HEX Agenda 08/25/2022Collier County Hearing Examiner Page 1 Printed 8/17/2022
COLLIER COUNTY
Collier County Hearing Examiner
AGENDA
Growth Management Department
Conference Rooms 609/610
2800 Horseshoe Drive North
Naples, FL 34104
August 25, 2022
9: 00 AM
Andrew W. J. Dickman, Esq., AICP
Hearing Examiner
Note: Individual speakers will be limited to 5 minutes unless otherwise waived by the Hearing
Examiner. Persons Wishing to have written or graphic materials included in the hearing report
packets must have that material submitted to County staff at
Andrew.Youngblood@CollierCountyFL.gov 10 days prior to the Hearing. All materials used
during presentation at the hearing will become a permanent part of the record.
Any person who decides to appeal a decision of the Hearing Examiner will need a record of the
proceedings pertaining thereto, and therefore may need to ensure that a verbatim record of the
proceedings is made, which record includes the testimony and evidence upon which the appeal is to
be based. Decisions of the Hearing Examiner are final unless appealed to the Board of County
Commissioners.
Hearing Procedures will provide for presentation by the Applicant, presentation by staff, public
comment and applicant rebuttal. The Hearing Examiner will render a decision within 30 days.
Persons wishing to receive a copy of the decision by mail may supply County staff with their name,
address, and a stamped, self-addressed envelope for that purpose. Persons wishing to receive an
electronic copy of the decision may supply their email address.
August 2022
Collier County Hearing Examiner Page 2 Printed 8/17/2022
1. Pledge of Allegiance
2. Review of Agenda
3. Advertised Public Hearing
A. Petition No. BDE-PL20210003232 -170 Tahiti Circle - Request for a 13-foot boat dock
extension, over the maximum 20 feet allowed by Section 5.03.06.E.1 of the Collier County
Land Development Code for waterways 100 feet or greater in width, to add a second
boatlift to an existing dock facility that will protrude a total of 33 feet into a waterway that
is 1,118± feet wide for the benefit of property located at 170 Tahiti Circle, also known as Lot
153, Isles of Capri No. 2, in Section 32, Township 51 South, Range 26 East, Collier County,
Florida. [Coordinator: John Kelly, Senior Planner] Commission District 1
B. Petition No. BDE-PL20220002144 - 178 Tahiti Circle - Request for a 34-foot boat dock
extension, over the maximum 20 feet allowed by Section 5.03.06.E.1 of the Collier County
Land Development Code for waterways 100 feet or greater in width, to construct a new
dock facility that will protrude a total of 54 feet into a waterway that is 224± feet wide for
the benefit of property located at 178 Tahiti Circle, also known as Lot 155, Isles of Capri
No. 2, in Section 32, Township 51 South, Range 26 East, Collier County, Florida.
[Coordinator: John Kelly, Senior Planner] Commission District 1
4. Other Business
5. Public Comments
6. Adjourn
AGENDA
COLLIER COUNTY
HEARING EXAMINER
WILL HOLD A HEARING AT 9:00 AM ON THURSDAY, AUGUST 25, 2022, IN CONFERENCE
ROOMS 609/610 AT THE GROWTH MANAGEMENT DEPARTMENT/PLANNING & REGULATION
BUILDING, 2800 N. HORSESHOE DRIVE, NAPLES, FLORIDA
AS PART OF AN ONGOING INITIATIVE TO PROMOTE SOCIAL DISTANCING DURING THE
COVID-19 PANDEMIC, THE PUBLIC WILL HAVE THE OPPORTUNITY TO PROVIDE PUBLIC
COMMENTS REMOTELY, AS WELL AS IN PERSON, DURING THIS PROCEEDING. INDIVIDUALS
WHO WOULD LIKE TO PARTICIPATE REMOTELY, SHOULD REGISTER AT: https://bit.ly/82522HEX
ANY TIME AFTER THE AGENDA IS POSTED ON THE COUNTY WEBSITE WHICH IS 6 DAYS
BEFORE THE MEETING OR THROUGH THE LINK: http://colliercountyfl.iqm2.com/Citizens/default.aspx
INDIVIDUALS WHO REGISTER WILL RECEIVE AN EMAIL IN ADVANCE OF THE PUBLIC
HEARING DETAILING HOW THEY CAN PARTICIPATE REMOTELY IN THIS MEETING. FOR
ADDITIONAL INFORMATION ABOUT THE MEETING, EMAIL ANDREW YOUNGBLOOD AT:
Andrew.Youngblood@CollierCountyFL.gov.
INDIVIDUAL SPEAKERS WILL BE LIMITED TO 5 MINUTES UNLESS OTHERWISE WAIVED BY
THE HEARING EXAMINER.PERSONS WISHING TO HAVE WRITTEN OR GRAPHIC MATERIALS
INCLUDED IN THE HEARING REPORT PACKETS MUST HAVE THAT MATERIAL SUBMITTED TO
COUNTY STAFF 10 DAYS PRIOR TO THE HEARING. ALL MATERIALS USED DURING
PRESENTATION AT THE HEARING WILL BECOME A PERMANENT PART OF THE RECORD.
ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THE HEARING EXAMINER WILL
NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY
NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH
RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE
BASED. DECISIONS OF THE HEARING EXAMINER ARE FINAL UNLESS APPEALED TO THE
BOARD OF COUNTY COMMISSIONERS.
HEARING PROCEDURES WILL PROVIDE FOR PRESENTATION BY THE APPLICANT,
PRESENTATION BY STAFF, PUBLIC COMMENT AND APPLICANT REBUTTAL. THE HEARING
EXAMINER WILL RENDER A DECISION WITHIN 30 DAYS. PERSONS WISHING TO RECEIVE A
COPY OF THE DECISION BY MAIL MAY SUPPLY COUNTY STAFF WITH THEIR NAME, ADDRESS,
AND A STAMPED, SELF-ADDRESSED ENVELOPE FOR THAT PURPOSE. PERSONS WISHING TO
RECEIVE AN ELECTRONIC COPY OF THE DECISION MAY SUPPLY THEIR EMAIL ADDRESS.
1. PLEDGE OF ALLEGIANCE
2. REVIEW OF AGENDA
3. ADVERTISED PUBLIC HEARINGS:
A. Petition No. BDE-PL20210003232 - 170 Tahiti Circle - Request for a 13-foot boat dock
extension, over the maximum 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land
Development Code for waterways 100 feet or greater in width, to add a second boatlift to an existing
dock facility that will protrude a total of 33 feet into a waterway that is 1,118± feet wide for the
benefit of property located at 170 Tahiti Circle, also known as Lot 153, Isles of Capri No. 2, in
Section 32, Township 51 South, Range 26 East, Collier County, Florida. [Coordinator: John Kelly,
Senior Planner] Commission District 1
B. Petition No. BDE-PL20220002144 - 178 Tahiti Circle - Request for a 34-foot boat dock
extension, over the maximum 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land
Development Code for waterways 100 feet or greater in width, to construct a new dock facility that
will protrude a total of 54 feet into a waterway that is 224± feet wide for the benefit of property
located at 178 Tahiti Circle, also known as Lot 155, Isles of Capri No. 2, in Section 32, Township
51 South, Range 26 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner]
Commission District 1
08/25/2022
COLLIER COUNTY
Collier County Hearing Examiner
Item Number: 3.A
Item Summary: Petition No. BDE-PL20210003232 -170 Tahiti Circle - Request for a 13-foot
boat dock extension, over the maximum 20 feet allowed by Section 5.03.06.E.1 of the Collier County
Land Development Code for waterways 100 feet or greater in width, to add a second boatlift to an
existing dock facility that will protrude a total of 33 feet into a waterway that is 1,118± feet wide for the
benefit of property located at 170 Tahiti Circle, also known as Lot 153, Isles of Capri No. 2, in Section
32, Township 51 South, Range 26 East, Collier County, Florida. [Coordinator: John Kelly, Senior
Planner] Commission District 1
Meeting Date: 08/25/2022
Prepared by:
Title: Planner – Zoning
Name: John Kelly
08/03/2022 5:37 PM
Submitted by:
Title: Zoning Director – Zoning
Name: Mike Bosi
08/03/2022 5:37 PM
Approved By:
Review:
Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 08/03/2022 6:15 PM
Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 08/10/2022 4:15 PM
Zoning Ray Bellows Review Item Completed 08/10/2022 4:52 PM
Zoning Mike Bosi Review Item Completed 08/11/2022 2:29 PM
Hearing Examiner Andrew Dickman Meeting Pending 08/25/2022 9:00 AM
3.A
Packet Pg. 3
BDE-PL20210003232 – 170 Tahiti Cir Page 1 of 7
August 3, 2022
STAFF REPORT
TO: COLLIER COUNTY HEARING EXAMINER
FROM: GROWTH MANAGEMENT DEPARTMENT
ZONING DIVISION - ZONING SERVICES SECTION
HEARING DATE: AUGUST 25, 2022
SUBJECT: BDE-PL20210003232, 170 TAHITI CIRCLE – EVANS DOCK
_________________________________________________________________________
PROPERTY OWNER/APPLICANT: AGENT:
Michael and Linda Evans Jeff Rogers
3110 Heebner Rd. Turrell, Hall & Associates, Inc.
Collegeville, PA 19426 3584 Exchange Ave.
Naples, FL 34104
REQUESTED ACTION:
The petitioner requests a 13-foot boat dock extension, over the maximum 20 feet allowed by
Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways 100 feet
or greater in width, to add a second boatlift to an existing dock facility that will protrude a total of
33 feet into a waterway that is 1,118± feet wide for the benefit of the subject property.
GEOGRAPHIC LOCATION:
The subject property is located at 170 Tahiti Circle, and is legally described as Lot 153, Isles of
Capri No. 2, in Section 32, Township 51 South, Range 26 East. Collier County, Florida. (See
location map on the following page)
PURPOSE/DESCRIPTION OF PROJECT:
The subject improved property comprises 0.2± acres with a single-family residence, with 102±
feet of water frontage on Johnson Bay, located within a Residential Single-Family-4 (RSF-4)
zoning district. The petitioner seeks to add a second boatlift to an existing single-family dock
facility that was constructed in accord with Building Permit No. PRBD20160937324 for which a
Certificate of Completion was issued on December 7, 2018. The new lift will be added to the
outside of the existing facility and is meant to accommodate a 20-foot vessel. There is a
discrepancy with respect to the actual protrusion of the existing dock; however, it is likely the
result of where the measurement was taken, the seawall face which is not the most restrictive point,
and the convex shoreline. The subject BD will resolve the existing 1.8±-foot excess protrusion
issue, if approved.
3.A.a
Packet Pg. 4 Attachment: Staff Report 08032022 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
BDE-PL20210003232 – 170 Tahiti Cir Page 2 of 7
August 3, 2022
3.A.aPacket Pg. 5Attachment: Staff Report 08032022 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
BDE-PL20210003232 – 170 Tahiti Cir Page 3 of 7
August 3, 2022
SURROUNDING LAND USE & ZONING:
North: Johnson Bay (waterway located within an Agricultural zoning with a Special
Treatment overlay (A-ST))
East: Single-family residence located within a Residential Single-Family-4 (RSF-4)
zoning district
South: Tahiti Circle (Right-of-Way) then unimproved property located within a
Residential Single-Family-4 (RSF-4) zoning district
West: Single-family residence located within a Residential Single-Family-4 (RSF-4)
zoning district
Aerial – Collier County GIS
Aerial – Collier County Property Appraiser
3.A.a
Packet Pg. 6 Attachment: Staff Report 08032022 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
BDE-PL20210003232 – 170 Tahiti Cir Page 4 of 7
August 3, 2022
ENVIRONMENTAL EVALUATION:
Environmental Planning Staff has reviewed this petition and has no objection to the granting of
this request. The property is located adjacent to an ST overlay zone (Johnson Bay), which will
require an ST-permit for the proposed docking facilities prior to issuance of the building permits.
The proposed docking facilities will be constructed waterward of the existing seawalled shoreline.
The shoreline does not contain native vegetation. A submerged resources survey provided by the
applicant found no submerged resources in the area 200 feet beyond the proposed docking facility.
Exhibit sheet 5 of 8 provides an aerial with a note stating that no seagrasses were observed within
200 feet.
This project does not require an Environmental Advisory Council Board (EAC) review, because
this project did not meet the EAC scope of land development project reviews as identified in
Chapter 2, Article VIII, Division 23, Section 2-1193 of the Collier County Code of Laws and
Ordinances.
STAFF ANALYSIS:
In accordance with LDC Section 5.03.06.H., the Collier County Hearing Examiner shall approve,
approve with conditions, or deny a dock facility extension request based on certain criteria. In
order for the Hearing Examiner to approve this request, at least four of the five primary criteria
and four of the six secondary criteria must be met:
Primary Criteria:
1. Whether the number of dock facilities and/or boat slips proposed is appropriate in
relation to the waterfront length, location, upland land use and zoning of the subject
property. Consideration should be made of property on unbridged barrier islands,
where vessels are the primary means of transportation to and from the property.
