced
by the applicable analyses and certifications required in Section 58-51 of this ordinance.
Sec. 58-72.- Historic buildings. A variance is authorized to be issued for the repair,
improvement, or rehabilitation of a historic building that is determined eligible for the exception
to the flood resistant construction requirements of the Florida Building Code, Existing Building,
Chapter 11 Historic Buildings, upon a determination that the proposed repair, improvement, or
rehabilitation will not preclude the building’s continued designation as a historic building and the
variance is the minimum necessary to preserve the historic character and design of the building.
11
If the proposed work precludes the building’s continued designation as a historic building, a
variance shall not be granted and the building and any repair, improvement, and rehabilitation
shall be subject to the requirements of the Florida Building Code.
Sec. 58-73.- Considerations for issuance of variances. In reviewing requests for variances,
the Town of Sewall’s Point Commission shall consider all technical evaluations, all relevant
factors, all other applicable provisions of the Florida Building Code, this ordinance, and the
following:
(1) The danger that materials and debris may be swept onto other lands resulting in further
injury or damage;
(2) The danger to life and property due to flooding or erosion damage;
(3) The susceptibility of the proposed development, including contents, to flood damage and
the effect of such damage on current and future owners;
(4) The importance of the services provided by the proposed development to the
community;
(5) The availability of alternate locations for the proposed development that are subject to
lower risk of flooding or erosion;
(6) The compatibility of the proposed development with existing and anticipated
development;
(7) The relationship of the proposed development to the comprehensive plan and floodplain
management program for the area;
(8) The safety of access to the property in times of flooding for ordinary and emergency
vehicles;
(9) The expected heights, velocity, duration, rate of rise and debris and sediment transport
of the floodwaters and the effects of wave action, if applicable, expected at the site; and
(10)
The costs of providing governmental services during and after flood conditions
including maintenance and repair of public utilities and facilities such as sewer, gas,
electrical and water systems, streets and bridges.
(11)
In no case may a variance be issued for work that was done without permits and
proper approvals.
Sec. 58-74.- Conditions for issuance of variances. Variances shall be issued only upon:
(1) Submission by the applicant, of a showing of good and sufficient cause that the unique
characteristics of the size, configuration, or topography of the site limit compliance with
any provision of this ordinance or the required elevation standards;
(2) Determination by the Town Commission that:
(a) Failure to grant the variance would result in exceptional hardship due to the
physical characteristics of the land that render the lot undevelopable; increased
costs to satisfy the requirements or inconvenience do not constitute hardship;
(b) The granting of a variance will not result in increased flood heights, additional
threats to public safety, extraordinary public expense, nor create nuisances,
cause fraud on or victimization of the public or conflict with existing local laws
and ordinances; and
(c) The variance is the minimum necessary, considering the flood hazard, to afford
12
relief;
(3) Receipt of a signed statement by the applicant that the variance, if granted, shall be
recorded in the Office of the Clerk of the Court in such a manner that it appears in the
chain of title of the affected parcel of land; and
(4) If the request is for a variance to allow construction of the lowest floor of a new building,
or substantial improvement of a building, below the required elevation, a copy in the
record of a written notice from the Floodplain Administrator to the applicant for the
variance, specifying the difference between the base flood elevation and the proposed
elevation of the lowest floor, stating that the cost of federal flood insurance will be
commensurate with the increased risk resulting from the reduced floor elevation (up to
amounts as high as $25 for $100 of insurance coverage), and stating that construction
below the base flood elevation increases risks to life and property.
Secs. 58-75 through 58-79.- Reserved.
ARTICLE III - VIOLATIONS
Sec. 58-80.- Violations. Any development that is regulated by this ordinance that is performed
without an issued permit, that is in conflict with an issued permit, or that does not fully comply
with this ordinance, shall be deemed a violation of this ordinance. A building or structure
without the documentation of elevation of the lowest floor, other required design certifications, or
other evidence of compliance required by this ordinance or the Florida Building Code is
presumed to be a violation until such time as that documentation is provided. A violation of this
ordinance shall be enforceable in any manner provided by law.
Sec. 58-81.- Authority. For development that is not within the scope of the Florida Building
Code but that is regulated by this ordinance and that is determined to be a violation, the
Floodplain Administrator is authorized to serve notices of violation or stop work orders to owners
of the property involved, to the owner’s agent, or to the person or persons performing the work.
Sec. 58-82.- Unlawful continuance. Any person who shall continue any work after having been
served with a notice of violation or a stop work order, except such work as that person is
directed to perform to remove or remedy a violation or unsafe condition, shall be subject to
penalties as prescribed by law .
ARTICLE IV - DEFINITIONS
DIVISION 1 - GENERAL
Sec. 58-88.- Scope. Unless otherwise expressly stated, the following words and terms shall,
for the purposes of this ordinance, have the meanings shown in this section.
Sec. 58-89.- Terms defined in the Florida Building Code. Where terms are not defined in this
ordinance and are defined in the Florida Building Code, such terms shall have the meanings
ascribed to them in that code.
Sec. 58-90.- Terms not defined. Where terms are not defined in this ordinance or the Florida
13
Building Code, such terms shall have ordinarily accepted meanings such as the context implies.
DIVISION 2 - DEFINITIONS
Sec. 58-96.- Definitions. The following words, terms, and phrases, when used in this
ordinance, shall have the meanings ascribed to them in this section, except where the context
clearly indicates a different meaning:
Alteration of a watercourse. A dam, impoundment, channel relocation, change in channel
alignment, channelization, or change in cross-sectional area of the channel or the channel
capacity, or any other form of modification which may alter, impede, retard or change the
direction and/or velocity of the riverine flow of water during conditions of the base flood.
Appeal. A request for a review of the Floodplain Administrator’s interpretation of any provision
of this ordinance or a request for a variance.
ASCE 24. A standard titled Flood Resistant Design and Construction that is referenced by the
Florida Building Code. ASCE 24 is developed and published by the American Society of Civil
Engineers, Reston, VA.
Base flood. A flood having a 1-percent chance of being equaled or exceeded in any given
year. [Also defined in FBC, B, Section 1612.2.] The base flood is commonly referred to as the
"100-year flood" or the “1-percent-annual chance flood.”
Base flood elevation. The elevation of the base flood, including wave height, relative to the
National Geodetic Vertical Datum (NGVD), North American Vertical Datum (NAVD) or other
datum specified on the Flood Insurance Rate Map (FIRM). [Also defined in FBC, B, Section
1612.2.]
Basement. The portion of a building having its floor subgrade (below ground level) on all sides.
[Also defined in FBC, B, Section 1612.2.]
Coastal high hazard area. A special flood hazard area extending from offshore to the inland
limit of a primary frontal dune along an open coast and any other area subject to high velocity
wave action from storms or seismic sources. Coastal high hazard areas are also referred to as
“high hazard areas subject to high velocity wave action” or “V Zones” and are designated on
Flood Insurance Rate Maps (FIRM) as Zone V1-V30, VE, or V. [Note: The FBC,B defines and
uses the term “flood hazard areas subject to high velocity wave action” and the FBC, R uses the
term “coastal high hazard areas.”]
Critical Facilities. Facilities that are vital to flood response activities or critical to the health and
safety of the public before, during or after a flood, such as a hospital, emergency operations
center, electric substation, police station, fire station, nursing home, school, vehicle and
equipment storage facility, or shelter.
Facilities that, if flooded, would make the flood problem and its impact much worse, such as a
hazardous materials facility, power generation facility, water utility, or wastewater treatment
plant.
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Declaration of Land Restriction (Nonconversion Agreement). A form provided by the
Floodplain Administrator to be signed by the owner and recorded on the property deed in
Official Records of the Clerk of Courts, for the owner to agree not to convert or modify in any
manner that is inconsistent with the terms of the building permit and these regulations,
enclosures below elevated buildings, and granting the Town the right to inspect the
enclosed area on an annual basis.
Design flood. The flood associated with the greater of the following two areas: [Also defined in
FBC, B, Section 1612.2.]
(1) Area with a floodplain subject to a 1-percent or greater chance of flooding in any year; or
(2) Area designated as a flood hazard area on the town’s flood hazard map, or otherwise
legally designated.
Design flood elevation. The elevation of the “design flood,” including wave height, relative to
the datum specified on the town’s legally designated flood hazard map.
Development. Any man-made change to improved or unimproved real estate, including but not
limited to, buildings or other structures, tanks, temporary structures, temporary or permanent
storage of equipment or materials, mining, dredging, filling, grading, paving, excavations, drilling
operations or any other land disturbing activities.
Dry Floodproofing. A combination of design modifications which results in a building or
structure, including the attendant utility and sanitary facilities, being water tight with walls
substantially impermeable to the passage of water and with structural components having the
capacity to resist loads as identified in ASCE 7.l estate or improved real property, water and
sanitary facilities, structures and their contents.
Encroachment. The placement of fill, excavation, buildings, permanent structures or other
development into a flood hazard area which may impede or alter the flow capacity of riverine
flood hazard areas.
Existing building and existing structure. Any buildings and structures for which the “start of
construction” commenced before June 4, 1978. [Also defined in FBC, B, Section 1612.2.]
Federal Emergency Management Agency (FEMA). The federal agency that, in addition to
carrying out other functions, administers the National Flood Insurance Program.
Flood or flooding. A general and temporary condition of partial or complete inundation of
normally dry land from: [Also defined in FBC, B, Section 1612.2.]
(1)
The overflow of inland or tidal waters.
(2)
The unusual and rapid accumulation or runoff of surface waters from any source.
(3) The collapse or subsidence of land along a body of water as the result of erosion or
undermining caused by waves or currents of water exceeding anticipated cyclical levels or
suddenly caused by an unusually high water level in a natural body of water, accompanied
by a severe storm or by unanticipated force of nature, such as a flash flood or an abnormal
tidal surge or by some similarly unusual and unforeseeable event which results in flooding
as defined in item (1) of this definition.
15
Flood damage-resistant materials. Any construction material capable of withstanding direct
and prolonged contact with floodwaters without sustaining any damage that requires more than
cosmetic repair. [Also defined in FBC, B, Section 1612.2.]
Flood hazard area. The greater of the following two areas: [Also defined in FBC, B, Section
1612.2.]
(1) The area within a floodplain subject to a 1-percent or greater chance of flooding in any
year.
(2) The area designated as a flood hazard area on the town’s flood hazard map, or
otherwise legally designated.
Flood Insurance Rate Map (FIRM). The official map of the town on which the Federal
Emergency Management Agency has delineated both special flood hazard areas and the risk
premium zones applicable to the town. [Also defined in FBC, B, Section 1612.2.]
Flood Insurance Study (FIS). The official report provided by the Federal Emergency
Management Agency that contains the Flood Insurance Rate Map, the Flood Boundary and
Floodway Map (if applicable), the water surface elevations of the base flood, and supporting
technical data. [Also defined in FBC, B, Section 1612.2.]
Floodplain Administrator. The office or position designated and charged with the
administration and enforcement of this ordinance (may be referred to as the Floodplain
Manager).
Floodplain development permit or approval. An official document or certificate issued by the
community, or other evidence of approval or concurrence, which authorizes performance of
specific development activities that are located in flood hazard areas and that are determined to
be compliant with this ordinance.
Floodplain management regulations. This chapter and other zoning ordinances, subdivision
regulations, building codes, health regulations, special purpose ordinances (such as floodplain
ordinance, grading ordinance, and erosion control ordinance), and other applications of police
power which control development in flood-prone areas. This term describes federal, State of
Florida, or local regulations in any combination thereof, which provide standards for preventing
and reducing flood loss and damage.
Floodway. The channel of a river or other riverine watercourse and the adjacent land areas
that must be reserved in order to discharge the base flood without cumulatively increasing the
water surface elevation more than one (1) foot. [Also defined in FBC, B, Section 1612.2.]
Floodway encroachment analysis. An engineering analysis of the impact that a proposed
encroachment into a floodway is expected to have on the floodway boundaries and base flood
elevations; the evaluation shall be prepared by a qualified Florida licensed engineer using
standard engineering methods and models.
Florida Building Code. The family of codes adopted by the Florida Building Commission,
including: Florida Building Code, Building; Florida Building Code, Residential; Florida Building
Code, Existing Building; Florida Building Code, Mechanical; Florida Building Code, Plumbing;
Florida Building Code, Fuel Gas.
16
Freeboard. The additional height, usually expressed as a factor of safety in feet, above a flood
level for purposes of floodplain management. Freeboard tends to compensate for many
unknown factors, such as wave action, bridge openings and hydrological effect of urbanization
of the watershed, that could contribute to flood heights greater than the height calculated for a
selected frequency flood and floodway conditions.
Free of obstruction. Any type of lower area enclosure or other construction element that will
obstruct the flow of velcity water and wave action beneath the lowest horizontal structureal
member of the lowest floor of an elevated building during a base flood event is not allowed.
This requirement applies to the structures in velocity zone (V-zones).
Hardship. For the purpose of this chapter, a condition associated with the land that renders a
lot undevelopable. Economic or financial conditions or the additional costs to comply do not
create an exceptional hardship.
Highest adjacent grade. The highest natural elevation of the ground surface prior to
construction next to the proposed walls or foundation of a structure.
Historic structure. Any structure that is determined eligible for the exception to the flood
hazard area requirements of the Florida Building Code, Existing Building, Chapter 11 Historic
Buildings.
Letter of Map Change (LOMC). An official determination issued by FEMA that amends or
revises an effective Flood Insurance Rate Map or Flood Insurance Study. Letters of Map
Change include:
Letter of Map Amendment (LOMA): An amendment based on technical data showing
that a property was incorrectly included in a designated special flood hazard area. A
LOMA amends the current effective Flood Insurance Rate Map and establishes that a
specific property, portion of a property, or structure is not located in a special flood
hazard area.
Letter of Map Revision (LOMR): A revision based on technical data that may show
changes to flood zones, flood elevations, special flood hazard area boundaries and
floodway delineations, and other planimetric features.
Letter of Map Revision Based on Fill (LOMR-F): A determination that a structure or
parcel of land has been elevated by fill above the base flood elevation and is, therefore,
no longer located within the special flood hazard area. In order to qualify for this
determination, the fill must have been permitted and placed in accordance with the
town’s floodplain management regulations.
Conditional Letter of Map Revision (CLOMR): A formal review and comment as to
whether a proposed flood protection project or other project complies with the minimum
NFIP requirements for such projects with respect to delineation of special flood hazard
areas. A CLOMR does not revise the effective Flood Insurance Rate Map or Flood
Insurance Study; upon submission and approval of certified as-built documentation, a
Letter of Map Revision may be issued by FEMA to revise the effective FIRM.
Lowest floor. The lowest floor of the lowest enclosed area of a building or structure, including
basement, but excluding any unfinished or flood-resistant enclosure, other than a basement,
usable solely for vehicle parking, building access or limited storage provided that such
enclosure is not built so as to render the structure in violation of the non-elevation requirements
of the Florida Building Code or ASCE 24. [Also defined in FBC, B, Section 1612.2.]
17
Mangrove stand means an assemblage of mangrove trees, which are mostly low trees noted
for a copious development of interlacing adventitious roots above the ground, which contains
one or more the following species: Black Mangrove (Avicennia Nitida), red mangrove
(Rhizophora mangle), white mangrove (Languncularia racemosa) and buttonwood (Conocarpus
Erecta)
Market value. The price at which a property will change hands between a willing buyer and a
willing seller, neither party being under compulsion to buy or sell and both having reasonable
knowledge of relevant facts. As used in this ordinance, the term refers to the market value of
buildings and structures, excluding the land and other improvements on the parcel. Market
value may be established by a qualified independent appraiser, Actual Cash Value
(replacement cost depreciated for age and quality of construction), or 120% of tax assessment
value (improvement only) set by Martin County Property Appraiser.
Mean sea level means the average height of the sea for all stages of the tide. It is used as a
reference for establishing various elevations within the floodplain. For purposes of this article,
the term is synonymous with North American Vertical Datum (NAVD) of 1988.
New construction. For the purposes of administration of this ordinance and the flood resistant
construction requirements of the Florida Building Code, structures for which the “start of
construction” commenced on or after June 4, 1978 and includes any subsequent improvements
to such structures.
Public safety and nuisance means anything which is injurious to safety or health of the town
or a neighborhood, or any considerable number of persons, or unlawfully obstructs the free
passage or use, in the customary manner, of any navigable lake, or river, bay, stream, canal, or
basin.
Riverine means relating to, formed by, or resembling a river (including tributaries), stream,
brook, etc.
Sand dunes. Naturally occurring accumulations of sand in ridges or mounds landward of the
beach.
Special flood hazard area. An area in the floodplain subject to a 1 percent or greater chance of
flooding in any given year. Special flood hazard areas are shown on FIRMs as Zone A, AO,
A1-A30, AE, A99, AH, V1-V30, VE or V. [Also defined in FBC, B Section 1612.2.]
Start of construction. The date of issuance for new construction and substantial improvements
to existing structures, provided the actual start of construction, repair, reconstruction,
rehabilitation, addition, placement, or other improvement is within 180 days of the date of the
issuance. The actual start of construction means either the first placement of permanent
construction of a building (including a manufactured home) on a site, such as the pouring of slab
or footings, the installation of piles, the construction of columns.
Permanent construction does not include land preparation (such as clearing, grading, or
filling), the installation of streets or walkways, excavation for a basement, footings, piers, or
foundations, the erection of temporary forms or the installation of accessory buildings such as
garages or sheds not occupied as dwelling units or not part of the main buildings. For a
substantial improvement, the actual “start of construction” means the first alteration of any wall,
ceiling, floor or other structural part of a building, whether or not that alteration affects the
18
external dimensions of the building. [Also defined in FBC, B Section 1612.2.]
Subdivision. The dividing of property into 3 or more lots, parcels, tracts etc.
Substantial damage. Damage of any origin sustained by a building or structure whereby the
cost of restoring the building or structure to its before-damaged condition would equal or exceed
50 percent of the market value of the building or structure before the damage occurred. [Also
defined in FBC, B Section 1612.2.]
Substantial improvement. Any repair, reconstruction, rehabilitation, addition, or other
improvement of a building or structure, the cost of which equals or exceeds 50 percent of the
market value of the building or structure before the improvement or repair is started. If the
structure has incurred "substantial damage," any repairs are considered substantial
improvement regardless of the actual repair work performed. The term does not, however,
include either: [Also defined in FBC, B, Section 1612.2.]
(1) Any project for improvement of a building required to correct existing health, sanitary, or
safety code violations identified by the building official and that are the minimum
necessary to assure safe living conditions.
(2) Any alteration of a historic structure provided the alteration will not preclude the
structure's continued designation as a historic structure.
Variance. A grant of relief from the requirements of this ordinance, or the flood resistant
construction requirements of the Florida Building Code, which permits construction in a manner
that would not otherwise be permitted by this ordinance or the Florida Building Code.
Watercourse. A river, creek, stream, channel or other topographic feature in, on, through, or
over which water flows at least periodically.
Water surface elevation means the height, in relation to the datum cited in the FIS or FIRM, of
floods of various magnitudes and frequencies in the floodplains of coastal or riverine areas.
ARTICLE V - FLOOD RESISTANT DEVELOPMENT
DIVISION 1 - BUILDINGS AND STRUCTURES
Sec. 58-97.- Design and construction of buildings, structures and facilities exempt from
the Florida Building Code. Pursuant to Section 58-39 of this ordinance, buildings, structures,
and facilities that are exempt from the Florida Building Code, including substantial improvement or
repair of substantial damage of such buildings, structures and facilities, shall be designed and
constructed in accordance with the flood load and flood resistant construction requirements of
ASCE 24. Structures exempt from the Florida Building Code that are not walled and roofed buildings
shall comply with the requirements of Article V Division 5 of this ordinance.
DIVISION 2 - SUBDIVISIONS
Sec. 58-103.- In addition to the requirements of Chapter 78 subdivision the following
requirements apply.
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Sec. 58-104.- Minimum requirements. Subdivision proposals shall be reviewed to determine
that:
(1) Such proposals are consistent with the need to minimize flood damage and will be
reasonably safe from flooding;
(2) All public utilities and facilities such as sewer, gas, electric, communications, and water
systems are located and constructed to minimize or eliminate flood damage; and
(3) Adequate drainage is provided to reduce exposure to flood hazards; in Zones AH and
AO, adequate drainage paths shall be provided to guide floodwaters around and away
from proposed structures.