(The number should be appropriate; typical single-family use should be no more than
two slips; typical multi-family use should be one slip per dwelling unit; in the case of
unbridged barrier island docks, additional slips may be appropriate.)
Criterion met. The subject property is located within an RSF-4 zoning district and is
improved with a single-family dwelling for which the LDC allows two boat slips. The
proposed project consists of adding a second boatlift to an existing dock facility. The
existing boatlift will accommodate a 30-foot vessel and the new lift will accommodate a
20-foot vessel.
2. Whether the water depth at the proposed site is so shallow that a vessel of the general
length, type and draft as that described in the petitioner’s application is unable to
launch or moor at mean low tide (MLT). (The petitioner’s application and survey
should establish that the water depth is too shallow to allow launching and mooring
of the vessel(s) described without an extension.)
Criterion not met. The applicant states that the reason for this BDE is to allow a second
boatlift to be installed on an already existing dock for which a BDE was not required. The
BDE will allow for the second lift to be installed without removing or having to rebuild
3.A.a
Packet Pg. 7 Attachment: Staff Report 08032022 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
BDE-PL20210003232 – 170 Tahiti Cir Page 5 of 7
August 3, 2022
any part of the existing dock. Furthermore, the subject BDE will resolve the existing dock
protrusion issue that was previously unknown. Staff concurs.
3. Whether the proposed dock facility may have an adverse impact on navigation within
an adjacent marked or charted navigable channel. (The facility should not intrude
into any marked or charted navigable channel thus impeding vessel traffic in the
channel.)
Criterion met. The applicant states that there are no marked channels within this section
of Johnson Bay, therefore the entire waterway provides safe navigation. The proposed dock
and boatlift will not impact navigation and ingress/egress to both neighboring docks is
maintained. Staff concurs.
4. Whether the proposed dock facility protrudes no more than 25 percent of the width
of the waterway, and whether a minimum of 50 percent of the waterway width
between dock facilities on either side is maintained for navigability. (The facility
should maintain the required percentages.)
Criterion met. The subject waterway is 1,118± feet wide at this point. The proposed dock
facility will protrude 33 feet into the subject waterway which is 2.95% of said waterway.
There are no dock facilities on the opposite shore therefore 1,085± feet will be maintained
for navigation which exceeds 50% of the total width of the waterway.
5. Whether the proposed location and design of the dock facility is such that the facility
would not interfere with the use of neighboring docks. (The facility should not
interfere with the use of legally permitted neighboring docks.)
Criterion met. The existing dock facility exceeds the required side setback of 15 feet on
both sides, providing at least 25.6 feet to the west and 26.8 feet to the east. The subject
shoreline is a convex arc, and the riparian lines extend outwardly in a cone shape; therefore,
the distance from the riparian lines is greater the more the dock protrudes from the
shoreline. In other words, the existing dock facility would obstruct the use of neighboring
docks more so than the additional boatlift and vessel. Staff therefore concludes this
criterion is met as there will be no greater interference than that which already exists.
Secondary Criteria:
1. Whether there are special conditions not involving water depth, related to the subject
property or waterway, which justify the proposed dimensions and location of the
proposed dock facility. (There must be at least one special condition related to the
property; these may include type of shoreline reinforcement, shoreline configuration,
mangrove growth, or seagrass beds.)
Criterion met. The subject property shoreline is of a convex shape and consists of a
concrete seawall with riprap along the entire length. The property owner would like to
enjoy the rights of having a second slip without needing to modify the existing dock which
potentially could negatively impact adjacent property owners. Additionally, this part of
Johnson Bay is located within the Rookery Bay Aquatic Preserve which required the
3.A.a
Packet Pg. 8 Attachment: Staff Report 08032022 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
BDE-PL20210003232 – 170 Tahiti Cir Page 6 of 7
August 3, 2022
applicant to follow the aquatic preserve dock guidelines which are more restrictive on
design options and location.
2. Whether the proposed dock facility would allow reasonable, safe access to the vessel
for loading/unloading and routine maintenance, without the use of excessive deck
area not directly related to these functions. (The facility should not use excessive deck
area.)
Criterion met. The proposed project doesn’t include any modifications to the existing
dock facility which comprises 571 square feet of decking. The applicant states that the dock
will continue to provide adequate deck area for safe access to the vessel and will continue
to provide deck area for recreational activities like fishing, kayaking, and paddle boarding.
Staff concurs.
3. For single-family dock facilities, whether the length of the vessel, or vessels in
combination, described by the petitioner, exceeds 50 percent of the subject property’s
linear waterfront footage. (The applicable maximum percentage should be
maintained.)
Criterion met. The existing dock facility was designed to accommodate a 30-foot vessel
and the new lift addition is designed to accommodate a 20-foot vessel; thus, the total vessel
length is 50 feet. The subject property enjoys the benefit of a 102-foot shoreline; therefore,
the 50% threshold will not be exceeded.
4. Whether the proposed facility would have a major impact on the waterfront view of
neighboring property owners. (The facility should not have a major impact on the
view of a neighboring property owner.)
Criterion met. The proposed addition has been designed in such a way that the view
corridor of neighboring properties would be obstructed more by the existing facility than
that of the proposed additional lift and vessel; the 30-foot vessel will be using the slip
nearest the shoreline, as such, any view of the smaller vessel will be obstructed by the
larger. Additionally, the entire dock facility is well within required setbacks.
5. Whether seagrass beds will be impacted by the proposed dock facility. (If seagrass
beds are present, compliance with subsection 5.03.06(I) of the LDC must be
demonstrated.)
Criterion met. There are no seagrass beds present on the property nor the neighboring
properties within 200-feet of the existing dock structure.
6. Whether the proposed dock facility is subject to the manatee protection requirements
of subsection 5.03.06(E)(11) of this Code. (If applicable, compliance with section
5.03.06(E)(11) must be demonstrated.)
Criterion is not applicable. Criterion not applicable. The provisions of the Collier
County Manatee Protection Plan do not apply to single-family dock facilities except for
those within the seawalled basin of Port of the Islands; the subject property is not located
within Port of the Islands.
3.A.a
Packet Pg. 9 Attachment: Staff Report 08032022 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
BDE-PL20210003232 – 170 Tahiti Cir Page 7 of 7
August 3, 2022
Staff analysis finds this request complies with four of the five primary criteria. With respect to the
six secondary criteria, one of the criteria is found to be not applicable, and the request satisfies all
five of the remaining secondary criteria.
CONCURRENT LAND USE APPLICATIONS:
There are no concurrent land use applications under review at the present time.
APPEAL OF BOAT DOCK EXTENSION:
As to any boat dock extension petition upon which the Hearing Examiner takes action, an
aggrieved petitioner may appeal such final action. Such appeal shall be filed per Section 2-88 of
the Collier County Code of Ordinances within 30 days of the Decision by the Hearing Examiner.
An aggrieved non-party may appeal a decision of the Hearing Examiner to the Circuit Court of
Collier County within 30 days of the decision. In the event that the petition has been approved by
the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at
his/her own risk during this 30-day period. Any construction work completed ahead of the approval
authorization shall be at their own risk.
STAFF RECOMMENDATION:
Based on the above findings, staff recommends that the Hearing Examiner APPROVE Petition
BDE-PL20210003232, to allow for the addition of a boatlift to the outside of an existing dock
facility as depicted within the plans contained in Attachment A.
Attachments:
A) Site and Dock Plans
B) Building Permit and Plans – PRBD20160937324
C) Public Hearing Sign Posting
D) Applicant’s Backup and Supporting Documents
3.A.a
Packet Pg. 10 Attachment: Staff Report 08032022 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
STATE OF FLORIDACOUNTY AERIAL VICINITY MAPSTATE OF FLORIDACOUNTY AERIAL VICINITY MAPNOTES:<> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SUBJECTPROPERTYSUBJECTPROPERTY<> LATITUDE:N 25.981672<> LONGITUDE:W -81.733165SITE ADDRESS:<> 170 TAHITI CIR NAPLES, FL 34113Turrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg LOCATION MAP 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170RMJ3226170 TAHITI CIRLOCATION MAP51----06-01-22----JR----REVISED SHEETS 02-04,06----01 OF 08COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTYTAHITI CIRC
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3.A.bPacket Pg. 11Attachment: Attachment A - Site and Dock Plans (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
-6.4-3.4-4.4-3.7-3.7-3.5-4.1-4.1-4.1-3.4-3.4-3.4-4.0-4.0-4.5-4.1-4.2-4.4-4.1-4.4-4.0-4.5-3.4-3.7-4.2-4.8-5.0-5.0-4.7-4.6-4.7-4.8-4.3-4.6-4.7-4.7-4.7-4.7-4.3-4.4-4.1-3.7-3.7-4.4-3.7-3.5-4.4-4.4-5.0-5.1-4.6-3.6-2.7-2.4-2.4-1.7-1.7-2.8-1.2-3.1-1.4-2.6-3.4-4.3-4.7-4.9-3.7-4.0-3.2-3.6-4.2p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW0102040SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg EXISTING CONDITIONS 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170RMJ3226170 TAHITI CIREXISTING CONDITIONS51----06-01-22----JR----REVISED DIMENSIONS----02 OF 08SUBJECT PROPERTYRIPARIANLINERIPARIANLINESITE ADDRESS:,170 TAHITI CIRNAPLESFL34113DEPTHSREFERENCEDTO MLWEXISTINGDOCK ANDLIFTEXISTING SEAWALL·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE.·ALL DATUM SHOWN HEREON IS REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=· EXISTING PROTRUSION FROM PROPERTY LINE:NOTES:"COURT GREGORY SURVEYING, INC."11-04-21-1.63'+0.42'1025711,11821.8'26.8'25.6
'20.7'21.8'3.A.bPacket Pg. 12Attachment: Attachment A - Site and Dock Plans (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
-6.4-3.4-4.4-3.7-3.7-3.5-4.1-4.1-4.1-3.4-3.4-3.4-4.0-4.0-4.5-4.1-4.2-4.4-4.1-4.4-4.0-4.5-3.4-3.7-4.2-4.8-5.0-5.0-4.7-4.6-4.7-4.8-4.3-4.6-4.7-4.7-4.7-4.7-4.3-4.4-4.1-3.7-3.7-4.4-3.7-3.5-4.4-4.4-5.0-5.1-4.6-3.6-2.7-2.4-2.4-1.7-1.7-2.8-1.2-3.1-1.4-2.6-3.4-4.3-4.7-4.9-3.7-4.0-3.2-3.6-4.2p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW0102040SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg PROPOSED LIFT 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170RMJ3226170 TAHITI CIRPROPOSED LIFT51----06-01-22----JR----REVISED DIMENSIONS, ADDED VESSEL----03 OF 08SUBJECT PROPERTYRIPARIANLINERIPARIANLINEPROPOSED12' X 12' BOATLIFT (TYP)·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE.·ALL DATUM SHOWN HEREON IS REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM PROPERTY LINE:SITE ADDRESS:,170 TAHITI CIRNAPLESFL34113DEPTHSREFERENCEDTO MLWEXISTINGDOCK ANDLIFTEXISTINGSEAWALL33'12'12'AA05"COURT GREGORY SURVEYING, INC."11-04-21-1.63'+0.42'1025711,118057133'26.8'25.6
'20.7'21.8'27'3.A.bPacket Pg. 13Attachment: Attachment A - Site and Dock Plans (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
0248SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg CROSS SECTION 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170RMJ3226170 TAHITI CIRCROSS SECTION51----06-01-22----JR----ADDED VESSELS----04 OF 08EXISTING DOCKAND BOATLIFT TOREMAINx
-3
.5
'x
-4
.7
'x -2.6'x
-4
.7
'PROPOSED 12'BOAT LIFTEXISTINGSEAWALL33' PROTRUSION FROMPROPERTY LINE3.A.bPacket Pg. 14Attachment: Attachment A - Site and Dock Plans (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW0204080SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg SUBMERGED RESOURCE SURVEY 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170-3226170 TAHITI CIRSUBMERGED RESOURCE SURVEY51-------------------05 OF 08SUBJECT PROPERTYNO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200 FT OF THEPROPOSED PROJECT200'200'10'TRANSECTS (TYP)TYPICAL DIVE TRANSECT·SURVEY COURTESY OF:··SURVEY DATED:NOTES:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE."COURT GREGORY SURVEYING, INC."11-04-213.A.bPacket Pg. 15Attachment: Attachment A - Site and Dock Plans (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW0100200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg WIDTH OF WATERWAY 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170RMJ3226170 TAHITI CIRWIDTH OF WATERWAY51----06-01-22----JR----ADDED DIMENSION----06 OF 08SUBJECT PROPERTY1299' WIDTH OF WATERWAY1118' WIDTH OF WATERWAY MHWL TO MHWLNOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.1085' WATERWARD EDGE OFBOATLIFT TO MHWL OF WATERWAY3.A.bPacket Pg. 16Attachment: Attachment A - Site and Dock Plans (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW0100200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg ADJACENT DOCKS 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170-3226170 TAHITI CIRADJACENT DOCKS51-------------------07 OF 08SUBJECT PROPERTY17'20'
2
5
'29'22'34'46'50'38'32'22'23'23'26'3
0
'
2
2
'
21
'29'31'29'18'17'22'
16'21'22'19'
19'
20'
32'
25'
28'
23'33'26'
6
6
'35'19'22'21'24'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.3.A.bPacket Pg. 17Attachment: Attachment A - Site and Dock Plans (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg ST OVERLAY 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170-3226170 TAHITI CIRST OVERLAY51-------------------08 OF 08SUBJECT PROPERTYST OVERLAY3.A.bPacket Pg. 18Attachment: Attachment A - Site and Dock Plans (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
CERTIFICATE OF COMPLETION
This Certificate is issued pursuant to the requirements of the Florida Building Code certifying that at the time of
issuance this structure was in compliance with the various ordinances of the county regulating building construction
or use. For the following:
PERMIT NBR: PRBD2016093732401 CO NBR:STATUS: Finaled
CO TYPE: COMP ISSUED DATE:December 07, 2018
ADDRESS: 170 Tahiti CIR
SUBDIVISION:
LOT:BLOCK:T.R.S.:
SLUC CODE:UTILITY COMPANY:
JOB DESC: Build new dock and install boat lift. [house #PRBD20160518725]
170 TAHITI CIR NUMBER OF METERS:
OWNER:EVANS, MICHAEL & LINDA
LEGAL DESCRIPTION
ISLES OF CAPRI NO 2 LOT 153
OR 969 PG 1226
Note: A new certificate is required if the use of the building or premises is changed, or if alterations are made to
the building or property described. A new certificate voids any certificate or prior date.