Sec. 58-105.- Subdivision plats. Where any portion of proposed subdivisions lies within a flood
hazard area, the following shall be required:
(1) Delineation of flood hazard areas, floodway boundaries and flood zones, and design
flood elevations, as appropriate, shall be shown on preliminary plats; and
(2) Compliance with the site improvement and utilities requirements of Article V Division 3 of
this ordinance.
DIVISION 3 - SITE IMPROVEMENTS, UTILITIES AND LIMITATIONS
Sec. 58-111.- Minimum requirements. All proposed new development shall be reviewed to
determine that:
(1) Such proposals are consistent with the need to minimize flood damage and will be
reasonably safe from flooding;
(2) All public utilities and facilities such as sewer, gas, electric, communications, and water
systems are located and constructed to minimize or eliminate flood damage; and
(3) Adequate drainage is provided to reduce exposure to flood hazards; in Zones AH and
AO, adequate drainage paths shall be provided to guide floodwaters around and away
from proposed structures.
Sec. 58-112.- Sanitary sewage facilities. All new and replacement sanitary sewage facilities,
private sewage treatment plants (including all pumping stations and collector systems), and onsite waste disposal systems shall be designed in accordance with the standards for onsite
sewage treatment and disposal systems in Chapter 64E-6, F.A.C. and ASCE 24 Chapter 7 to
minimize or eliminate infiltration of floodwaters into the facilities and discharge from the facilities
into flood waters, and impairment of the facilities and systems.
Sec. 58-113.- Water supply facilities. All new and replacement water supply facilities shall be
designed in accordance with the water well construction standards in Chapter 62-532.500,
F.A.C. and ASCE 24 Chapter 7 to minimize or eliminate infiltration of floodwaters into the
systems.
Sec. 58-114.- Limitations on sites in regulatory floodways. No development, including but
not limited to site improvements, and land disturbing activity involving fill or regrading, shall be
20
authorized in the regulatory floodway unless the floodway encroachment analysis required in
Section 58-52(1) of this ordinance demonstrates that the proposed development or land
disturbing activity will not result in any increase in the base flood elevation.
Sec. 58-115.- Limitations on placement of fill. Subject to the limitations of this ordinance, fill
shall be designed to be stable under conditions of flooding including rapid rise and rapid
drawdown of floodwaters, prolonged inundation, and protection against flood-related erosion
and scour..
Sec. 58-116.- Limitations on sites in coastal high hazard areas (Zone V). In coastal high
hazard areas, alteration of sand dunes and mangrove stands shall be permitted only if such
alteration is approved by the Florida Department of Environmental Protection and only if the
engineering analysis required by Section 58-52(4) of this ordinance demonstrates that the
proposed alteration will not increase the potential for flood damage. Construction or restoration
of dunes under or around elevated buildings and structures shall comply with Section 58-139(3)
of this ordinance.
Secs. 58-117 through 58-121.- Reserved.
DIVISION 4 - TANKS
Sec. 58-122.- Underground tanks. Underground tanks in flood hazard areas shall be
anchored to prevent flotation, collapse or lateral movement resulting from hydrodynamic and
hydrostatic loads during conditions of the design flood, including the effects of buoyancy
assuming the tank is empty.
Sec. 58-123.- Above-ground tanks, not elevated. Above-ground tanks that do not meet the
elevation requirements of Section 58-124 of this ordinance shall:
(1) Be permitted in flood hazard areas (Zone A) other than coastal high hazard areas,
provided the tanks are anchored or otherwise designed and constructed to prevent
flotation, collapse or lateral movement resulting from hydrodynamic and hydrostatic
loads during conditions of the design flood, including the effects of buoyancy assuming
the tank is empty and the effects of flood-borne debris.
(2) Not be permitted in coastal high hazard areas (Zone V).
Sec. 58-124.- Above-ground tanks, elevated. Above-ground tanks in flood hazard areas shall
be attached to and elevated to or above the design flood elevation on a supporting structure that
is designed to prevent flotation, collapse or lateral movement during conditions of the design
flood. Tank-supporting structures shall meet the foundation requirements of the applicable flood
hazard area.
Sec. 58-125.- Tank inlets and vents. Tank inlets, fill openings, outlets and vents shall be:
(1) At or above the design flood elevation or fitted with covers designed to prevent the inflow
of floodwater or outflow of the contents of the tanks during conditions of the design flood;
and
(2) Anchored to prevent lateral movement resulting from hydrodynamic and hydrostatic
loads, including the effects of buoyancy, during conditions of the design flood.
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DIVISION 5 - OTHER DEVELOPMENT
Sec. 58-131.- Critical Facilities. The following are prohibited in Special Flood Hazard Areas:
1.
Critical Facilities
2.
Hazardous Materials
Sec. 58-132.- General requirements for other development. All development, including manmade changes to improved or unimproved real estate for which specific provisions are not
specified in this ordinance or the Florida Building Code, shall:
(1) Be located and constructed to minimize flood damage;
(2) Meet the limitations of Section 58-111 of this ordinance if located in a regulated
floodway;
(3) Be anchored to prevent flotation, collapse or lateral movement resulting from hydrostatic
loads, including the effects of buoyancy, during conditions of the design flood;
(4) Be constructed of flood damage-resistant materials; and
(5) Have mechanical, plumbing, and electrical systems above the design flood elevation,
except that minimum electric service required to address life safety and electric code
requirements is permitted below the design flood elevation provided it conforms to the
provisions of the electrical part of building code for wet locations.
Sec. 58-133.- Fences in regulated floodways. Fences in regulated floodways that have the
potential to block the passage of floodwaters, such as stockade fences and wire mesh fences,
shall meet the limitations of Section 58-111 of this ordinance.
Sec. 58-134.- Retaining walls, sidewalks and driveways in regulated floodways. Retaining
walls and sidewalks and driveways that involve the placement of fill in regulated floodways shall
meet the limitations of Section 58-111 of this ordinance.
Sec. 58-135.- Roads and watercourse crossings in regulated floodways. Roads and
watercourse crossings, including roads, bridges, culverts, low-water crossings and similar
means for vehicles or pedestrians to travel from one side of a watercourse to the other side, that
encroach into regulated floodways shall meet the limitations of Section 58-111 of this ordinance.
Alteration of a watercourse that is part of a road or watercourse crossing shall meet the
requirements of Section 58-51(3) of this ordinance.
Sec. 58-136.- Concrete slabs used as parking pads, enclosure floors, landings, decks,
walkways, patios and similar nonstructural uses in coastal high hazard areas (Zone V).
In coastal high hazard areas, concrete slabs used as parking pads, enclosure floors, landings,
decks, walkways, patios and similar nonstructural uses are permitted beneath or adjacent to
buildings and structures provided the concrete slabs are designed and constructed to be:
(1) Structurally independent of the foundation system of the building or structure;
(2) Frangible and not reinforced, so as to minimize debris during flooding that is capable of
causing significant damage to any structure; and
(3) Have a maximum slab thickness of not more than four (4) inches.
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Sec. 58-137.- Decks and patios in coastal high hazard areas (Zone V). In addition to the
requirements of the Florida Building Code, in coastal high hazard areas and decks and patios
shall be located, designed, and constructed in compliance with the following:
(1) A deck that is structurally attached to a building or structure shall have the bottom of the
lowest horizontal structural member at or above the design flood elevation and any
supporting members that extend below the design flood elevation shall comply with the
foundation requirements that apply to the building or structure, which shall be designed
to accommodate any increased loads resulting from the attached deck.
(2) A deck or patio that is located below the design flood elevation shall be structurally
independent from buildings or structures and their foundation systems, and shall be
designed and constructed either to remain intact and in place during design flood
conditions or to break apart into small pieces to minimize debris during flooding that is
capable of causing structural damage to the building or structure or to adjacent buildings
and structures.
(3) A deck or patio that has a vertical thickness of more than twelve (12) inches or that is
constructed with more than the minimum amount of fill necessary for site drainage shall
not be approved unless an analysis prepared by a qualified registered design
professional demonstrates no harmful diversion of floodwaters or wave runup and wave
reflection that would increase damage to the building or structure or to adjacent buildings
and structures.
(4) A deck or patio that has a vertical thickness of twelve (12) inches or less and that is at
natural grade or on nonstructural fill material that is similar to and compatible with local
soils and is the minimum amount necessary for site drainage may be approved without
requiring analysis of the impact on diversion of floodwaters or wave runup and wave
reflection.
Sec. 58-138.- Other development in coastal high hazard areas (Zone V). In coastal high
hazard areas, development activities other than buildings and structures shall be permitted only
if also authorized by the appropriate federal, state or local authority; if located outside the
footprint of, and not structurally attached to, buildings and structures; and if analyses prepared
by qualified registered design professionals demonstrate no harmful diversion of floodwaters or
wave runup and wave reflection that would increase damage to adjacent buildings and
structures. Such other development activities include but are not limited to:
(1) Bulkheads, seawalls, retaining walls, revetments, and similar erosion control structures;
(2) Solid fences and privacy walls, and fences prone to trapping debris, unless designed
and constructed to fail under flood conditions less than the design flood or otherwise
function to avoid obstruction of floodwaters; and
(3) On-site sewage treatment and disposal systems defined in 64E-6.002, F.A.C., as filled
systems or mound systems.
Sec. 58-139.- Nonstructural fill in coastal high hazard areas (Zone V). In coastal high
hazard areas:
(1) Minor grading and the placement of minor quantities of nonstructural fill shall be
permitted for landscaping and for drainage purposes under and around buildings.
(2) Nonstructural fill with finished slopes that are steeper than one unit vertical to five units
horizontal shall be permitted only if an analysis prepared by a qualified registered design
professional demonstrates no harmful diversion of floodwaters or wave runup and wave
23
reflection that would increase damage to adjacent buildings and structures.
(3) Where authorized by the Florida Department of Environmental Protection or applicable
local approval, sand dune construction and restoration of sand dunes under or around
elevated buildings are permitted without additional engineering analysis or certification of
the diversion of floodwater or wave runup and wave reflection if the scale and location of
the dune work is consistent with local beach-dune morphology and the vertical clearance
is maintained between the top of the sand dune and the lowest horizontal structural
member of the building.
SECTION 4. Chapter 50 of the Sewall’s Point Code of Ordinances is hereby amended by
the following administrative amendments to the Florida Building Code, Building.
104.10.1 Modifications of the strict application of the requirements of the Florida
Building Code. The Building Official shall coordinate with the Floodplain Administrator
to review requests submitted to the Building Official that seek approval to modify the
strict application of the flood resistant construction requirements of the Florida Building
Code to determine whether such requests require the granting of a variance pursuant to
Section 117.
107.3.5 Minimum plan review criteria for buildings.
Commercial Buildings: Building
8. Structural requirements shall include:
Flood requirements in accordance with Section 1612, including lowest floor
elevations, enclosures, declaration of land restriction (nonconversion
agreement), flood damage-resistant materials.
Residential (one- and two-family)
6. Structural requirements shall include:
Flood hazard areas, flood zones, design flood elevations, lowest floor elevations,
enclosures, declaration of land restriction (nonconversion agreement),
equipment, and flood damage-resistant materials.
107.6.1 Building permits issued on the basis of an affidavit. Pursuant to the
requirements of federal regulation for participation in the National Flood Insurance
Program (44 C.F.R. Sections 59 and 60), the authority granted to the Building Official to
issue permits, to rely on inspections, and to accept plans and construction documents on
the basis of affidavits and plans submitted pursuant to Section 105.14 and Section
107.6, shall not extend to the flood load and flood resistance construction requirements
of the Florida Building Code.
117 VARIANCES IN FLOOD HAZARD AREAS
117.1 Flood hazard areas. Pursuant to section 553.73(5), F.S., the variance
procedures adopted in the local floodplain management ordinance shall apply to
requests submitted to the Building Official for variances to the provisions of Section
1612.4 of the Florida Building Code, Building or, as applicable, the provisions of R322 of
the Florida Building Code, Residential. This section shall not apply to Section 3109 of
the Florida Building Code, Building.
24
the following technical amendments to the Florida Building Code, Building.
1612.4.1 Elevation requirements. The minimum elevation requirements shall be as
specified in ASCE 24 or the base flood elevation plus 3 feet (915 mm), of freeboard
whichever is higher.
the following technical amendments to the Florida Building Code, Residential.
R322.2.1 Elevation requirements.
1. Buildings and structures in flood hazard areas, not including flood hazard
areas designated as V Zone, shall have the lowest floors elevated to or above
the base flood elevation plus 3 feet, or the design flood elevation, whichever is
higher.
Exception: Enclosed areas below the design flood elevation, including
basements with floors that are not below grade on all sides, shall meet the
requirements of Section 322.2.2.
2. The use of fill for structural support is prohibited.
R322.2.2 Enclosed area below design flood elevation. Enclosed areas, including
crawl spaces, that are below the design flood elevation shall:
1. Be used solely for parking of vehicles, building access or storage. The interior
portion of such enclosed areas shall not be partitioned or finished into separate rooms
except for stairwells, ramps, and elevators.
2. Be provided with flood openings that meet the following criteria:
2.1. There shall be a minimum of two openings on different sides of each enclosed
area; if a building has more than one enclosed area below the design flood
elevation, each area shall have openings on exterior walls.
2.2. The total net area of all openings shall be at least 1 square inch (645 mm²) for
each square foot (0.093 m²) of enclosed area, or the openings shall be designed
and the construction documents shall include a statement by a registered design
professional that the design of the openings will provide for equalization of
hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit
of floodwaters as specified in Section 2.6.2.2 of ASCE 24.
2.3. The bottom of each opening shall be 1 foot (305 mm) or less above the
adjacent ground level.
2.4. Openings shall be not less than 3 inches (76 mm) in any direction in the plane
of the wall.
2.5. Any louvers, screens or other opening covers shall allow the automatic flow of
floodwaters into and out of the enclosed area.
2.6. Openings installed in doors and windows, that meet requirements 2.1 through
2.5, are acceptable; however, doors and windows without installed openings do not
meet the requirements of this section.
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R322.3.2 Elevation requirements.
1. All buildings and structures erected within coastal high-hazard areas shall be elevated
so that the lowest portion of all structural members supporting the lowest floor, with the
exception of mat or raft foundations, piling, pile caps, columns, grade beams and
bracing, is:
1.1 Located at or above the base flood elevation plus 3 feet or the design flood
elevation, whichever is higher, if the lowest horizontal structural member is oriented
parallel to the direction of wave approach, where parallel shall mean less than or equal
to 20 degrees (0.35 rad) from the direction of approach, or
1.2 Located at the base flood elevation plus 3 feet, or the design flood elevation,
whichever is higher, if the lowest horizontal structural member is oriented perpendicular
to the direction of wave approach, where perpendicular shall mean greater than
20 degrees (0.35 rad) from the direction of approach.
2. Basement floors that are below grade on all sides are prohibited.
3. The use of fill for structure support is prohibited.
4. Minor grading, and the placement of minor quantities of fill, shall be permitted for
landscaping and for drainage purposes under and around buildings and for support of
parking slabs, pool decks, patios and walkways.
Exception: Walls and partitions enclosing areas below the design flood elevation shall meet
the requirements of Sections R322.3.4 and R322.3.5.
R322.3.4 Walls below design flood elevation. Walls are permitted below the elevated
floor, provided that such walls are not part of the structural support of the building or
structure and:
1.
Electrical, mechanical, and plumbing system components are not to be mounted on
or penetrate through walls that are designed to break away under flood loads; and
2.
Are constructed with insect screening or open lattice; or
3.
Are designed to break away or collapse without causing collapse, displacement or
other structural damage to the elevated portion of the building or supporting
foundation system. Such walls, framing and connections shall have a design safe
loading resistance of not less than 10 (470 Pa) and no more than 20 pounds per
square foot (958 Pa); or
4.
Where wind loading values of this code exceed 20 pounds per square foot (958 Pa),
the construction documents shall include documentation prepared and sealed by a
registered design professional that:
4.1. The walls below the design flood elevation have been designed to collapse
from a water load less than that which would occur during the design flood.
4.2. The elevated portion of the building and supporting foundation system have
been designed to withstand the effects of wind and flood loads acting
simultaneously on all building components (structural and nonstructural). Water
loading values used shall be those associated with the design flood. Wind loading
values used shall be those required by this code.
SECTION 7. CHAPTER 78-2 SUBDIVISIONS. Is hereby amended to add the following:
Sec. 78-2.- Purpose and Applicability of Chapter.
d.
In addition to all other requirements of this chapter, all subdivisions shall comply
with the requirements and approval processes in Chapter 58, Article V, Division 2
Subdivisions
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SECTION 8. FISCAL IMPACT STATEMENT.
In terms of design, plan application review, construction and inspection of buildings and
structures, the cost impact as an overall average is negligible in regard to the local technical
amendments because all development has been subject to the requirements of the local
floodplain management ordinance adopted for participation in the National Flood Insurance
Program. In terms of lower potential for flood damage, there will be continued savings and
benefits to consumers.
SECTION 9. APPLICABILITY.
For the purposes of jurisdictional applicability, this ordinance shall apply in the Town of Sewall’s
Point. This ordinance shall apply to all applications for development, including building permit
applications and subdivision proposals, submitted on or after March 16, 2015.
SECTION 10. REPEALER.
Any and all ordinances and regulations in conflict herewith are hereby repealed to the extent of
any conflict. This ordinance specifically repeals Chapter 58 in it’s entirely and the following
ordinance(s): 109, 147, 165, 228, 310, 319 and 331.
SECTION 11. INCLUSION INTO THE CODE OF ORDINANCES.
The provisions of this ordinance shall become and be made a part of the Town of Sewall’s Point
Code of Ordinances, and that the sections of this ordinance may be renumbered or re-lettered
and the word “ordinance” may be changed to “section,” “article,” “regulation,” or such other
appropriate word or phrase in order to accomplish such intentions.
SECTION 12. SEVERABILITY.
If any section, subsection, sentence, clause or phrase of this ordinance is, for any reason,
declared by the courts to be unconstitutional or invalid, such decision shall not affect the validity
of the ordinance as a whole, or any part thereof, other than the part so declared.
SECTION 13. EFFECTIVE DATE.
This ordinance shall take effect on March 16, 2015.
_________________________offered the Ordinance for its first reading and moved its
adoption. The motion was seconded by ______________________, and upon being put to a
vote, the vote was:
PAUL LUGER, MAYOR
DAN MORRIS, VICE MAYOR
VINCENT N. BARILE, COMMISSIONER
JAMES W. CAMPO, COMMISSIONER
JACQUI THURLOW-LIPPISCH, COMMISSIONER
27
AYE
____
____
____
____
____
NAY
____
____
_____
_____
_____
_________________________offered the Ordinance for its second reading and moved its
adoption. The motion was seconded by ______________________, and upon being put to a
vote, the vote was:
PAUL LUGER, MAYOR
DAN MORRIS, VICE MAYOR
VINCENT N. BARILE, COMMISSIONER
JAMES W. CAMPO, COMMISSIONER
JACQUI THURLOW-LIPPISCH, COMMISSIONER
AYE
____
____
____
____
____
NAY
____
____
_____
_____
_____
The Mayor thereupon declared this Ordinance approved and adopted by the Town Commission
on this ________ day of ___________________, 2015.
_________________________________________
PAUL LUGER, MAYOR
ATTEST:
Approved as to form and legal sufficiency:
_________________________
Lakisha Burch, Town Clerk
(TOWN SEAL)
__________________________________
Florida Bar No.: 343374
28
Town Manager
TO:
FROM:
SUBJECT:
Agenda Item 5
Commission Appointments to Regional/State Boards
Background: Current committee appointments are as follows:
Committee
Commissioner
Expires
Meeting Dates
Airport Noise Advisory Committee
Barile
none
Quarterly, 4th
Thursday
Florida League of Cities
Barile
1 yr.
Annual Meeting
Metropolitan Planning Organization
Barile
(as of 10/28/14)
1 yr.