3.A.c
Packet Pg. 19 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.c
Packet Pg. 20 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti
Qounty
Date . 07131t2017
EXTENSION FORM
Permit#: 20160937324
primary permitf (if *0,,*, NA zo I (po 5tr E7Z5 contractor: lmperial Marine Conshuction, lnc
Phone f 239-272-3152 odd,",,. 601 E Elkcam Ct B.2, Marco lsland, FL 34145
bernicel imperialmarine@yahoo.com
owne/s name EVANS, MICHAEL
Job Address :
Build new dock and install boat lift
Permit Expiration Date:7t29t2017 Has work commenced yet?Yes
Reason for extension:
Estimate time of extension . 90 days
(MAXTMUM 90 DAYS!
signature of Licensed Contractor/Qualifi er
No. of other extensions:0
(MAXTMUM 3 EXTENSTONS AUOWED)
Print nam€ of Licensed Contractor/Qualifier
Ricardo Valdez
State of Florida
County Collier
sworn to and subscribed before me thi, 31 a.y o1 JUly 2017
BY Rafael Montanez Lopez
Type of ldentification N/A
Notary Publ
n tranted Permit extension period
Extension denied Reason for denial
'{ft
xd2ry q.la SLL oa F15.(,,
Barrrke M Cltt
tl, C.flrl..a.rt FF $?!80
Erpr!.02/ltr202o
Collier County Fax No: (239) 252{318
?
E-mail: GMDPermitExtension@colliersov.net
Contracto/s E-mall Address:
170 Tahiti Dr, Naples FL 34113
Permit Description:
Owner Hold
Personally known ( ) Produced ldentification
Seal
3.A.c
Packet Pg. 21 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.c
Packet Pg. 22 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
PERMIT
PERMIT #: PRBD2016093732401 PERMIT TYPE: MR
ISSUED:BY:APPLIED DATE:09-30-16 APPROVAL DATE: 01-06-17
MASTER #:COA:
JOB ADDRESS:170 Tahiti CIR
JOB DESCRIPTION: Build new dock and install boat lift. [house
#PRBD20160518725]
170 TAHITI CIR
JOB PHONE:
SUBDIVISION #:BLOCK:LOT:
FLOOD MAP:ZONE:ELEVATION:
FOLIO #: 52390760008 SECTION-TOWNSHIP-RANGE: 32-51-26
OWNER INFORMATION:CONTRACTOR INFORMATION:
EVANS, MICHAEL & LINDA
3110 HEEBNER RD
COLLEGEVILLE , PA 19426-
IMPERIAL MARINE CONSTRUCTION INC
1891 54TH ST SW
NAPLES, FL 34116--
CERTIFICATE #:: C36468 PHONE:
FCC CODE:
CONSTRUCTION CODE: 0218
JOB VALUE: $35,000.00 TOTAL RES SQFT: 540 TOTAL COMM SQFT: 0
SETBACKS FRONT:REAR: 20' FROM PL LEFT: 15'RIGHT: 15'
SEWER:WATER:
CONTACT NAME:
CONTACT PHONE:
Per Collier County Ordinance No. 2002-01, as it may be amended, all work must comply with all applicable laws, codes, ordinances, and any additional
stipulations or conditions of this permit. This permit expires if work authorized by the permit is not commenced within six (6) months from the date of
issuance of the permit. Additional fees for failing to obtain permits prior to the commencement of construction may be imposed. Permittee(s) further
understands that any contractor that may be employed must be a licensed contractor and that the structure must not be used or occupied until a
Certificate of Occupancy is issued.
NOTICE: PRIOR TO THE REMOVAL OF ASBESTOS PRODUCTS OR THE DEMOLITION OF A STRUCTURE, FEDERAL
AND STATE LAWS REQUIRE THE PERMITTEE (EITHER THE OWNER OR CONTRACTOR) TO SUBMIT A NOTICE OF
THE INTENDED WORK TO THE STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). FOR MORE
INFORMATION, CONTACT DEP AT (239) 344-5600.
In addition to the conditions of this permit, there may be additional restrictions applicable to this property that may be found in
the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
3.A.c
Packet Pg. 23 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
Reviewed for CodeCompliancePRBD20160937324
3.A.cPacket Pg. 24Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti
09/29/2016Reviewed for CodeCompliancePRBD201609373243.A.cPacket Pg. 25Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti
Reviewed for CodeCompliancePRBD20160937324
3.A.c
Packet Pg. 26 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
Reviewed for CodeCompliancePRBD20160937324
3.A.c
Packet Pg. 27 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
Reviewed for CodeCompliancePRBD201609373243.A.cPacket Pg. 28Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti
December 28, 2016
EVANS, MICHAEL & LINDA
3110 HEEBNER RD
COLLEGEVILLE , PA 19426
RE: Special Treatment Permit No.PL20160003347
Property ID #52390760008
Dear
Your request for a special treatment (ST) development permit for the above referenced property has been
administratively approved pursuant to Section 4.02.14 and 2.03.07.D of the Collier County Land
Development Code (LDC). The attached site plan identifies site alterations authorized by this permit. The
following stipulations shall apply:
1. Prior to issuance of a certificate of occupancy (CO) all exotic vegetation, as defined in Division 1.08.02
LDC, shall be removed from the property.
2. Permits or letters of exemption from the Florida Department of Environmental Protection and the U.S.
Army Corps of Engineers shall be presented prior to issuance of a County building permit.
If you have any questions regarding this matter, please feel free to contact me at Phone: (239)-252-2548 or
craigbrown@colliergov.net.
Sincerely,
Development Review Division
Growth Management Department
2800 N. Horseshoe Dr.
Naples, Florida 34104
239-252-2400
cc. Clark Turner, 2555 Shumard Oak Blvd, Room 370-C, Tallahassee, FL 32399-3000
Reviewed and Approved
For Permit Issuance
12/28/2016
PL20160003347
3.A.c
Packet Pg. 29 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.c
Packet Pg. 30 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.c
Packet Pg. 31 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.c
Packet Pg. 32 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.c
Packet Pg. 33 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.c
Packet Pg. 34 Attachment: Attachment B - Permit File - PRBD20160937324 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.dPacket Pg. 35Attachment: Attachment C - Sign Posting 08042022 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.dPacket Pg. 36Attachment: Attachment C - Sign Posting 08042022 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.dPacket Pg. 37Attachment: Attachment C - Sign Posting 08042022 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.dPacket Pg. 38Attachment: Attachment C - Sign Posting 08042022 (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.e
Packet Pg. 39 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.e
Packet Pg. 40 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.e
Packet Pg. 41 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.e
Packet Pg. 42 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.e
Packet Pg. 43 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.e
Packet Pg. 44 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.e
Packet Pg. 45 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
3.A.e
Packet Pg. 46 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DEPARTMENT
www.colliergov.net
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX (239) 252-5724
ADDRESSING CHECKLIST
Please complete the following and email to GMD_Addressing@colliergov.net or fax to the Operations Division
at 239-252-5724 or submit in person to the Addressing Section at the above address. Form must be signed by
Addressing personnel prior to pre-application meeting, please allow 3 days for processing.
Not all items will apply to every project. Items in bold type are required. FOLIO NUMBERS MUST BE
PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing Section.
PETITION TYPE (Indicate type below, complete a separate Addressing Checklist for each Petition type)
BL (Blasting Permit)
BD (Boat Dock Extension)
Carnival/Circus Permit
CU (Conditional Use)
EXP (Excavation Permit)
FP (Final Plat
LLA (Lot Line Adjustment)
PNC (Project Name Change)
PPL (Plans & Plat Review)
PSP (Preliminary Subdivision Plat)
PUD Rezone
RZ (Standard Rezone)
SDP (Site Development Plan)
SDPA (SDP Amendment)
SDPI (Insubstantial Change to SDP)
SIP (Site Im provement Plan)
SIPI (Insubstantial Change to SIP)
SNR (Street Name Change)
SNC (Street Name Change – Unplatted)
TDR (Transfer of Development Rights)
VA (Variance)
VRP (Vegetation Removal Permit)
VRSFP (Vegetation Removal & Site Fill Permit)
OTHER
LEGAL DESCRIPT ION of subject property or properties (copy of lengthy description may be attached)
FOLIO (Property ID) NUMBER(s) of above (attach to, or associate with, legal description if more than one)
STREET ADDRESS or ADDRESSES (as applicable, if already assigned)
PROPOSED STREET NAMES (if applicable)
SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only)
LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right-
of-way
PROPOSED PROJECT NAME (if applicable)
SDP - or AR or PL #
SURVEY (copy - needed only for unplatted properties)
CURRENT PROJECT NAME (if applicable)
Rev. 6/9/2017 Page 1 of 2
T51, R26, S32
3.A.e
Packet Pg. 47 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)n
ISLES OF CAPRI NO 2 LOT 153 OR 969 PG 1226
52390760008
170 Tahiti Circle, Naples, FL 34113
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DEPARTMENT
www.colliergov.net
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX (239) 252-5724
Please Return Approved Checklist By: Email Personally picked up
Applicant Name:
Signature on Addressing Checklist does not constitute Project and/or Street Name
approval and is subject to further review by the Operations Division.
FOR STAFF USE ONLY
Folio Number
Folio Number
Folio Number
Folio Number
Folio Number
Folio Number
Approved by: Date:
Updated by: Date:
IF OLDER THAN 6 MONTHS, FORM MUST BE
UPDATED OR NEW FORM SUBMITTED
Fax
Email/Fax:Phone:
Project or development names proposed for, or already appearing in, condominium documents (if application;
indicate whether proposed or existing)
Rev. 6/9/2017 Page 2 of 2
52390760008
12/09/2021
3.A.e
Packet Pg. 48 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)n
Jeff Rogers (agent)
2396430166 tuna@thanaples.com
Narrative Description: The proposed Boat Dock Extension request is to install a new boat-lift
onto an existing single-family dock located at 170 Tahiti Circle on Isles of Capri. The subject
waterway is considered Johnson Bay along the north side of Isles of Capri. This section of
Johnson Bay is state lands and lies with the Rookery Bay Aquatic Preserve boundary. The
existing dock was constructed in 2018 which as proposed on the approved construction plans
did not extend out past the 20-foot protrusion dimension and therefore did not require a Boat
Dock Extension to be built. Fast forwarding to today the survey acquired for the proposed
work located the existing docking facility past the allowed 20-foot protrusion approximately
21.8-feet from the platted property line.
The proposed boatlift would increase the overall dock protrusion from 21.8-feet to 33-feet and
therefore we are requesting a 13-foot extension over the allowed 20-feet. The subject waterway
is approximately 1,118-feet wide and as proposed the dock and boat lift would protrude
approximately 1.95% into the subject waterway. The existing dock and associated setbacks will
remain the same being 26.8-feet on the east side and 25.6-feet from the west side. The required
side yard setbacks are 15-feet and as proposed the dock will provide the required setbacks.
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Packet Pg. 49 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
PRIMARY CRITERIA
The following criteria, pursuant to LDC section 5.03.06, shall be used as a guide by staff in
determining its recommendation to the Office of the Hearing Examiner. The Hearing
Examiner will utilize the following criteria as a guide in the decision to approve or deny a
particular Dock Extension request. In order for the Hearing Examiner to approve the
request, it must be determined that at least 4 of the 5 primary criteria, and at least 4 of the
6 secondary criteria, must be met. On separate sheets, please provide a narrative response
to the listed criteria and/or questions.