Quarterly:
Jan 23, Apr 24,
Jul 24, Oct 30
Regional Planning Council
Thurlow-Lippisch (as
of 11/18/14)
1 yr.
Jan 17, Mar 21,
May 16, July 18,
Sept 19, Dec 12
Tourist Development Council
vacant
1 yr.
Treasure Coast Council of Local
Governments
Luger
1 yr.
Treasure Coast Regional League
of Cities
Barile
First Wednesday of
every month
1 yr.
Recommendation:
Third Wednesday
every other month
Staff requests that the Commission advise of its appointments.
Town Manager
TO:
FROM:
SUBJECT:
Agenda Item 6.a.
Code Enforcement Board Appointments
Background: Sewall’s Point Ordinance, Sec. 18-116 provides as follows: “There shall be a
board known as the Code Enforcement Board of the Town of Sewall's Point, Florida, which shall
consist of five full-time members and five alternate members. Members of the code enforcement
board shall be residents of the town.”
Each commissioner shall nominate one member and one alternate, whose terms shall run
concurrently with the commissioner's term of office unless the member is otherwise removed from
the board as set forth herein. The nominations shall be approved by a majority vote of the
commissioners present when the vote is taken. Any member may be reappointed for successive
terms upon the appropriate nomination and the approval of the town commission.”
At the November 18, 2014 Organization meeting the Commission directed that Town Manager
Walker send out an announcement advising that the Town Commission is seeking Applicants for
the Code Enforcement Board. Town Manager Walker sent out the announcement on November
21, 2014. The following residents responded and requested to be appointed to the Board:
William McKenna
Rich Krett
Nick Ferraro
The current membership of the Code Enforcement Board is attached.
Recommendation: Staff recommends that each Commissioner appoint one (1) member and one
(1) alternate member to the Code Enforcement Board.
CODE ENFORCEMENT BOARD MEMBERS
NAME
Raymond Lubina, Chair
Carol Ball
Carol Chontos
Michael Raskin
Robert Rimer
Raymond Bergman, Alt.
Robert Kilbride, Attorney
TERM OF OFFICE
TELEPHONE #
ADDRESS/EMAIL
Expires 11/14
Expires 11/14
Expires 11/14
Expires 11/14
Expires 11/14
Expires 11/14
Expires 11/14
463-0589
220-1483
10 N. Via Lucindia
9 Heritage Way
83 S. Sewall’s Point
144 N. Sewall’s Point Rd.
29 S. River Rd.
24 N. Sewall’s Point Rd.
4 Lantana Lane
219-1744
288-3142
283-0000
287-4444 (O)
William N. McKenna IV | LinkedIn
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William N. McKenna IV
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Stuart, Florida
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Summary
I have a 25 year success record in producing top Sales & Management teams during my career
across venture backed Start-Ups to Fortune 100 publicly traded companies in the Enterprise
Software and E-commerce industries. I effectively manage and drive the sales life-cycle which
drives substantial growth for my employers, companies and projects. I specializes in new business
development, key account management, sales team management, creating industry alliances &
partnerships, and closing very large complex transactions.
> Provide Best-in-Class Business Development and Customer Engagement Strategies.
> Technically Current, Forward Thinking, Entrepreneurial, Innovative and Analytically Minded.
> Cultivates Trust-Based Business Relationships at the C-level.
> Exemplary Presentation, Interpersonal and Communication Skills.
Experience
Founder & CEO
MarineFuel.com, LLC
January 2008 – January 2013 (5 years 1 month) | Stuart, FL
National Sales Director
Fullscope
2007 – 2008 (1 year) | Greater Denver Area
https://www.linkedin.com/in/williamnmckennaiv
1/23/2015
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Sales Executive
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CDC Software
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2005 – 2007 (2 years) | Greater Atlanta Area
Vice President Sales
Syngistix, Inc.
2002 – 2005 (3 years) | Greater Denver Area
Sales Manager | New England
Corporate Express Imaging and Computer Graphic Supply
2000 – 2002 (2 years) | Greater Boston Area
National Sales Executive
1997 – January 2000 (3 years) | Greater Denver Area
Sales Executive
Richard Young Products
Skills
Start-ups
CRM
New Business Development
Selling
Enterprise Software
Public Speaking
SaaS
Sales Management
Project Management
Strategic Partnerships
Business Development
Contract Negotiation
Mobile Applications
Business Strategy
Leadership
See 35+
Education
Regis University
Bachelor of Science (B.S.), International Business & Finance
1991 – 1995
Regis University is proud to stand among the 28 Jesuit colleges and universities in the United
States, which share the Jesuit vision of a values-centered education that shapes intelligent decisionmaking and strengthens commitment to community service.
Regis nurtures the life of the mind and the pursuit of truth within an environment conducive to
effective teaching, learning and personal development. Students benefit from small student-toteacher ratios and personal attention from dedicated, award-winning faculty at all three of our
colleges and schools.
Regis University is consistently analyzing its approach to higher education and updating classrooms
and facilities. By working with faculty who have real-world experience and stay current on the latest
trends in industry, as well as taking advantage of learning labs and internships, students understand
how their knowledge can be applied to real world situations.
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Cardigan Mountain School
1983 – 1985
Cardigan's Core Values
To achieve our mission, we reward effort and accomplishment, helping each boy realize his
academic, physical, and personal potential through the integration of the following core values in all
aspects of daily life.
COMPASSION
We cherish the quality of kindness, asking each member of our community to “love thy neighbor as
thyself,” and we embrace the importance of service for the greater good.
HONESTY
We expect rigorous honesty in all dealings.
RESPECT
We teach respect for all individuals, embracing an appreciation for diverse perspectives.
INTEGRITY
We cultivate personal integrity, underscoring our commitment to “doing the right thing,” through
community discussion, public example, and role modeling.
FAIRNESS
We believe that all people deserve the opportunity to grow and develop, succeed and fail, in a safe
environment that values intent, effort, and accomplishment free from bias and prejudice.
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1/23/2015
RICHARD D. KRETT
3 Miramar Road
Stuart, FL 34996
Cell (302) 437-6524
Email: [email protected]
________________________________________________________________________
EDUCATION
Wilmington University
New Castle, Delaware
Doctoral Dissertation:
Ed.D. Invocation & Leadership
awarded August, 2007
Life Matters: The initial impact of Delaware’s
graduated drivers licensing program
Wilmington College
M.S.M. awarded May, 2003
Graduate Program:
Awards:
Honors:
Management - Public Administration
Trustees Award for Service
Magna Cum Laude
Thesis:
New Castle County Emergency Medical Services
Overcoming Recruitment and Staffing Problems
Wilmington College
Undergraduate Program:
Honors:
B.S. awarded August, 2002
Human Resources Management
Delta Epsilon Rho Honor Society
Delaware Technical & Community College
Newark, Delaware
Program:
Honors:
A.A.S. awarded August, 2000
Emergency Services Management
Dean’s List
Richard D. Krett
Curricula Vitae
Page 2
PROFESSIONAL EXPERIENCE
Wilmington University
College of Business
August 2003 to present
Adjunct Professor











Instruction of various undergraduate and graduate level courses
o Marketing, Services Marketing, Leadership Foundations,
Group Processes & Facilitation Skills, Organizational Theory &Design,
Leadership Development and Change Management, Law,
Regulation & the Workplace, Legal & Ethical Aspects of Organizations,
Fundamentals of Bio-Terrorism, The Art of Leadership
Leadership Dynamics & Data-Driven Decision Making,
Analysis of Decision Making, Labor Relations & Collective Bargaining,
Seminar in Health Care Administration, Healthcare Policy & Economics
Coordinate courseware and curriculum with academic department chair
Course development and management of all course materials
Initial development and redevelopment of distance learning courses
Provide student guidance and mentoring
Thesis & dissertation advisement
Evaluate individual student performance
Maintain academic proficiency and knowledge modern teaching methods
Participate in faculty development activities.
Served on the Wilmington University Ed.D. Advisory Committee
Serve on the Wilmington University Graduate Advisory Committee
New Castle County (DE) Department of Public Safety
Emergency Medical Services Division
Assistant Chief







October 1985 to 2014
(Full service retirement on 11/07/14)
9/05 – 11/2014
Responsible for the direct oversight of a county-wide (494 sq. miles)
advanced life support 911 system
Responsible for administrative, operational, technical, and public
education functions of the Emergency Medical Services Division
(Paramedic Services)
Responsible for the development and administration of a $14 million
dollar budget
Responsible for direct oversight of the Paramedic Training Academy
Responds to critical emergency incidents and provides direction and
guidance
Conducts all critical internal investigations and reviews
Responsible for Risk Management and designated as the Infection
Control Officer
Richard D. Krett
Curricula Vitae
Page 3




Captain
Responsible for employee and labor relations
Develops and implements divisional policies and procedures
Responsible for compliance of all safety and health mandates
Provides quality assurance and implements programs to ensure quality
improvement
2/98 – 9/05







Paramedic





Executive Officer for the operational branch of the Emergency Medical
Services Division
Responsible for the direct oversight of a county-wide advanced life
support 911 system
Responded to critical emergency incidents and provided direction and
guidance
Commanded one hundred sixteen emergency medical services personnel
(EMS Lieutenants, Sergeants & Paramedics)
Coordinated the inspection of departmental operating procedures,
facilities and performance to ensure compliance
Coordinated the workplace safety education and training programs
Provided quality assurance reviews of the Emergency Medical Dispatch
System
9/86 – 2/98
Provided Advanced Life Support Care to the citizens of New Castle
County
Achieved national certification and instructorship levels in Advanced
Cardiac Life Support and Basic Cardiac Life Support
Work involved continued dealings with the public under extreme
emergency conditions
Recipient of numerous departmental commendations for exceptional
duty
Recipient of numerous letters of praise from the public
Emergency Call Operator


10/85 - 9/86
Operated the 911 emergency telephone answering service and recorded
the necessary information into a computer-aided dispatch system
Work involved continued dealings with the public by telephone under
emergency conditions
Richard D. Krett
Curricula Vitae
Page 4
PROFESSIONAL AFFILIATIONS & COMMUNITY SERVICE
American Cancer Society (1998 – 2014)
Relay for Life Committee Member – Safety & Risk Management
American Federation of State, County, & Municipal Employees Local 3109 (2003 - 2014)
President (2009 – 2014)
Vice President (2005 – 2009)
Negotiating Team Member (2005 – 2014)
Executive Board Member (2005 – 2014)
American Federation of State, County, & Municipal Employees Local 1607 (1985 – 2003)
President (1991 - 1998)
Negotiating Team & Grievance Committee Chairperson
AFSCME International Health & Safety Committee Member
American Heart Association (1985 – 2014)
Basic Life Support Training Center Faculty
Advanced Cardiac Life Support Instructor
Basic Life Support Instructor
Automated External Defibrillator Instructor
Good-Will Fire Company No. 1 (1980 – present)
President (2007 – 2011)
Board of Director (2005 - 2007)
President (2001-2002)
Life Active Member (2001)
Board of Director (1995 – 2001)
Chairman of the Board (1995)
Engine Captain (1981)
National Registry of Emergency Medical Technicians (1989 – present)
Nationally Certified Emergency Medical Technician - Paramedic
New Castle County Vocational & Technical School District Career Advisory Board
(2005– 2014)
PUBLICATIONS & RESEARCH
Polyheme National Clinical Trauma Trial - January 2004 - Prehospital Agency
Coordinator – New Castle County EMS (Krett) in association with Christiana Care
Health Systems and Northfield Laboratories. Polyheme is an oxygen carrying blood
substitute. Study to evaluate the life-saving potential of Polyheme when given to
severally injured patients.