1. Whether or not the number of dock facilities and/or boat slips proposed is appropriate in
relation to the waterfront length, location, upland land use, and zoning of the subject
property; consideration should be made of property on unbridged barrier islands, where
vessels are the primary means of transportation to and from the property. (The number
should be appropriate; typical, single-family use should be no more than two slips;
typical multi-family use should be one slip per dwelling unit; in the case of unbridged
barrier island docks, additional slips may be appropriate.)
The subject property is zoned for a single-family residential unit which warrants no
more than 2 slips per the CC-LDC. The proposed project consists of installing one
new boatlift for a total of two boatlifts onto an existing docking facility. The
proposed dock will extend out 33-feet from the plotted property line which is 13-feet
of protrusion past from the allowed 20-feet.
Criterion Met
2. Whether or not the water depth at the proposed site is so shallow that a vessel of the
general length, type, and draft as that described in the petitioner’s application is unable to
launch or moor at mean low tide (MLT). (The petitioner’s application and survey should
show that the water depth is too shallow to allow launch and mooring of the vessel (s)
described without an extension.)
The reason for this BDE request is based on the existing docking facility as to where
it will allow the new boatlift to be installed without removing or having to rebuild
any portion of the existing dock. This BDE request is not driven by the existing on-
site water depths. However, this BDE will resolve the existing docks protrusion issue
as it currently extends out 21.8-feet from the property line and does not have a BDE
for the additional 1.8-feet over the allowed 20-feet.
Criterion Not Met
3. Whether or not the proposed dock facility may have an adverse impact on navigation
within an adjacent marked or charted navigable channel. (The facility should not intrude
into any marked or charted navigable channel thus impeding vessel traffic in the
channel.)
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The proposed docking facility expansion is consistent with the other docks along the
subject waterway and there overall protrusion out. As proposed the dock and
boatlift will not impact navigation as well as maintain the ingress/egress to both
adjacent neighboring docks. There is no marked channel within this section of
Johnson Bay therefore the entire waterway provides safe navigation and no impacts
to any navigation will result from the proposed project.
Criterion Met
4. Whether or not the proposed dock facility protrudes no more than 25 percent of the width
of the waterway, and whether or not a minimum of 50 percent of the waterway width
between dock facilities on either side of the waterway is maintained for navigability. (The
facility should maintain the required percentages.)
The approximate waterway width is 1,118-feet wide. The proposed dock protrusion
is 33-feet which is under 1.95% width of the waterway.
Criterion Met
5. Whether or not the proposed location and design of the dock facility is such that the
facility would not interfere with the use of neighboring docks. (The facility should not
interfere with the use of legally permitted neighboring docks.)
The proposed docking facility is consistent with the adjacent neighboring docks
along the subject shoreline. There is also an existing dock and boatlift on-site which
we are proposing to modify therefore the views into the subject waterway will not
change.
Criterion Met
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Packet Pg. 51 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
SECONDARY CRITERIA
1. Whether or not there are special conditions, not involving water depth, related to the
subject property or waterway, which justify the proposed dimensions and location of the
proposed dock facility. (There must be at least one special condition related to the
property; these may include type of shoreline reinforcement, shoreline configuration,
mangrove growth, or seagrass beds.)
The subject property shoreline consists of a concrete seawall with riprap along the
entire length. Due to the riprap the existing dock location and subject waterway
widths allows the proposed boatlift to be installed on the outside without any
impacts to navigation or adjacent neighboring dock ingress/egress. Additionally,
this waterway Johnson Bay is within the Rookery Bay Aquatic Preserve which
requires the applicant to follow the aquatic preserve dock guidelines which are more
restrictive on design options and location.
Criterion Met
2. Whether the proposed dock facility would allow reasonable, safe, access to the vessel for
loading/unloading and routine maintenance, without the use of excessive deck area not
directly related to these functions. (The facility should not use excessive deck area.)
The proposed project doesn’t include any modifications to the existing docking
facility which consist of 571square feet of decking. As proposed the dock will
continue to provide adequate deck area for safe access to the vessel and as well as
still provide deck area for recreational activities like fishing, kayaking, and paddle
boarding.
Criterion Met
3. For single-family dock facilities, whether or not the length of the vessel, or vessels in
combination, described by the petitioner exceeds 50 percent of the subject property’s
linear waterfront footage. (The applicable maximum percentage should be maintained.)
The existing docking facility has been designed to moor one vessel 30-feet in length.
With the proposed boatlift being added the new total boat length proposed to be
stored on the subject dock is approximately 50-feet. The total shoreline length is
102-feet therefore this criterion is met
4. Whether or not the proposed facility would have a major impact on the waterfront view
of neighboring waterfront property owners. (The facility should not have a major impact
on the view of either property owner.)
As proposed the dock has been designed within the designated setbacks and is
consistent with others on this waterway. Therefore, no new impacts to neighboring
property views of the waterway will result from the proposed project.
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Packet Pg. 52 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
5. Whether or not seagrass beds are located within 200 feet of the proposed dock facility. (If
seagrass beds are present, compliance with LDC subsection 5.03.06 I must be
demonstrated.)
There are no seagrass beds present on the property nor the neighboring properties
within 200’ of the existing dock structure.
6. Whether or not the proposed dock facility is subject to the manatee protection
requirements of LDC subsection 5.03.06 E.11. (If applicable, compliance with subsection
5.03.06.E.11 must be demonstrated.)
The proposed work is a single-family dock facility and therefore not subject to
Manatee Protection Requirements
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STATE OF FLORIDACOUNTY AERIAL VICINITY MAPSTATE OF FLORIDACOUNTY AERIAL VICINITY MAPNOTES:<> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SUBJECTPROPERTYSUBJECTPROPERTY<> LATITUDE:N 25.981672<> LONGITUDE:W -81.733165SITE ADDRESS:<> 170 TAHITI CIR NAPLES, FL 34113Turrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg LOCATION MAP 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170RMJ3226170 TAHITI CIRLOCATION MAP51----06-01-22----JR----REVISED SHEETS 02-04,06----01 OF 08COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTYTAHITI CIRC
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3.A.ePacket Pg. 59Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE
-6.4-3.4-4.4-3.7-3.7-3.5-4.1-4.1-4.1-3.4-3.4-3.4-4.0-4.0-4.5-4.1-4.2-4.4-4.1-4.4-4.0-4.5-3.4-3.7-4.2-4.8-5.0-5.0-4.7-4.6-4.7-4.8-4.3-4.6-4.7-4.7-4.7-4.7-4.3-4.4-4.1-3.7-3.7-4.4-3.7-3.5-4.4-4.4-5.0-5.1-4.6-3.6-2.7-2.4-2.4-1.7-1.7-2.8-1.2-3.1-1.4-2.6-3.4-4.3-4.7-4.9-3.7-4.0-3.2-3.6-4.2p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW0102040SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg EXISTING CONDITIONS 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170RMJ3226170 TAHITI CIREXISTING CONDITIONS51----06-01-22----JR----REVISED DIMENSIONS----02 OF 08SUBJECT PROPERTYRIPARIANLINERIPARIANLINESITE ADDRESS:,170 TAHITI CIRNAPLESFL34113DEPTHSREFERENCEDTO MLWEXISTINGDOCK ANDLIFTEXISTING SEAWALL·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE.·ALL DATUM SHOWN HEREON IS REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=· EXISTING PROTRUSION FROM PROPERTY LINE:NOTES:"COURT GREGORY SURVEYING, INC."11-04-21-1.63'+0.42'1025711,11821.8'26.8'25.6
'20.7'21.8'3.A.ePacket Pg. 60Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE
-6.4-3.4-4.4-3.7-3.7-3.5-4.1-4.1-4.1-3.4-3.4-3.4-4.0-4.0-4.5-4.1-4.2-4.4-4.1-4.4-4.0-4.5-3.4-3.7-4.2-4.8-5.0-5.0-4.7-4.6-4.7-4.8-4.3-4.6-4.7-4.7-4.7-4.7-4.3-4.4-4.1-3.7-3.7-4.4-3.7-3.5-4.4-4.4-5.0-5.1-4.6-3.6-2.7-2.4-2.4-1.7-1.7-2.8-1.2-3.1-1.4-2.6-3.4-4.3-4.7-4.9-3.7-4.0-3.2-3.6-4.2p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW0102040SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg PROPOSED LIFT 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170RMJ3226170 TAHITI CIRPROPOSED LIFT51----06-01-22----JR----REVISED DIMENSIONS, ADDED VESSEL----03 OF 08SUBJECT PROPERTYRIPARIANLINERIPARIANLINEPROPOSED12' X 12' BOATLIFT (TYP)·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE.·ALL DATUM SHOWN HEREON IS REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM PROPERTY LINE:SITE ADDRESS:,170 TAHITI CIRNAPLESFL34113DEPTHSREFERENCEDTO MLWEXISTINGDOCK ANDLIFTEXISTINGSEAWALL33'12'12'AA05"COURT GREGORY SURVEYING, INC."11-04-21-1.63'+0.42'1025711,118057133'26.8'25.6
'20.7'21.8'27'3.A.ePacket Pg. 61Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE
0248SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg CROSS SECTION 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170RMJ3226170 TAHITI CIRCROSS SECTION51----06-01-22----JR----ADDED VESSELS----04 OF 08EXISTING DOCKAND BOATLIFT TOREMAINx
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p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW0204080SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg SUBMERGED RESOURCE SURVEY 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170-3226170 TAHITI CIRSUBMERGED RESOURCE SURVEY51-------------------05 OF 08SUBJECT PROPERTYNO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200 FT OF THEPROPOSED PROJECT200'200'10'TRANSECTS (TYP)TYPICAL DIVE TRANSECT·SURVEY COURTESY OF:··SURVEY DATED:NOTES:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE."COURT GREGORY SURVEYING, INC."11-04-213.A.ePacket Pg. 63Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE
p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW0100200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg WIDTH OF WATERWAY 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170RMJ3226170 TAHITI CIRWIDTH OF WATERWAY51----06-01-22----JR----ADDED DIMENSION----06 OF 08SUBJECT PROPERTY1299' WIDTH OF WATERWAY1118' WIDTH OF WATERWAY MHWL TO MHWLNOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.1085' WATERWARD EDGE OFBOATLIFT TO MHWL OF WATERWAY3.A.ePacket Pg. 64Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE
p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW0100200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg ADJACENT DOCKS 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170-3226170 TAHITI CIRADJACENT DOCKS51-------------------07 OF 08SUBJECT PROPERTY17'20'
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p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg 6/30/2022NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21170.00 evans-170 tahiti cir\CAD\PERMIT-COUNTY\21170-BDE.dwg ST OVERLAY 6/30/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ01-26-2221170-3226170 TAHITI CIRST OVERLAY51-------------------08 OF 08SUBJECT PROPERTYST OVERLAY3.A.ePacket Pg. 66Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE
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3.A.ePacket Pg. 68Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE11/12/2021
170 TAHITI CIRCLE
NAPLES, FL 34113
FOLIO #5239076008
SUBMERGED RESOURCE SURVEY REPORT
SEPTEMBER 2021
PREPARED BY:
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Table of Contents
1 Introduction ....................................................................................................................................... 1
2 Objective ............................................................................................................................................. 2
3 Methodology ...................................................................................................................................... 3
4 Results ................................................................................................................................................. 4
5 Conclusion .......................................................................................................................................... 5
6 Photos .................................................................................................................................................. 6
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170 Tahiti Circle
Submerged Resource Survey
September 2021
1
1 INTRODUCTION
Turrell, Hall & Associates, Inc. (THA) has been contracted to provide environmental services in
the form of a Submerged Resource Survey (SRS) at a property addressed as 170 Tahiti Circle in
Naples, FL 34113 that can be identified by folio #52390760008. This resource survey will provide
planning assistance to both the property owner and regulating agencies during the review
process for the proposed project.
The subject property consists of a 0.1-acre parcel that can be found in Isles of Capri along Johnson
Bay that connects to the Gulf of Mexico through Little Marco River. The parcel currently contains
an existing docking facility with one boatlift. The property is neighbored to the east and west by
single family residences, to the north by Johnson Bay, and to the south by Tahiti Circle.
The SRS was conducted on September 15, 2021, between approximately 10:45 a.m. and 11:40 a.m.
Site conditions consisted of partially cloudy skies with a slight breeze. Water clarity was fair to
good which allowed approximately 24-30 inches of visibility. The ambient air temperature was
approximately 83 degrees Fahrenheit and wind speeds averaged 12 mph from the east. The
average ambient water temperature was approximately 86 degrees Fahrenheit. High tide
occurred before the site visit at approximately 7:36 a.m. and reached approximately 3.0 feet above
the Mean Low Water Mark. Low tide was achieved after the site visit at approximately 3:02 p.m.,
reaching approximately 0.10 feet above the Mean Low Water Mark.
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170 Tahiti Circle
Submerged Resource Survey
September 2021
2
2 OBJECTIVE
The objective of the SRS was to identify and locate any existing submerged resources within 200
feet of the existing docking facility and proposed additional boatlift. Ordinarily, if seagrasses are
present within the vicinity of a project area, an analysis will be required regarding species, percent
coverage, and impacts projected by the proposed project. The presence of seagrasses may be
ample cause for re-configuration of the design for projects over surface waters in order to
minimize impacts. The general scope of work performed during a typical submerged resource
survey is summarized below:
• THA personnel will conduct a site visit and swim a series of transects within the project
site in order to verify the location of any submerged resources.
• THA personnel will identify submerged resources within the vicinity of the site and
produce an estimate of the percent coverage of any resources found.
• THA personnel will delineate the approximate limits of any submerged resources
observed via a handheld GPS device.
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170 Tahiti Circle
Submerged Resource Survey
September 2021
3
3 METHODOLOGY
THA biologists intentionally designed the methodology of the SRS to cover not only the entire
property shoreline of the subject property but also the area within 200 ft. of the project site. The
components utilized for this survey included:
• Reviewing aerial photography of the surveyed area.
• Establishing survey transect lines (spaced approximately 10 feet apart) overlaid onto
aerials. (See attached Exhibits)
• Physically swimming the transects, GPS locating the limits of any submerged resources
found, and determining the percent coverage within the area.
• Documenting and photographing all findings
The surveyed area was evaluated systematically by following the established transect lines
throughout the project site as shown on the attached exhibit. Existing and neighboring properties,
docking facilities, and other landmarks provided reference markers which assisted in
maintaining correct positioning over each transect.
During this SRS, one THA staff member swam the transect lines using snorkel equipment while
a second remained on the shore taking notes and compiling findings on an aerial of the project
site. Ordinarily, if any resources are found, they are photographed, GPS located, delineated, and
analyzed for percent coverage within the area via a half meter square quadrat.
3.A.e
Packet Pg. 73 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
170 Tahiti Circle
Submerged Resource Survey
September 2021
4
4 RESULTS
The substrate found within the surveyed area consists of 1 distinct classification: sand with
a high volume of shell debris. This substrate was found throughout the entire surveyed area.
The shoreline consists of a concrete seawall with piles and an existing docking facility which
supports a variety of fish as well as sessile and motile invertebrates such as barnacles and
mud crabs. Some of the old dock piles and seawall panels carried historic fragments or
remains of oysters, but no live individuals were observed. Algae was observed covering
parts of the submerged riprap but was not observed in the underlying substrate. The
majority of the project site was devoid of vegetative growth, presumably because of a
combination of shallow depths, high wave action and volatile tidal currents. Such conditions
also create highly turbid waters, reducing penetration of the water column by sunlight. A
list of observed species can be seen below in Table 1.
Table 1 – Observed fish species
Common Name Scientific Name
Striped Mullet Mugil cephalus
Grey Snapper Lutjanus griseus
Sheepshead Archosargus probatocephalus
Crevalle Jack Caranx hippos
Barnacle Amphibalanus spp.
Mud Crab Panopius herbstii
3.A.e
Packet Pg. 74 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
170 Tahiti Circle
Submerged Resource Survey
September 2021
5
5 CONCLUSION
The submerged resource survey conducted at the project site yielded few findings at best.
Barnacles, mud crabs, and historic indicators of oysters could be seen on the seawall and
dock piles. Algae was observed on parts of the rip-rap, but nowhere else around the project
site. Seagrasses were not observed anywhere near the project site. All fish species were
observed swimming in and around the existing docking facility.
Negative impacts to submerged resources are not expected with the proposed project.
3.A.e
Packet Pg. 75 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
170 Tahiti Circle
Submerged Resource Survey
September 2021
6
6 PHOTOS
Photo 1: Existing dock and associated boatlift.
3.A.e
Packet Pg. 76 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
170 Tahiti Circle
Submerged Resource Survey
September 2021
7
Photo 2: Sandy material and shell debris found throughout the surveyed area.
3.A.e
Packet Pg. 77 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
170 Tahiti Circle
Submerged Resource Survey
September 2021
8
Photo 3: Typical view of bottom sediment.
3.A.e
Packet Pg. 78 Attachment: Attachment D - Applicant’s Backup and Supporting Documents (22971 : PL20210003232 BDE 170 Tahiti Circle Evans)
08/25/2022
COLLIER COUNTY
Collier County Hearing Examiner
Item Number: 3.B
Item Summary: Petition No. BDE-PL20220002144 - 178 Tahiti Circle - Request for a 34-foot
boat dock extension, over the maximum 20 feet allowed by Section 5.03.06.E.1 of the Collier County
Land Development Code for waterways 100 feet or greater in width, to construct a new dock facility that
will protrude a total of 54 feet into a waterway that is 224± feet wide for the benefit of property located at
178 Tahiti Circle, also known as Lot 155, Isles of Capri No. 2, in Section 32, Township 51 South, Range
26 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 1
Meeting Date: 08/25/2022
Prepared by:
Title: Planner – Zoning
Name: John Kelly
08/03/2022 5:46 PM
Submitted by:
Title: Zoning Director – Zoning
Name: Mike Bosi
08/03/2022 5:46 PM
Approved By:
Review:
Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 08/03/2022 6:12 PM
Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 08/10/2022 4:15 PM
Zoning Ray Bellows Review Item Completed 08/10/2022 4:57 PM
Zoning Mike Bosi Review Item Completed 08/11/2022 2:35 PM
Hearing Examiner Andrew Dickman Meeting Pending 08/25/2022 9:00 AM
3.B
Packet Pg. 79
BDE-PL20220002144 – 178 Tahiti Cir Page 1 of 7
August 1, 2022
STAFF REPORT
TO: COLLIER COUNTY HEARING EXAMINER
FROM: GROWTH MANAGEMENT DEPARTMENT
ZONING DIVISION - ZONING SERVICES SECTION
HEARING DATE: AUGUST 25, 2022
SUBJECT: BDE-PL20220002144, 178 TAHITI CIRCLE – DEMARET DOCK
_________________________________________________________________________
PROPERTY OWNER/APPLICANT: AGENT:
Kenneth J. and Kathleen A. Demaret, Co-Trustees, Jeff Rogers
Kenneth and Kathleen Demaret 2009 Family Trust Turrell, Hall & Associates, Inc.
192 Tahiti Cir 3584 Exchange Ave.
Naples, FL 34113 Naples, FL 34104
REQUESTED ACTION:
The petitioner requests a 34-foot boat dock extension, over the maximum 20 feet allowed by
Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways 100 feet
or greater in width, to construct a new dock facility that will protrude a total of 54 feet into a
waterway that is 224± feet wide for the benefit of the subject property.
GEOGRAPHIC LOCATION:
The subject property comprises 0.18± acres located at 178 Tahiti Circle and is legally described as
Lot 155, Isles of Capri No. 2, in Section 32, Township 51 South, Range 26 East. Collier County,
Florida. (See location map on the following page)
PURPOSE/DESCRIPTION OF PROJECT:
The subject property is located within a Residential Single-Family-4 (RSF-4) zoning district and
enjoys 102± feet of water frontage on Johnson Bay. At present, the property has been razed and a
Building Permit application (No. PRFH20220416412) remains under review for a 3-story single-
family dwelling. The petitioner seeks to construct a 2-slip dock facility, perpendicular to the
shoreline, with two boatlifts; one to accommodate a 50-foot vessel and the other to be decked over
to serve two personal watercrafts (PWCs). The dock has been designed to incorporate a hand
railing to prevent the creation of an additional slip; the dock will however have a 12-foot by 13-
foot area for canoes, kayaks, and/or paddleboards.
3.B.a
Packet Pg. 80 Attachment: Staff Report 08032022 (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
BDE-PL20220002144 – 178 Tahiti Cir Page 2 of 7
August 1, 2022
3.B.aPacket Pg. 81Attachment: Staff Report 08032022 (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
BDE-PL20220002144 – 178 Tahiti Cir Page 3 of 7
August 1, 2022
SURROUNDING LAND USE & ZONING:
North: Johnson Bay (waterway located within an Agricultural zoning with a Special
Treatment overlay (A-ST))
East: Single-family residence located within a Residential Single-Family-4 (RSF-4)
zoning district
South: Tahiti Circle (Right-of-Way) then a Residential Single-Family-4 (RSF-4) zoning
district
West: Single-family residence located within a Residential Single-Family-4 (RSF-4)
zoning district
Aerial – Collier County GIS
Aerial – Collier County Property Appraiser
3.B.a
Packet Pg. 82 Attachment: Staff Report 08032022 (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
BDE-PL20220002144 – 178 Tahiti Cir Page 4 of 7
August 1, 2022
ENVIRONMENTAL EVALUATION:
Environmental Planning Staff has reviewed this petition and has no objection to the granting of
this request. The property is located adjacent to an ST overlay zone (Johnson Bay), which will
require an ST-permit for the proposed docking facilities prior to issuance of the building permits.
The proposed docking facilities will be constructed waterward of the existing seawalled shoreline.
The shoreline does not contain native vegetation. A submerged resources survey provided by the
applicant found no submerged resources in the area 200 feet beyond the proposed docking facility.
Exhibit sheet 7 of 10 provides an aerial with a note stating that no seagrasses were observed within
200 feet.
This project does not require an Environmental Advisory Council Board (EAC) review, because
this project did not meet the EAC scope of land development project reviews as identified in
Chapter 2, Article VIII, Division 23, Section 2-1193 of the Collier County Code of Laws and
Ordinances.
STAFF ANALYSIS:
In accordance with LDC Section 5.03.06.H., the Collier County Hearing Examiner shall approve,
approve with conditions, or deny a dock facility extension request based on certain criteria. In
order for the Hearing Examiner to approve this request, at least four of the five primary criteria
and four of the six secondary criteria must be met:
Primary Criteria:
1. Whether the number of dock facilities and/or boat slips proposed is appropriate in
relation to the waterfront length, location, upland land use and zoning of the subject
property. Consideration should be made of property on unbridged barrier islands,
where vessels are the primary means of transportation to and from the property.
(The number should be appropriate; typical single-family use should be no more than
two slips; typical multi-family use should be one slip per dwelling unit; in the case of
unbridged barrier island docks, additional slips may be appropriate.)
Criterion met. The subject property is located within an RSF-4 zoning district and will be
improved with a single-family dwelling for which the LDC allows two boat slips. The
proposed project consists of a dock facility with two boatlifts, one to accommodate a 50-
foot vessel and the other to be decked over for two personal watercrafts (PWCs). There
will also be a railing installed to inhibit a third unauthorized slip.
2. Whether the water depth at the proposed site is so shallow that a vessel of the general
length, type and draft as that described in the petitioner’s application is unable to
launch or moor at mean low tide (MLT). (The petitioner’s application and survey
should establish that the water depth is too shallow to allow launching and mooring
of the vessel(s) described without an extension.)
Criterion not met. The applicant states: The boat dock extension is necessary to
accommodate the owners’ vessels and due to riprap along the subject seawall; the proposed
3.B.a
Packet Pg. 83 Attachment: Staff Report 08032022 (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
BDE-PL20220002144 – 178 Tahiti Cir Page 5 of 7
August 1, 2022
dock cannot come any closer to the shoreline. A more shore parallel dock design would
not work due to the riprap and would then also require the vessel to cross over into the
adjacent property owners’ riparian area. The reason for this BDE is both the riprap of the
shoreline and vessel size. Staff concurs.
3. Whether the proposed dock facility may have an adverse impact on navigation within
an adjacent marked or charted navigable channel. (The facility should not intrude
into any marked or charted navigable channel thus impeding vessel traffic in the
channel.)
Criterion met. The applicant states that there are no marked channels within this section
of Johnson Bay, therefore the entire waterway provides safe navigation. As proposed, the
dock facility will also maintain the ingress/egress to both neighboring docks. Staff concurs.
4. Whether the proposed dock facility protrudes no more than 25 percent of the width
of the waterway, and whether a minimum of 50 percent of the waterway width
between dock facilities on either side is maintained for navigability. (The facility
should maintain the required percentages.)
Criterion met. The subject waterway is 224± feet wide at this point. The proposed dock
facility will protrude 54 feet into the subject waterway which is 24.1% of said waterway.
The distance between the subject dock facility and that on the opposite shore is 137 feet;
given that the total width of the waterway is 224± feet, over 50% (or 112 feet) is open and
available for navigation.
5. Whether the proposed location and design of the dock facility is such that the facility
would not interfere with the use of neighboring docks. (The facility should not
interfere with the use of legally permitted neighboring docks.)
Criterion met. The proposed dock facility will exceed the required 15-foot side/riparian
setback and allows for the intended vessel to make a direct approach without crossing the
riparian area of others. The subject dock facility will not inhibit the access of neighboring
dock facilities.
Secondary Criteria:
1. Whether there are special conditions not involving water depth, related to the subject
property or waterway, which justify the proposed dimensions and location of the
proposed dock facility. (There must be at least one special condition related to the
property; these may include type of shoreline reinforcement, shoreline configuration,
mangrove growth, or seagrass beds.)