Richard D. Krett
Curricula Vitae
Page 5
PUBLICATIONS & RESEARCH (continued)
Dickinson, E., Krett, R., & O’Connor, R. The impact of prehospital instant photography
of motor vehicle crashes on receiving physician perception. Prehospital Emergency Care
1997; 1:76–9.
PRESENTATIONS
New Castle County Department of Public Safety - EMS Sergeant’s Leadership Training,
New Castle, DE, April 2014
Vial of Life Presentations - January 1998 thru April 2014, Various locations in New
Castle County, DE
New Castle County Department of Public Safety - EMS Lieutenants and Sergeants
Leadership Training, New Castle, DE, January 2010
You, the Internet and Your Job, See4Life EMS Conference, Newark, DE, February 2008
Legal Aspect of EMS, See4Life EMS Conference, Newark, DE, February 2007
Medical and Ethical Considerations in EMS, See4Life EMS Conference - Newark, DE,
February 2006
Mass Casualty Incidents - Considerations and Deployment, See4Life EMS Conference,
Newark, DE, February 2006
Polyheme Prehospital Best Practices - Polyheme Investigator’s Meeting, Evanston, IL,
February 2005
Students Learn About Mortality (SLAM) Presentations - January 1998 thru April 2004,
various locations in New Castle County, DE and NJ.
References available upon request
Town Manager
TO:
FROM:
SUBJECT:
Agenda Item 6.b.
Board of Zoning Adjustment Appointments
Background: Sewall’s Point Ordinance, Sec. 2-101 provides as follows: “(a) There shall be a
board known as the board of zoning adjustment, which shall consist of five members appointed
by the town commission. (b) The town commission shall also appoint two alternate members of
the board of zoning adjustment to serve at the request of the chair of the board of zoning
adjustment if any regularly appointed member of the board of adjustment is unable to attend a
meeting of the board. (c) No regular member of the board of zoning adjustment or an alternate of
the board of zoning adjustment shall be appointed who holds an elective public office or is a public
employee or a public official, except in his capacity as a member of the board of zoning
adjustment, and, further, such regular or alternate member of the board of zoning adjustment
must be a resident of the town. (d) Members of the board of zoning adjustment shall serve for
overlapping terms of three years, or thereafter until their successors are appointed. Not more than
a minority of the terms of such members shall expire in any one year. (e) Vacancies for the
unexpired term of any member of the board shall be filled by the town commission.
At the November 18, 2014 Organization meeting the Commission directed that Town Manager
Walker send out an announcement advising that the Town Commission is seeking Applicants for
the Board of Zoning Adjustment. Town Manager Walker sent out the announcement on November
21, 2014. The following residents responded and requested to be appointed to the Board:
Frank Tidikis
Douette Pryce
William McKenna
Scott Wade
The current membership of the Board of Zoning Adjustment is attached.
Recommendation: Staff recommends that the Commission appoint five (5) members and two
(2) alternates and set the term for the Board of Zoning Adjustment.
Name
James Matthews
Frank Tidikis
Howard Preissman
Stephen Sedor
Fernando Giachino,Chair
Cyrus Kissling, Alternate
Douette Pryce, Alternate
Robert Kilbride, Attorney
BOARD OF ZONING ADJUSTMENT
Term of Office
Telephone #
Expires 9/14
561-441-2058
9 Pineapple Lane
Expires 8/15
220-6923
12 Cranes’ Nest
Expires 6/14
287-5490
30 Simara Street
Expires 12/14
c.284-9690/781-6082 5 Lantana Lane
Expires 9/14
221-9164
11 Rio Vista Drive
Expires 9/14
221-1242
4 Mindoro Street
Expires 8/15
954-258-2727
22 Fieldway Drive
287-4444 office
4 Lantana Lane
Address/Email
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
FRANK TIDIKIS
12 Cranes Nest
Stuart, FL 34996
(772) 220-6923 (Home)
EDUCATION
MBA Health Administration, Temple University, 1974
BBA Management/Economics, Temple University, 1972
HEALTH CARE EXPERIENCE
6/04-6/07
MDVIP, Inc.
Chief Operating Officer
Recruited by the founders of MDVIP, Inc, a privately held company
specializing in “Personalized Healthcare”, to achieve an operating profit,
accelerate the growth rate, develop the infrastructure necessary to
accommodate the growth and prepare the company for a public offering or
sale in early 2007. Accomplishments include:
 Analyzing the company’s business and developing a business plan that
emphasizes accelerated growth of both same store and new business.
 Putting a budget in place to support the business plan.
 Developing the infrastructure to support the growth which includes
revamping the IT function, establishing the HR framework, and
revamping selected departments.
 Reversed $3M of losses from 2004 and 2005. The company achieved
profitability in April of 2006.
 Worked with the founders to sell a minority interest in the company to
Summit Partners in December 2004; thereby, establishing a value for
the company of $40 million and securing the cash necessary to
accelerate the growth.
 Analyzed and revamped the sales process to provide scalability and to
position the company for continued growth in excess of thirty percent
per year.
 Worked with the founders to sell an additional thirty (30) percent of
the company to Proctor and Gamble in January of 2007, establishing
the value of the company at $225 million.
7/01-6/03
Network for Medical Communication and Research
President and CEO
The founders of the Network for Medical Communication and Research,
which is a privately held company that specializes in medical
communication in the oncology field, recruited me to build an
infrastructure and sell the business. Accomplishments included:
 Increased EBITDA from $5 million in 2001 to $14.6 million (trailing
twelve months) as of 30 June 2003.
 Reorganized the company into four operating units and hired a sales
force.
 Increased net margin from 37% in 2001 to 42% in 2003 by reducing
costs through contract re-negotiation and bringing contracted activities
in house.
 Installed a new computer system to capture data and to perform
longitudinal analysis on physician drug preferences for pharmaceutical
clients.
 Reduced turnover from 25% to less than 8%.
 Developed a planning and budgeting system with systematic reporting
of departmental activities.
 Negotiated a leveraged re-capitalization in January 2002, which
allowed the founders to take $22 million out of the business.
 Engaged Credit Suisse First Boston to represent the company in a sale
to Cardinal Health for between $110 (floor) million and $135 million
(ceiling).
6/99-7/01
CLEVELAND CLINIC FLORIDA
Cleveland Clinic Florida is one-hundred eighty-physician group practice
with locations in Fort Lauderdale and Naples. The Florida operation has
been in a negative cash flow situation since 1996.
Successfully completed three major construction projects on time and on
budget:
 A new two hundred thousand square foot clinic,
 A one-hundred fifty bed replacement hospital in Weston and
 A new seventy bed hospital in Naples.
Responsibilities included all aspects of opening the Naples Hospital, of
relocating the Fort Lauderdale activities to Weston and the day to day
management of all inpatient and outpatient activity of the Clinic.
Reorganized the administrative infrastructure to provide greater
accountability.
Improved medical group productivity by opening
physician templates and by converting to an electronic medical record;
improved cash flow by revamping the revenue cycle through overhauling
the registration process, establishing a pre-authorization unit and reorganizing collection activities.
5/98-9/01
MEDICAL DIAGNOSTIC IMAGING
Principal
Developed and opened a full service imaging center in Jupiter, Florida.
The facility opened in January of 1999 and turned cash flow positive in
the first six months of operation.
Grew the business to $5 million in revenue by developing a targeted
marketing and referral-tracking program; by providing excellent customer
service; by monitoring productivity and by controlling expenses.
Sold the business in October of 2001.
1/96 – 4/98
PHYMATRIX CORP.
Joined a start-up organization pre-IPO and re-organized the business units.
Instituted Policies and Procedures in Human Resources, billing,
collections, and purchasing.
Developed and directed the Information System strategy
Managed infrastructure growth – from January 1996 to July 1997, the
company grew from a revenue run rate of $120 million to $300 million;
pretax grew from a $10 million loss pre-IPO to a run rate of $26 million;
FTE’s grew from 450 to 2500; same store growth grew 24% annually
from FY 97 to FY 98.
04/81 - 1/96
TENET HEALTHCARE CORPORATION
(FORMERLY NATIONAL MEDICAL ENTERPRISES)
03/95 - 01/96
Senior Vice President
Physician Management Services
Developed the plan for a Regional MSO network to manage the practices
of employed physicians. Established three Regional MSO’s in Florida,
Texas and Louisiana.
Developed the plan for and began the installation of common data
platform business, accounting and operational systems for the MSO’s.
Developed the practice acquisition policy and guidelines for the company.
Negotiated various strategic physician acquisitions.
06/91 - 2/95
Executive Vice President
Eastern District, NME Hospital Group
Managed three regions, twenty-two hospitals totaling $150 million in pretax earnings. Grew pre-tax at a ten percent per annum rate.