Criterion met. The subject property shoreline consists of a concrete seawall with riprap
along the entire length. The applicant states that due to the riprap the dock facility must be
3 feet away to prevent the vessel from striking the rip-rap while ingress/egressing the
boatlift. The 3-foot offset provides sufficient space to protect the vessel but limits the
ability to reduce protrusion. Additionally, this part of Johnson Bay is located within the
3.B.a
Packet Pg. 84 Attachment: Staff Report 08032022 (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
BDE-PL20220002144 – 178 Tahiti Cir Page 6 of 7
August 1, 2022
Rookery Bay Aquatic Preserve which required the applicant to follow the aquatic preserve
dock guidelines which are more restrictive on design options and location.
2. Whether the proposed dock facility would allow reasonable, safe access to the vessel
for loading/unloading and routine maintenance, without the use of excessive deck
area not directly related to these functions. (The facility should not use excessive deck
area.)
Criterion met. The applicant states the proposed dock facility has been minimized to the
fullest extent possible and provides deck area for routine maintenance, safe access as well
as recreational activities like fishing, plus storage of kayaks and/or paddleboards. Staff
concurs.
3. For single-family dock facilities, whether the length of the vessel, or vessels in
combination, described by the petitioner, exceeds 50 percent of the subject property’s
linear waterfront footage. (The applicable maximum percentage should be
maintained.)
Criterion not met. The proposed dock facility was designed to accommodate a 50-foot
vessel and two personal watercrafts (PWCs) each approximately 12-feet in length. The
subject shoreline is 70± feet in length; therefore, the vessel size will exceed the 50%
threshold.
4. Whether the proposed facility would have a major impact on the waterfront view of
neighboring property owners. (The facility should not have a major impact on the
view of a neighboring property owner.)
Criterion met. As proposed, the dock facility has been designed to be constructed fully
within the required 15-foot side/riparian setbacks. The applicant advises the neighboring
dock facility to the west provides no such setback and actually encroaches upon the subject
property.
5. Whether seagrass beds will be impacted by the proposed dock facility. (If seagrass
beds are present, compliance with subsection 5.03.06(I) of the LDC must be
demonstrated.)
Criterion met. There are no seagrass beds present on the property nor the neighboring
properties within 200-feet of the existing dock structure.
6. Whether the proposed dock facility is subject to the manatee protection requirements
of subsection 5.03.06(E)(11) of this Code. (If applicable, compliance with section
5.03.06(E)(11) must be demonstrated.)
Criterion is not applicable. Criterion not applicable. The provisions of the Collier
County Manatee Protection Plan do not apply to single-family dock facilities except for
those within the seawalled basin of Port of the Islands; the subject property is not located
within Port of the Islands.
3.B.a
Packet Pg. 85 Attachment: Staff Report 08032022 (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
BDE-PL20220002144 – 178 Tahiti Cir Page 7 of 7
August 1, 2022
Staff analysis finds this request complies with four of the five primary criteria. With respect to the
six secondary criteria, one of the criteria is found to be not applicable, and the request satisfies
four of the remaining five secondary criteria.
CONCURRENT LAND USE APPLICATIONS:
Building Permit Application No. PRFH20220416412 is under review for a 3-story residential
dwelling unit.
APPEAL OF BOAT DOCK EXTENSION:
As to any boat dock extension petition upon which the Hearing Examiner takes action, an
aggrieved petitioner may appeal such final action. Such appeal shall be filed per Section 2-88 of
the Collier County Code of Ordinances within 30 days of the Decision by the Hearing Examiner.
An aggrieved non-party may appeal a decision of the Hearing Examiner to the Circuit Court of
Collier County within 30 days of the decision. In the event that the petition has been approved by
the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at
his/her own risk during this 30-day period. Any construction work completed ahead of the approval
authorization shall be at their own risk.
STAFF RECOMMENDATION:
Based on the above findings, staff recommends that the Hearing Examiner APPROVE Petition
BDE-PL20220002144, to allow for the construction of the proposed dock facility that will
protrude 54 feet into the waterway as depicted within the plans contained within Attachment A,
subject to the following conditions:
1. A railing must be incorporated into the primary dock to prohibit use of any open area as a
third slip; and
2. A Certificate of Completion can not be approved for the subject dock facility until such
time as a Certificate of Occupancy has been issued for the principal structure, to wit: a
single-family dwelling.
Attachments:
A) Site and Dock Plans
B) Public Hearing Sign Posting
C) Applicant’s Backup and Supporting Documents
3.B.a
Packet Pg. 86 Attachment: Staff Report 08032022 (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
STATE OF FLORIDACOUNTY AERIAL VICINITY MAPSTATE OF FLORIDACOUNTY AERIAL VICINITY MAPNOTES:<> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SUBJECTPROPERTYSUBJECTPROPERTY<> LATITUDE:N 25.981681<> LONGITUDE:W -81.732712SITE ADDRESS:<> 178 TAHITI CIR NAPLES, FL 34113Turrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg LOCATION MAP 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRLOCATION MAP51-------------------01 OF 10COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTYTAHITI CIRC
A
P
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I
B
L
V
D
3.B.bPacket Pg. 87Attachment: Attachment A - Site and Dock Plans (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
NESW0153060SCALE IN FEETSITE ADDRESS:,178 TAHITI CIRNAPLESFL34113Turrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg EXISTING CONDITIONS 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIREXISTING CONDITIONS51-------------------02 OF 10·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE.·ALL DATUM SHOWN HEREON IS REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:"COURT GREGORY SURVEYING, INC."11-10-21-1.63'+0.42'70'0224'SUBJECTPROPERTYMHW/MLW MOSTLY ABUTSTHE FACE OF THE SEAWALLEXISTINGSEAWALLRIPARIAN LINE
RIPARIAN LINE EXISTINGADJACENTBOATHOUSE,ROOF ANDWALKWAY70'110'
110'70'3.B.bPacket Pg. 88Attachment: Attachment A - Site and Dock Plans (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW0102040SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg PROPOSED DOCK - DIMENSIONS 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRPROPOSED DOCK - DIMENSIONS51-------------------03 OF 10SUBJECTPROPERTYMHW/MLW MOSTLY ABUTSTHE FACE OF THE SEAWALLEXISTINGSEAWALLRIPARIAN LINE
RIPARIAN LINE EXISTING ADJACENTBOATHOUSE, ROOFAND WALKWAYPROPOSEDFIXED DOCKPROPOSED16'X16'BOATLIFTPROPOSED13.5'X12' DECKEDOVER BOATLIFT15.5'15.5'54' PROTRUSION FROM PROPERTY LINE
39'70'PROPOSED HAND RAILING TOPREVENT ADDITIONAL MOORINGPROPOSED HAND RAILING TOPREVENT ADDITIONAL MOORING50'16'16'4'6'PROPOSED12'X12' DECKEDOVER BOATLIFT12'12'12'13'AA0529'·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE.·ALL DATUM SHOWN HEREON IS REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM PROPERTY LINE:"COURT GREGORY SURVEYING, INC."11-10-21-1.63'+0.42'70'0224'95795754'3'3.B.bPacket Pg. 89Attachment: Attachment A - Site and Dock Plans (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
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RIPARIAN LINE EXISTING ADJACENTBOATHOUSE, ROOFAND WALKWAYPROPOSEDFIXED DOCKPROPOSED16'X16'BOATLIFTPROPOSED 12'X12'DECKED OVERBOATLIFTMARLIN BAY·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE.·ALL DATUM SHOWN HEREON IS REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM PROPERTY LINE:"COURT GREGORY SURVEYING, INC."11-10-21-1.63'+0.42'70'0224'95795754'3.B.bPacket Pg. 90Attachment: Attachment A - Site and Dock Plans (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
-2.5
-3.0
-3.5
-3.5
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-4.5
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-4.3
-4.9
-5.0
03612SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg CROSS SECTION AA 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRCROSS SECTION AA51-------------------05 OF 1054' PROTRUSION FROM PROPERTY LINETO END OF DOCK PILE16' BOAT LIFTN.T.E. 10'DECKINGMHW = +0.42' NAVD 88MLW = -1.63' NAVD 88UP PILES (TYP)CAPTIMBER(TYP)STRINGER(TYP)ALL PILINGS TO BE WRAPPEDFROM 12" ABOVE MHW TO 6"BELOW SUBSTRATERAIL3.B.bPacket Pg. 91Attachment: Attachment A - Site and Dock Plans (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW075150300SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg ADJACENT DOCKS-NORTH 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRADJACENT DOCKS-NORTH51-------------------06 OF 10PROPOSEDFIXED DOCK23'20'19'25'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.30'28'33'45'51'38'32'21'24'24'26'3
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p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW0100200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg ADJACENT DOCKS-SOUTH 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRADJACENT DOCKS-SOUTH51-------------------07 OF 1021'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.75'
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42'92'58'31'18'54'PROPOSEDFIXED DOCK3.B.bPacket Pg. 93Attachment: Attachment A - Site and Dock Plans (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW0204080SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg SUBMERGED RESOURCE SURVEY 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRSUBMERGED RESOURCE SURVEY51-------------------08 OF 10SUBJECTPROPERTYNO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200 FT OF THEPROPOSED PROJECTTRANSECTS (TYP)TYPICAL DIVE TRANSECT·SURVEY COURTESY OF:··SURVEY DATED:NOTES:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE."COURT GREGORY SURVEYING, INC."11-10-21200'200'10'3.B.bPacket Pg. 94Attachment: Attachment A - Site and Dock Plans (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW02550100SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg WIDTH OF WATERWAY 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRWIDTH OF WATERWAY51-------------------09 OF 10PROPOSEDFIXED DOCKMARLIN BAY224'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.137'3.B.bPacket Pg. 95Attachment: Attachment A - Site and Dock Plans (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW02550100SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg ST OVERLAY 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRST OVERLAY51-------------------10 OF 10PROPOSEDFIXED DOCKMARLIN BAYSTOVERLAY3.B.bPacket Pg. 96Attachment: Attachment A - Site and Dock Plans (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
3.B.cPacket Pg. 97Attachment: Attachment B - Sign Posting 08042022 (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
3.B.cPacket Pg. 98Attachment: Attachment B - Sign Posting 08042022 (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
3.B.cPacket Pg. 99Attachment: Attachment B - Sign Posting 08042022 (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
3.B.cPacket Pg. 100Attachment: Attachment B - Sign Posting 08042022 (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
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Page 1 of 2
Operations & Regulatory Management Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400
www.colliercountyfl.gov
ADDRESSING CHECKLIST
Please complete the following and email to GMD_Addressing@colliercountyfl.gov or submit in person to the Addressing Section
at the address listed below. This form must be signed by Addressing personnel prior to the pre-application meeting. Please allow
3 business days for processing.
Not all items will apply to every project. Items in bold are required. FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6
months will require additional review and approval by the Addressing Section.
PETITION TYPE (Indicate type below. Complete a separate Addressing Checklist for each Petition type).
BL (Blasting Permit)
BD (Boat Dock Extension)
Carnival/Circus Permit
CU (Conditional Use Permit)
EXP (Excavation Permit)
FP (Final Plat)
LLA (Lot Line Adjustment)
PNC (Project Name Change)
PPL (Plans & Plat Review)
PSP (Preliminary Subdivision Plat)
PUD Rezone
RZ (Standard Rezone)
SDP (Site Development Plan)
SDPA (SDP Amendment)
SDPI (Insubstantial Change to SDP)
SIP (Site Improvement Plan)
SIPI (Insubstantial Change to SIP)
SNR (Street Name Change)
SNC (Street Name Change – Unplatted)
TDR (Transfer of Development Rights)
VA (Variance)
VRP (Vegetation Removal Permit)
VRSFP (Vegetation Removal & Site Fill Permit)
OTHER
LEGAL DESCRIPTION of subject property or properties (copy of lengthy description may be attached)
FOLIO (Property ID) Number(s) of above (attach to, or associate with, legal description if more than one)
STREET ADDRESS or ADDRESSES (as applicable, if already assigned)
•LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right-of-way
•SURVEY (copy – only needed for unplatted properties)
CURRENT PROJECT NAME (if applicable)
PROPOSED PROJECT NAME (if applicable)
PROPOSED STREET NAMES (if applicable)
SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only)
SDP - or AR or PL #
Addressing Checklist (Rev 12/2021)
T51, R26, S32
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Packet Pg. 109 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)4
ISLES OF CAPRI NO 2 LOT 155
52390840009
178 Tahiti Circle, Naples, FL 34113
Addressing Checklist (Rev 12/2021) Page 2 of 2
Operations & Regulatory Management Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400
www.colliercountyfl.gov
Project or development names proposed for, or already appearing in, condominium documents (if application, indicate whether
proposed or existing)
Please Return Approved Checklist By: Email Personally picked up
Applicant Name:
Phone: Email:
Signature on Addressing Checklist does not constitute Project and/or Street Name approval and is subject to further review by
the Operations Division.
FOR STAFF USE ONLY
Folio Number
Folio Number
Folio Number
Folio Number
Folio Number
Folio Number
Approved by: Date:
Updated by: Date:
IF OLDER THAN 6 MONTHS, FORM MUST BE
UPDATED OR A NEW FORM SUBMITTED.
52390840009
2/24/2022
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Packet Pg. 110 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)4
Ken Demaret/ Jeff Rogers(agent)
(239) 643-0166 tuna@thanaples.com
Narrative Description: The proposed Boat Dock Extension request is to construct a new single-
family docking facility with two boatlifts located at 178 Tahiti Circle on Isles of Capri. The
subject waterway is considered Johnson Bay along the north side of Isles of Capri. This section
of Johnson Bay is state lands and lies within the Rookery Bay Aquatic Preserve area. The
subject property has a seawall that is located on the property line which is the most restrictive
point. Additionally, the applicate is currently constructing a new single-family residence.
The proposed dock will require a BDE for the applicant to moor their vessel on a boatlift at the
proposed docking facility. As proposed the dock will have two boatlifts one for the 50-foot
LOA vessel and the other for two PWC’s. The proposed dock will protrude approximately 54-
feet from the MHWL/seawall/property line and therefore we are requesting a 34-foot extension
over the allowed 20-feet. The subject waterway is approximately 224-feet wide and as proposed
the dock and boat lift would protrude just under 24% into the subject waterway. The subject
waterway is an unmarked waterway and completely open to navigation therefore no impacts to
navigation within the area will result from the proposed dock.
Additionally, there are other single-family docks within the subject bay and adjacent Pompano
Bay to our west that support docks that protrude about the same as the proposed subject dock
and there are a few others due to the vessels that protrude further out into their subject
waterway. This can be seen on the attached BDE exhibits as a reference for your review.
The proposed dock will provide 15.5-foot setbacks which is greater than what is required for
lots with 60-feet of shoreline or greater. There are no impacts to any submerged resources, the
decking area has been minimized and still provides sufficient surface area for recreational
activities, routine maintenance, and associated storage.
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Packet Pg. 111 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
PRIMARY CRITERIA
The following criteria, pursuant to LDC section 5.03.06, shall be used as a guide by staff in
determining its recommendation to the Office of the Hearing Examiner. The Hearing
Examiner will utilize the following criteria as a guide in the decision to approve or deny a
particular Dock Extension request. In order for the Hearing Examiner to approve the
request, it must be determined that at least 4 of the 5 primary criteria, and at least 4 of the
6 secondary criteria, must be met. On separate sheets, please provide a narrative response
to the listed criteria and/or questions.
1. Whether or not the number of dock facilities and/or boat slips proposed is appropriate in
relation to the waterfront length, location, upland land use, and zoning of the subject
property; consideration should be made of property on unbridged barrier islands, where
vessels are the primary means of transportation to and from the property. (The number
should be appropriate; typical, single-family use should be no more than two slips;
typical multi-family use should be one slip per dwelling unit; in the case of unbridged
barrier island docks, additional slips may be appropriate.)
The subject property is zoned for a single-family residential unit which warrants no
more than 2 slips per the CC-LDC. The proposed docking facility consists of
installing two boatlifts one to accommodate a 50-foot LOA vessel and the other is a
decked over boatlift for two PWC’s. The proposed dock will extend out 54-feet
from the seawall/plotted property line which is 34-feet of protrusion past from the
allowed 20-feet. Additionally, the proposed dock will provide 15.5-foot setbacks
from both riparian lines and therefore will not interfere with the adjacent
properties as the vessels ingress/egress the proposed boatlifts.
Criterion Met
2. Whether or not the water depth at the proposed site is so shallow that a vessel of the
general length, type, and draft as that described in the petitioner’s application is unable to
launch or moor at mean low tide (MLT). (The petitioner’s application and survey should
show that the water depth is too shallow to allow launch and mooring of the vessel (s)
described without an extension.)
The boat dock extension is necessary to accommodate the owners’ vessels and due to
rip-rap along the subject seawall the proposed dock cannot come any closer to the
shoreline. A more shore parallel dock design would not work due to the rip-rap and
would then also require the vessel to cross over into the adjacent property owners’
riparian area. The reason for this BDE request was due to both shallow water
depths along the shoreline as well as the vessel size.
Criterion Not Met
3. Whether or not the proposed dock facility may have an adverse impact on navigation
within an adjacent marked or charted navigable channel. (The facility should not intrude
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Packet Pg. 112 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
into any marked or charted navigable channel thus impeding vessel traffic in the
channel.)
The proposed docking facility design is consistent with numerous other docks along
the subject and adjacent waterways as well as the overall protrusion out. As
proposed the dock and boatlift will not impact navigation as well as maintain the
ingress/egress to both adjacent neighboring docks. There is no marked channel
within this section of Johnson Bay therefore the entire waterway provides safe
navigation and no impacts to any navigation will result from the proposed project.
Criterion Met
4. Whether or not the proposed dock facility protrudes no more than 25 percent of the width
of the waterway, and whether or not a minimum of 50 percent of the waterway width
between dock facilities on either side of the waterway is maintained for navigability. (The
facility should maintain the required percentages.)
The approximate waterway width is 224-feet wide. The proposed dock protrusion is
54-feet which is under 24% width of the waterway.
Criterion Met
5. Whether or not the proposed location and design of the dock facility is such that the
facility would not interfere with the use of neighboring docks. (The facility should not
interfere with the use of legally permitted neighboring docks.)
The proposed docking facility is consistent with the other docks neighboring docks
which accommodate larger vessels within this bay and the adjacent bay on Isles of
Capri. This area is a boating community which both neighboring properties have
docking facilities. As proposed the dock will be within the allowed buildable area by
providing the required setbacks and therefore the views into the subject waterway
by the adjacent property owners will not be impacted nor their access to their
docks.
Criterion Met
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Packet Pg. 113 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
SECONDARY CRITERIA
1. Whether or not there are special conditions, not involving water depth, related to the
subject property or waterway, which justify the proposed dimensions and location of the
proposed dock facility. (There must be at least one special condition related to the
property; these may include type of shoreline reinforcement, shoreline configuration,
mangrove growth, or seagrass beds.)
The subject property shoreline consists of a concrete seawall with riprap along the
entire length. Due to the riprap the proposed dock location being 3-feet off the
seawall is needed to prevent the vessel from potentially striking the riprap (rocks)
while ingress/egressing the boatlift. The 3-foot offset provides sufficient spacing to
protect the vessel but limits our ability to reduce the overall protrusion any more
than what is being proposed. The subject waterway width does allow the proposed
dock to protrude out as far as its being proposed without any impacts to navigation
or adjacent neighboring dock ingress/egress. Additionally, this waterway Johnson
Bay is within the Rookery Bay Aquatic Preserve which requires the applicant to
follow the aquatic preserve dock guidelines which are more restrictive on design
options and location.
Criterion Met
2. Whether the proposed dock facility would allow reasonable, safe, access to the vessel for
loading/unloading and routine maintenance, without the use of excessive deck area not
directly related to these functions. (The facility should not use excessive deck area.)
The proposed docking facility has been minimized to the fullest extent possible and
still provide deck area for routine maintenance, safe access as well as recreational
activities like fishing plus storage of kayaks or paddleboards. The total over-water
square footage is 957 square feet.
Criterion Met
3. For single-family dock facilities, whether or not the length of the vessel, or vessels in
combination, described by the petitioner exceeds 50 percent of the subject property’s
linear waterfront footage. (The applicable maximum percentage should be maintained.)
The existing docking facility has been designed to moor one vessel 50-feet in length
as well as two PWC’s. The subject property’s shoreline length is approximately 70-
feet and therefore this criterion is NOT met.
4. Whether or not the proposed facility would have a major impact on the waterfront view
of neighboring waterfront property owners. (The facility should not have a major impact
on the view of either property owner.)
3.B.d
Packet Pg. 114 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
As proposed the dock has been designed within the designated setbacks and is
consistent with the other previously approved BDE boat docks being perpendicular
to the shoreline in order remain within the riparian area. Both adjacent properties
have docking facilities one of which is partially on the subject property and does not
provide any setback. There are no impacts to either adjacent property owner as
their view is within their riparian lines extending from the shoreline out to the
middle of the subject waterway.
5. Whether or not seagrass beds are located within 200 feet of the proposed dock facility. (If
seagrass beds are present, compliance with LDC subsection 5.03.06 I must be
demonstrated.)
There are no seagrass beds present on the property nor the neighboring properties
within 200’ of the existing dock structure.
Criterion Met
6. Whether or not the proposed dock facility is subject to the manatee protection
requirements of LDC subsection 5.03.06 E.11. (If applicable, compliance with subsection
5.03.06.E.11 must be demonstrated.)
The proposed work is a single-family dock facility and therefore not subject to
Manatee Protection Requirements.
N/A
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STATE OF FLORIDACOUNTY AERIAL VICINITY MAPSTATE OF FLORIDACOUNTY AERIAL VICINITY MAPNOTES:<> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SUBJECTPROPERTYSUBJECTPROPERTY<> LATITUDE:N 25.981681<> LONGITUDE:W -81.732712SITE ADDRESS:<> 178 TAHITI CIR NAPLES, FL 34113Turrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg LOCATION MAP 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRLOCATION MAP51-------------------01 OF 10COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTYTAHITI CIRC
A
P
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I
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3.B.dPacket Pg. 121Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE
NESW0153060SCALE IN FEETSITE ADDRESS:,178 TAHITI CIRNAPLESFL34113Turrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg EXISTING CONDITIONS 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIREXISTING CONDITIONS51-------------------02 OF 10·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE.·ALL DATUM SHOWN HEREON IS REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:"COURT GREGORY SURVEYING, INC."11-10-21-1.63'+0.42'70'0224'SUBJECTPROPERTYMHW/MLW MOSTLY ABUTSTHE FACE OF THE SEAWALLEXISTINGSEAWALLRIPARIAN LINE
RIPARIAN LINE EXISTINGADJACENTBOATHOUSE,ROOF ANDWALKWAY70'110'
110'70'3.B.dPacket Pg. 122Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE
p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW0102040SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg PROPOSED DOCK - DIMENSIONS 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRPROPOSED DOCK - DIMENSIONS51-------------------03 OF 10SUBJECTPROPERTYMHW/MLW MOSTLY ABUTSTHE FACE OF THE SEAWALLEXISTINGSEAWALLRIPARIAN LINE
RIPARIAN LINE EXISTING ADJACENTBOATHOUSE, ROOFAND WALKWAYPROPOSEDFIXED DOCKPROPOSED16'X16'BOATLIFTPROPOSED13.5'X12' DECKEDOVER BOATLIFT15.5'15.5'54' PROTRUSION FROM PROPERTY LINE
39'70'PROPOSED HAND RAILING TOPREVENT ADDITIONAL MOORINGPROPOSED HAND RAILING TOPREVENT ADDITIONAL MOORING50'16'16'4'6'PROPOSED12'X12' DECKEDOVER BOATLIFT12'12'12'13'AA0529'·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE.·ALL DATUM SHOWN HEREON IS REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM PROPERTY LINE:"COURT GREGORY SURVEYING, INC."11-10-21-1.63'+0.42'70'0224'95795754'3'3.B.dPacket Pg. 123Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE
-3.0-4.0-4.8-4.8-4.0-3.0-3.5-4.5-5.0-5.0-4.5-3.5-2.5-2.5-2.0-1.3-1.4-2.3-2.4-2.4-2.3-2.5-2.5-2.2-2.2-1.5-1.5-2.0-3.0-3.0-2.5-3.5-3.5-3.5-2.5-2.5-2.5-4.5-4.7-4.3-4.5-4.1-4.3-3.8-4.2-4.7-4.9-4.6-4.5-4.7-4.3-3.0-2.5-3.5-4.0-4.5-4.7-3.5-4.5-2.5-2.5p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW0102040SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg PROPOSED DOCK - DEPTHS 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRPROPOSED DOCK - DEPTHS51-------------------04 OF 10SUBJECTPROPERTYMHW/MLW MOSTLY ABUTSTHE FACE OF THE SEAWALLEXISTINGSEAWALLRIPARIAN LINE
RIPARIAN LINE EXISTING ADJACENTBOATHOUSE, ROOFAND WALKWAYPROPOSEDFIXED DOCKPROPOSED16'X16'BOATLIFTPROPOSED 12'X12'DECKED OVERBOATLIFTMARLIN BAY·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE.·ALL DATUM SHOWN HEREON IS REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM PROPERTY LINE:"COURT GREGORY SURVEYING, INC."11-10-21-1.63'+0.42'70'0224'95795754'3.B.dPacket Pg. 124Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE
-2.5
-3.0
-3.5
-3.5
-2.5
-4.5
-4.7
-4.3
-4.9
-5.0
03612SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg CROSS SECTION AA 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRCROSS SECTION AA51-------------------05 OF 1054' PROTRUSION FROM PROPERTY LINETO END OF DOCK PILE16' BOAT LIFTN.T.E. 10'DECKINGMHW = +0.42' NAVD 88MLW = -1.63' NAVD 88UP PILES (TYP)CAPTIMBER(TYP)STRINGER(TYP)ALL PILINGS TO BE WRAPPEDFROM 12" ABOVE MHW TO 6"BELOW SUBSTRATERAIL3.B.dPacket Pg. 125Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE
p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW075150300SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg ADJACENT DOCKS-NORTH 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRADJACENT DOCKS-NORTH51-------------------06 OF 10PROPOSEDFIXED DOCK23'20'19'25'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.30'28'33'45'51'38'32'21'24'24'26'3
0
'
25
'
24
'27'43'36'18'16'23'
29'
21'17'20'23'19'
20'
32'
25'
28'
24'
54'19'33'2
6
'22'3.B.dPacket Pg. 126Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE
p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW0100200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg ADJACENT DOCKS-SOUTH 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRADJACENT DOCKS-SOUTH51-------------------07 OF 1021'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.75'
32'
24'
57'
46'
49'
25'
24'
92
'
77
'
53
'
42'92'58'31'18'54'PROPOSEDFIXED DOCK3.B.dPacket Pg. 127Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE
p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW0204080SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg SUBMERGED RESOURCE SURVEY 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRSUBMERGED RESOURCE SURVEY51-------------------08 OF 10SUBJECTPROPERTYNO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200 FT OF THEPROPOSED PROJECTTRANSECTS (TYP)TYPICAL DIVE TRANSECT·SURVEY COURTESY OF:··SURVEY DATED:NOTES:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE."COURT GREGORY SURVEYING, INC."11-10-21200'200'10'3.B.dPacket Pg. 128Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE
p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW02550100SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg WIDTH OF WATERWAY 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRWIDTH OF WATERWAY51-------------------09 OF 10PROPOSEDFIXED DOCKMARLIN BAY224'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.137'3.B.dPacket Pg. 129Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE
p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg 6/2/2022NESW02550100SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@turrell-associates.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21145.00 demaret-178 tahiti cir\CAD\PERMIT-COUNTY\21145-BDE.dwg ST OVERLAY 6/2/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:JRRMJ06-02-2221145-3226178 TAHITI CIRST OVERLAY51-------------------10 OF 10PROPOSEDFIXED DOCKMARLIN BAYSTOVERLAY3.B.dPacket Pg. 130Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE
3.B.dPacket Pg. 131Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE11/23/2021
178 TAHITI CIRCLE
NAPLES, FL 34113
FOLIO #52390840009
SUBMERGED RESOURCE SURVEY REPORT
SEPTEMBER 2021
PREPARED BY:
3.B.d
Packet Pg. 132 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
Table of Contents
1 Introduction ....................................................................................................................................... 1
2 Objective ............................................................................................................................................. 2
3 Methodology ...................................................................................................................................... 3
4 Results ................................................................................................................................................. 4
5 Conclusion .......................................................................................................................................... 5
6 Photos .................................................................................................................................................. 6
3.B.d
Packet Pg. 133 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
178 Tahiti Circle
Submerged Resource Survey
September 2021
1
1 INTRODUCTION
Turrell, Hall & Associates, Inc. (THA) has been contracted to provide environmental services in
the form of a Submerged Resource Survey (SRS) at a property addressed as 178 Tahiti Circle in
Naples, FL 34113 that can be identified by folio #52390840009. This resource survey will provide
planning assistance to both the property owner and regulating agencies during the review
process for the proposed project.