Installed outcomes monitoring programs in four hospitals as pilot
programs. Concept was adopted company wide after significant cost per
discharge reductions.
Began re-engineering the care delivery systems in five hospitals and
significantly reduced labor costs on a per adjusted patient day basis.
Initiated the organization of IPA’s and PHO’s in all major markets.
Increased market share annually by packaging service programs,
aggressively pursuing managed care relationships, and expanding the
service base at various facilities.
Negotiated a joint venture arrangement with the Cleveland Clinic in
Broward County.
02/84 - 9/90
Vice President Operations
Eastern Region Hospital Group
Integrated four newly acquired facilities and directed the opening of two
new facilities into the NME system. Divested of three facilities.
Implemented a Florida wide marketing program aimed at the indemnity
insurance market. Developed a diabetes program as a core marketing
program for the Hospital Group. Negotiated an arrangement with Rader
Institute at two hospitals. Implemented a laser surgery program in two
Florida markets.

Installed a concurrent coding system and twenty-four hour hold
program in all Florida hospital; program was adopted Group
wide.

Worked with an excess liability carrier to develop a physician
malpractice insurance company.
Developed and negotiated joint ventures involving MRI, Outpatient
Diagnostics, Obstetrical services and hospital real estate.
Met or exceeded budget in five of six years.
04/81 - 02/84
Executive Director
Delray Community Hospital
Responsible for marketing, equipment, planning, organizing, staffing, and
opening a new facility.
The first year of operation closed with $1.9 million in pre-tax earning s
(October ‘82 - October ‘83).
Stabilized staffing at 5.2% turnover and 20.0 HPPD.
Initiated and obtained CON’s for a 120 bed SNF, 72 bed psychiatric
hospital, 60 bed rehabilitation hospital, 51 additional Med/Surg beds,
cardiac cath lab, and open heart surgical services in the development of
NME’s first health care campus.
Completed a ten year plan in three years.
06/78 - 04/81
HOSPITAL CORPORATION OF AMERICA
7/80 - 04/81
Managing Director
H.C.A. Service and Supply Company, Ltd.
Responsible to the President of the company for the management of the
Houston operation which was involved in the procurement and export of
U.S. medical supplies and equipment. Stemmed the loss of one million
dollars annually by reorganizing, streamlining and transferring the
operation to Nashville.
Additional responsibilities included business development, data
processing development, and accounting systems development for an
international network of supply companies. These companies were
strictly internationally oriented and designed to support HCA’s
international efforts.
06/78 - 07/80
KING FAISAL SPECIALIST HOSPITAL & RESEARCH CENTER
Assistant Administrator, Ancillary Services
Responsible for Laboratory, Medical Records, Pharmacy, Physical
Therapy, Cardiology (Cath Lab & EKG), Diagnostic, Radiology and
Respiratory Therapy in a tertiary care facility located in a developing
country. Ancillary services had over 400 employees and a budget of $30
million.
Planned, built and opened the first cardiac cath lab and open-heart surgery
program in the country.
01/76 - 06/78
AMERICAN MEDICORP, INC.
Administrator
Bashline Memorial Hospital & Grove City Hospital
Successfully merged two hospitals into United Community Hospital;
consolidated services; directed labor negotiations with 1199 and
developed an operating surplus of over $225,000 from a previous year’s
loss of $125,000.
01/76 - 06/77
Assistant Administrator
Tri County Hospital
Responsible EKG, Housekeeping, Laboratory, Maintenance, Medical
Records, Pharmacy, Physical Therapy and special projects.
06/74 - 01/76
St. Christopher’s Hospital for Children
Assistant Administrator
Patient Services
Responsible for Central Supply, Inhalation Therapy, Pharmacy, Play
Therapy, Social Services, Unit Management and Grants Management for
DPW and Child Abuse Programs.
06/74 - 10/75
Administrative Assistant
Responsible for Communication, Medical Records, Security, and special
projects.
9/73 - 06/74
Temple University Graduate School
Department of Health Administration, Medical Graduate Research
Assistant
Conducted data analysis and interpretation on Medical Optimal Services
Contract with U.S. Department of HEW.
MILITARY SERVICE
Branch:
Active Duty:
Rank:
Discharge:
United States Marine Corp.
10 February 1967 - 12 May 1970
Sergeant
Honorable, 15 December 1972
PROFESSIONAL ORGANIZATIONS AND ACTIVITIES
Board of Agency for
Healthcare Administration:
August 1992 - June 1995 - Board Member
Health Care Cost
Containment Board:
January 1990 - June 1992 - Board Member
Federation of American
Health Systems:
March 1989 - March 1996 - Board of Directors
Professional Liability
Insurance Company:
March 1988 - June 1996 - Board of Directors
Florida Hospital
Association:
December 1993 - June 1995 - Board of Directors
Florida League of Hospitals :
July 1986 - June 1995 - Board of Directors
January 1990 - June 1995 - Chairman
Health Planning Council:
District No. 9
October 1982 - October 1984 - Board Member
Mental Health board No. 9:
August 1982 - August 1983 - Board Member
Temple University Health
Administration Alumni
Association:
June 1974 - Present
Member and Chairman of Activities
Committee, 1974; Treasurer, 1975; Chairman of
Nominating Committee, 1977; Member of the Twentieth
Anniversary Blue Ribbon Committee, 1988.
AWARDS AND HONORS
President’s Award:
National Medical Enterprises 1982-83
Samuel Mink Memorial Award:
1974 from the Graduate School of Business, Temple
University.
Outstanding Graduate Health
Administration Program:
1974 from Temple University Health Administration
Alumni Association
LANGUAGES
Fluent:
Spanish
Conversation:
German, Arabic
PERSONAL
Date of Birth:
Martial Status:
Health:
Draft Status:
Height:
Weight:
Hobbies & Interest:
27 June 1947
Married, Three Children
Excellent
IV-A (Military Service Completed)
5'7-1/2"
200 lbs.
Camping, Canoeing, Hunting, Sailing, Winter Sports, Photography, Scuba
Diving, Skiing and Flying (currently hold a private pilot certificate)
222 NW Magnolia Lakes Blvd
St Lucie West , FL 34986
Phone: (561) 594-4486
E-Mail: [email protected]
Web: www.pryceresources.com
invoice
Bill To: Maxwell and Partners
Invoice No.:
001
1070 Shoreland Blvd.
Miami Shores Fl 33138
[email protected]
Customer ID:
MP-517 Archer,PSL
Date
Terms
Tax ID
Oct 2, 2008
On Receipt
20-2009562
¢ Douette Pryce, Principal, Pryce Resources LLC
Professional
Biography
Item
Description
Unit Price
Total
$375 Warrington
$375.00
1
and brush
property.
High weeds knock
cut and trash of the the
Mr.
Pryce, Clear
a US
Army
veteran
anddown,
graduate
College of Business, University of Florida, is a
removal.
dedicated
real
estate
development
professional.
In
2008
he
formed
Pryce
Resource LLC, a real estate
$60
$60.00
2
Remove and replace existing locks with new locks
$60
3
Site visit
and evaluation
(@ $60 per firm.
hr)
development
and
consulting
His focus is on development
of$60.00
feasible and sustainable real estate projects.
Over his real estate career he has been associated with:
•
Panattoni Development Company (PDC) a privately held, international full service development company
of industrial, office and retail facilities. His responsibilities involved the coordination, budgeting, permitting,
forecasting and management of various consultants
involved
with the development and construction of a
$495.00
Subtotal:
250,000 sq. ft. industrial project.
Tax:
Miscellaneous:
•
Balance Due:
$495.00
Opus South, an operating company of Opus Corporation, a national design/build firm responsibilities
included the acquisition, site planning and financial analysis of multiple office, and industrial, multi-family
and mixed-use projects throughout Florida with values from $100-$350 million.
Stiles Development of Fort Lauderdale, a large regional firm specializing in mixed-use, office, retail, and
industrial properties responsible for the planning, approval and management of office and retail properties in
Make all
checks payable
to Pryce Resources
LLC
South
Florida
with values
from $10 to $50 million.
•
If you have any questions concerning this invoice, contact Douette Pryce, (561)594-4486, [email protected]
THANK YOU FOR YOUR BUSINESS.
In 2009 thru August 2010 he was involved in the site planning, re-design and city approval of 100 acre Diplomat
Golf Resort and hotel in Hallandale Beach. He has been recently involved (2010-2013) in the site selection, due
diligence, design, re-development, and preservation of 3 historic apartment structures into a 4 star Historic
boutique 99 room hotel in the City of Miami Beach (South Beach), which has been operational since August
2013 with a 90% occupancy minimum. Along with sourcing small scale development opportunities for
development of Multifamily and Mixed use, he is now involved, as Owners Representative, in the design and
permitting of a 585 unit Affordable Apartment community in the City of Miami.
He is the recipient of the prestigious ULI 2007 Vision Award for Young Leader of the Year. Also in 2007 Mr.
Pryce was a Finalist award recipient of the South Florida Business Journal/Nova Southeastern University
2007 Up and Comers awards.
Mr. Pryce’s professional affiliations include: Urban Land Institute (ULI), where he is a current member of the
South Florida/Caribbean District Council’s Executive Committee, Executive Membership Chair. He is member
of Martin County Historic Preservation Board and also sits as an Alternate member of Zoning and Adjustment
Board of the Town of Sewalls Point.
Phone: (561) 594-4486
invoice
Invoice No.:
001
Resume
Douette Pryce, Principal, Pryce Resources LLC
Miami Shores Fl 33138
[email protected]
Customer
ID: development
MP-517 Archer,PSL
Overview:
Visionary executive adept in real
estate
and project management. Vast experience in
applying best practices, from top National Real Estate Development firms, that enhances and increases revenue
streams through rigorous financial modeling and assessment, strategic relationships, expert project management, and
Date
Terms
Tax ID
a focus
on the bottom
line.
Proven track record and exceptional leadership and business acumen in the varying
Oct 2, 2008
On Receipt
20-2009562
product types.
Item
Description
Unit Price
Total
$375
$375.00
1
Clear and brush property. High weeds knock down, cut and trash
Pryce
Resources
LLC, Principal, Sewalls Point, Florida
2005-Present
removal.
$60real estate development,
$60.00
Pryce
Resources
provides
Owners
services in
program and construction
2
Remove and
replace existing
locks with Representative
new locks
$60
$60.00
3
Siteservices
visit and evaluation
(@ $60 per and
hr)
management
to owners
investors.
Key Contributions:
§
§
§
§
§
§
§
§
§
Site selection and due diligence
Negotiate agreements with owners for acquisition of property for development opportunities.
Establish budgeting, and forecasting guidelines to enable success of clients project.
Identify and establish team needed for successful assessment and completion of project.
Assist in the pre-development process, design and programming.
$495.00
Subtotal:
Tax:
Assist in attaining correct zoning and entitlements (where necessary)
Negotiate with business and public utilities to eliminateMiscellaneous:
project obstacles.
$495.00
Balance Due:
Design review and coordination
Project management through construction process to completion.
Panattoni Development Inc, Development Manager, Fort Lauderdale, Florida 2007-2008
Premiere International Industrial and Office Developer that developed an average of 15 million square feet of space
per year in the United States, Canada and Europe.
Make all checks payable to Pryce Resources LLC
Developed
effective
executive
leadership
[email protected]
challenging the process, inspiring vision, modeling effective
If you have any questions
concerning
this invoice, contact
Douette Pryce,skills
(561)594-4486,
methods, enabling staff to excelTHANK
and
and
encouraging everyone to remain vigilant and focused on company
YOUperform,
FOR YOUR BUSINESS
.
goals. Responsible for fiscal management and development management of a 250,000 square foot, $21 Million Dollar,
build to suit spec industrial project for client, Prudential Real Estate Investment (PRISA)(Quiet Waters Business Park).
Led the coordination of pre-development planning including site engineering, market research, traffic analysis,
building design, leasing and zoning. Hired all consultants for design, engineering, entitlement and managed
construction team. Worked with South Florida Commercial Partner on all pro-formas and projections. Negotiated
with communities, business and public utilities to eliminate obstacles for the project.
Opus South Corporation, Real Estate Manager, Boca Raton, Florida 2005-2007
A member of The Opus Group, is a full-service design-build development firm serving the southeastern portion of
the United States developing more than 27.3 million square feet of space since starting operations in 1981.
Provided leadership and motivation of the project team through all phases of project development to ensure projects
are consistent with the approved vision. The management and direction of large real property acquisition and
development program. Leasing and disposition of privately owned multifamily and commercial real estate and/or
government properties of various types including office buildings, warehouses. Accomplished through the use of real
property leases, memoranda of understanding (MOU) and other negotiated agreements.
§
§
§
§
Performed highest and best use study, aided in design, and site planning approval of $100 Million Dollar
Waterfront mixed-use project with “contemporary” village characteristics(Altaire Village, Fort Lauderdale).
Responsible for site feasibility study, planning, governmental approvals, and proforma/excel modeling to
investigate financial success and bottom-line of various sites of interest.
Tracking of project costs, including construction schedule ensuring adherence to project timeline and budgets of
approximately $100- $400 million.
Led team in GSA RFP pursuit of Southern Command 750,000 square foot facility, site design and package
submittal, in accelerated schedule format.
Phone: (561) 594-4486
invoice
Invoice No.:
001
STILES
Assistant Development Manager, Fort Lauderdale, Florida 2003- 2004
Miami Shores Fl CORPORATION,
33138
Customer ID:
Archer,PSL
[email protected]
local South Florida company has developed
more than 37MP-517
million
square feet of prime real estate properties and
acquired over three million square feet of office and retail space. Provided leadership and motivation of the project
teamDate
for all phases
of project
development to ensure projects are consistent with the approved vision.
Terms
Tax ID
Oct 2, 2008
On Receipt
20-2009562
§ Responsible for design and construction, then overseeing build-out, progress inspections and acceptance.
Analysis, applying
financial managementUnit
/ budgeting
principles,
accounting and financial analysis.
§ Financial
Item
Description
Price
Total
Management,
assuring
the
overall
success of $375
assigned projects
$375.00 by identifying resource needs, obtaining
§1 ProjectClear
and brush property. High
weeds knock
down,
cut and trash
2
3
§
§
removal.
and integrating
resources for project delivery. While
managing$60.00
and monitoring scope, estimate, budget,
$60
Remove and replace existing locks with new locks
schedule,
QA/QC,
and
delivery
$60
$60.00
Site visit and evaluation (@ $60 per hr)
Responsible for acquisition, site-plan, and development of + 8 acre Landscape Compound.
Tracking of project costs, including construction schedule ensuring adherence to project timeline and budgets of
approximately $12-$32 million.
NALBANDIAN PROPERTIES LLC., Property/Asset Manager, Gainesville, Florida 1998-2002
A local residential and office property acquisition group with over 400 residential units and 500,000 square feet of
commercial assets. Oversaw operation of Multi-family and Commercial rental properties for a privately held
$495.00
Subtotal:
company.
Tax:
Miscellaneous:
LLOYD SMITH AND ASSOCIATES INC., Property Manager,
Gainesville,
Florida $495.00
Balance Due:
Oversaw operation of Multi-family rental properties for General Partner.
1994-1998
MILITARY CAREER, US ARMY, Private to Sergeant, Various locations 1989 – 1997
Managed and supervised staff of 35 full-time soldiers. Assessed and repositioned under performing maintenance
teams to attain high level of success of the mission of the U.S. Army. Developed teams capable of efficiently
troubleshooting and repairing vehicles, allowing for fast turn around on and off the battlefield.
Make all checks payable to Pryce Resources LLC
EDUCATION
If you have any questions concerning this invoice, contact Douette Pryce, (561)594-4486, [email protected]
Masters Science in Real Estate,
Finance and Urban Analysis, University of Florida, Gainesville, Florida
THANK YOU FOR YOUR BUSINESS.
Bachelor of Arts in Business Administration, University of Florida, Gainesville, Florida
Primary Leadership Development Course, U.S. Army, Korea
AWARDS
2007 Young Leader of the Year recipient, SE Florida, Urban Land Institute
2007 Nominee for Up and Comer of the Year by the South Florida Business Journal
PROFESSIONAL AFFILIATIONS AND CERTIFICATIONS
LEED Accredited Professional
Licensed Florida Real Estate Broker
Board Member, Martin County Historical Preservation Board, Martin County, FL
Alternate Board Member, Board of Zoning and Adjustment, Town of Sewalls Point, FL
Executive Chair of Membership Committee, Urban Land Institute, Southeast Florida District Council
Advisory Board Member, Urban Land Institute, Southeast Florida District Council
Page 1 of 3
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William N. McKenna IV
Founder & CEO at DomiDocs, LLC
Stuart, Florida
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MarineFuel.com, LLC, Fullscope, CDC Software
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across venture backed Start-Ups to Fortune 100 publicly traded companies in the Enterprise
Software and E-commerce industries. I effectively manage and drive the sales life-cycle which
drives substantial growth for my employers, companies and projects. I specializes in new business
development, key account management, sales team management, creating industry alliances &
partnerships, and closing very large complex transactions.
> Provide Best-in-Class Business Development and Customer Engagement Strategies.
> Technically Current, Forward Thinking, Entrepreneurial, Innovative and Analytically Minded.
> Cultivates Trust-Based Business Relationships at the C-level.
> Exemplary Presentation, Interpersonal and Communication Skills.
Experience
Founder & CEO
MarineFuel.com, LLC
January 2008 – January 2013 (5 years 1 month) | Stuart, FL
National Sales Director
Fullscope
1/23/2015
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Sales Executive
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CDC Software
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2005 – 2007 (2 years) | Greater Atlanta Area
Vice President Sales
Syngistix, Inc.
2002 – 2005 (3 years) | Greater Denver Area
Sales Manager | New England
2000 – 2002 (2 years) | Greater Boston Area
National Sales Executive
1997 – January 2000 (3 years) | Greater Denver Area
Sales Executive
Richard Young Products
Skills
Start-ups
CRM
New Business Development
Selling
Enterprise Software
Public Speaking
SaaS
Sales Management
Project Management
Strategic Partnerships
Business Development
Contract Negotiation
Mobile Applications
Business Strategy
Leadership
See 35+
Education
Regis University
Bachelor of Science (B.S.), International Business & Finance
1991 – 1995
Regis University is proud to stand among the 28 Jesuit colleges and universities in the United
States, which share the Jesuit vision of a values-centered education that shapes intelligent decisionmaking and strengthens commitment to community service.
Regis nurtures the life of the mind and the pursuit of truth within an environment conducive to
effective teaching, learning and personal development. Students benefit from small student-toteacher ratios and personal attention from dedicated, award-winning faculty at all three of our
colleges and schools.
Regis University is consistently analyzing its approach to higher education and updating classrooms
and facilities. By working with faculty who have real-world experience and stay current on the latest
trends in industry, as well as taking advantage of learning labs and internships, students understand
how their knowledge can be applied to real world situations.
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Cardigan Mountain School
1983 – 1985
Cardigan's Core Values
To achieve our mission, we reward effort and accomplishment, helping each boy realize his
academic, physical, and personal potential through the integration of the following core values in all
aspects of daily life.
COMPASSION
We cherish the quality of kindness, asking each member of our community to “love thy neighbor as
thyself,” and we embrace the importance of service for the greater good.
HONESTY
We expect rigorous honesty in all dealings.
RESPECT
We teach respect for all individuals, embracing an appreciation for diverse perspectives.
INTEGRITY
We cultivate personal integrity, underscoring our commitment to “doing the right thing,” through
community discussion, public example, and role modeling.
FAIRNESS
We believe that all people deserve the opportunity to grow and develop, succeed and fail, in a safe
environment that values intent, effort, and accomplishment free from bias and prejudice.
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1/23/2015
Scott Wade
9 E High Point Rd
Sewall’s Point, FL 34996
Phone: 772-286-1187
Email: [email protected]
Brief Resume:
•
Resident of Sewalls Point for 13 years
•
BS Degree in Engineering from Virginia Tech
•
Currently Chief Operations Officer at Keller Medical Inc. for past 4 years.
•
Prior he was Chief Operations Officer of NuCO2 Inc. for 7 years.

TOWN OF SEWALL`S POINT

Transcription

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