The subject property consists of a 0.1-acre parcel that can be found in Isle of Capri along Little
Hickory Bay that connects to the Gulf of Mexico through Wiggins Pass. The parcel currently
contains an existing docking facility with one boatlift. The property is neighbored to the east and
west by single family residences, to the north by Bonita Beach Road, and to the south by
submerged bottomlands.
The SRS was conducted on September 15, 2021, between approximately 11:30 a.m. and 12:15 p.m.
Site conditions consisted of partially cloudy skies with a slight breeze. Water clarity was fair and
allowed approximately 18-24 inches of visibility. The ambient air temperature was approximately
85 degrees Fahrenheit and wind speeds averaged 7 mph from the south. The average ambient
water temperature was approximately 85 degrees Fahrenheit. High tide occurred before the site
visit at approximately 8:20 a.m. and reached approximately 2.92 feet above the Mean Low Water
Mark. Low tide was achieved after the site visit at approximately 3:58 p.m., reaching
approximately 0.12 feet above the Mean Low Water Mark.
3.B.d
Packet Pg. 134 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
178 Tahiti Circle
Submerged Resource Survey
September 2021
2
2 OBJECTIVE
The objective of the SRS was to identify and locate any existing submerged resources within 200
feet of the proposed docking facility expansion. Ordinarily, if seagrasses are present within the
vicinity of a project area, an analysis will be required regarding species, percent coverage, and
impacts projected by the proposed project. The presence of seagrasses may be ample cause for re-
configuration of the design for projects over surface waters in order to minimize impacts. The
general scope of work performed during a typical submerged resource survey is summarized
below:
• THA personnel will conduct a site visit and swim a series of transects within the project
site in order to verify the location of any submerged resources.
• THA personnel will identify submerged resources within the vicinity of the site and
produce an estimate of the percent coverage of any resources found.
• THA personnel will delineate the approximate limits of any submerged resources
observed via a handheld GPS device.
3.B.d
Packet Pg. 135 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
178 Tahiti Circle
Submerged Resource Survey
September 2021
3
3 METHODOLOGY
THA biologists intentionally designed the methodology of the SRS to cover not only the entire
property shoreline for the proposed dock installation but also the area within 200 ft. of the
proposed site. The components utilized for this survey included:
• Reviewing aerial photography of the surveyed area.
• Establishing survey transect lines (spaced approximately 10 feet apart) overlaid onto
aerials. (See attached Exhibits)
• Physically swimming the transects, GPS locating the limits of any submerged resources
found, and determining the percent coverage within the area.
• Documenting and photographing all findings
The surveyed area was evaluated systematically by following the established transect lines
throughout the project site as shown on the attached exhibit. Neighboring properties, docking
facilities, and other landmarks provided reference markers which assisted in maintaining correct
positioning over each transect.
During this SRS, one THA staff member swam the transect lines using snorkel equipment while
a second remained on the shore taking notes and compiling findings on an aerial of the project
site. Ordinarily, if any resources are found, they are photographed, GPS located, delineated, and
analyzed for percent coverage within the area via a half meter square quadrat.
3.B.d
Packet Pg. 136 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
178 Tahiti Circle
Submerged Resource Survey
September 2021
4
4 RESULTS
The substrate found within the surveyed area consists of silty sand material and shell debris.
Depths increased gradually with distance from the shoreline to the middle of the waterway from
approximately four to eight feet.
During the submerged portion of the survey, no seagrasses, oysters, or other resources were
observed in any capacity. Accordingly, no impacts to submerged resources are expected to occur
as the result of the proposed project. A list of species observed during the SRS can be seen below
in Table 1.
Table 1: Observed species of wildlife and vegetation within the vicinity of the project site
Common Name Scientific Name
Eastern mudminnow Umbra pygmaea
Sheepshead Archosargus probatocephalus
Bottle-nosed dolphin Tursiops truncatus
Unknown tunicate Aplidium spp.
Greenback Oncorhynchus clarkii stomias
3.B.d
Packet Pg. 137 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
178 Tahiti Circle
Submerged Resource Survey
September 2021
5
5 CONCLUSION
The submerged resource survey was conducted and completed throughout a 200-foot radius
surrounding the project site and yielded few results. An existing concrete seawall is present along
the shoreline, and no seagrasses or other resources were observed anywhere within the vicinity
of the project site. Accordingly, negative impacts to submerged resources are not expected as a
result of the proposed project.
3.B.d
Packet Pg. 138 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
178 Tahiti Circle
Submerged Resource Survey
September 2021
6
6 PHOTOS
Photo 1: View of silty sand substrate, Aplidium spp., and shell debris along the seafloor.
Photo 2: Silty substrate, Aplidium spp., and shell debris.
3.B.d
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178 Tahiti Circle
Submerged Resource Survey
September 2021
7
Photo 3: Greenbacks observed within 200' of the proposed project.
3.B.d
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3.B.d
Packet Pg. 141 Attachment: Attachment C - Applicant’s Backup and Supporting Documents (22972 : PL20220002144 BDE 178 Tahiti Circle Demaret)
178 TAHITI CIRCLE
NAPLES, FL 34113
FOLIO #52390840009
SUBMERGED RESOURCE SURVEY
REPORT SEPTEMBER 2021
CORRECTIONS
PREPARED BY:
1
178 Tahiti Circle
Submerged Resource Survey
September 2021
1 INTRODUCTION
Turrell, Hall & Associates, Inc. (THA) has been contracted to provide environmental services in
the form of a Submerged Resource Survey (SRS) at a property addressed as 178 Tahiti Circle in
Naples, FL 34113 that can be identified by folio #52390840009. This resource survey will provide
planning assistance to both the property owner and regulating agencies during the review
process for the proposed project.
The subject property consists of a 0.1-acre parcel that can be found in Isle of Capri along Little
Hickory Bay Marlin Bay just off Johnson Bay/Isles of Capri Pass that connects directly to the
Gulf of Mexico through Wiggins Pass the Big Marco River. The parcel currently contains an
existing docking facility with one boatlift The parcel currently contains an existing concrete
seawall shoreline with little to minimal scattered rip-rap. The property is neighbored to the east
and west by single family residences, to the north by Bonita Beach Road, and to the south by
submerged bottomlands. The property is neighbored to the east and west by single family
residences, to the north by the subject waterway, and to the south by Tahiti Circle.
The SRS was conducted on September 15, 2021, between approximately 11:30 a.m. and 12:15 p.m.
Site conditions consisted of partially cloudy skies with a slight breeze. Water clarity was fair and
allowed approximately 18-24 inches of visibility. The ambient air temperature was approximately
85 degrees Fahrenheit and wind speeds averaged 7 mph from the south. The average ambient
water temperature was approximately 85 degrees Fahrenheit. High tide occurred before the site
visit at approximately 8:20 a.m. and reached approximately 2.92 feet above the Mean Low Water
Mark. Low tide was achieved after the site visit at approximately 3:58 p.m., reaching
approximately 0.12 feet above the Mean Low Water Mark.
PRFH2022041641201
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
PERMIT
PERMIT #: PRFH2022041641201 PERMIT TYPE: Building
DATE ISSUED: August 26, 2022
BUILDING CODE IN EFFECT: FBC 7th Edition 2020
JOB ADDRESS: 178 Tahiti CIR, Unit, Naples, Single Family
FOLIO #:
JOB DESCRIPTION: New Single Family Residence
178 Tahiti CIR
4 bed / 5 bath (5wc) rm
OWNER INFORMATION:
K & K DEMARET 2009 FAM TRUST
192 TAHITI CIR
NAPLES, FL 34113
AREA OF WORK (SQFT): 7598
SETBACKS:
FRONT: 25' REAR: 20' P / 10' A LEFT: 7.5' RIGHT: 7.5'
FLOOD ZONE: AE
SEWER: Septic
WATER: New
CONTRACTOR INFORMATION:CERTIFICATE #:
STILES SOWERS CONSTRUCTION INC
3050 N HORSESHOE DR BLDG B UNIT 290
NAPLES, FL 34104
(239) 213-1222
C21679
SUB CONTRACTOR INFORMATION:
WORLD PLUMBING, LLC (DBA) ACE PLUMBING OF NAPLES
3050 HORSESHOE DR. N. STE 290
NAPLES, FL 34104
(239) 692-9746
ROMEO AIR CONDITIONING, INC.
1852 E 40TH TERRACE SW
NAPLES, FL 34116
(239) 348-8999
PROFESSIONAL ELECTRIC OF SW FLORIDA, LLC
5490 YAHL ST UNIT #20
NAPLES, FL 34109
(239) 919-6595
PRFH2022041641201
INSPECTION JOB CARD
To schedule inspections call 239-252-3726
or visit https://cvportal.colliercountyfl.gov/cityviewweb
SETBACKS:
FRONT:25'REAR:20' P /
10' A
LEFT:7.5'RIGHT:7.5'SPECIAL:FLOOD
ZONE:
FZAE
INSPECTION OUTCOME COMMENTS
102 - Grade Beam
103 - Floating Slab
104 - Tie Beam
105 - Shearwall cast in place wall
106 - Columns
107 -
Truss/Sheathing/Bucks
108 - Framing
109 - Insulation
111 - Dry-in/Flashing
115 - Building Final
119 - Fill Cells
120 - Flood Vent Relief
121 - Elevated Structural
Deck
124 - Steel In Stairs
125 - Elevator Pit
134 - Roofing Final
135 - Shutters Final
136 - Impact Glass
151 - Shearwall/Nailing
152 - Shearwall/Water
Barrier
153 - Shearwall/Stucco Lath
154 - Soffit Coverings In
progress
Please do NOT complete Soffit installation prior to inspection.
200 - Plumbing
Underground
201 - Plumbing Rough-in
PRFH2022041641201
202 - Plumbing Stack
203 - Sewer Tap
204 - Plumbing Final
300 - A/C Rough
301 - A/C Final
501 - Electrical Rough
502 - Electrical Final
505 - Temporary Power
Residential
508 - TV/Telephone Rough
509 - TV/Telephone Final
801 - Site Drainage Type I Stormwater Plan, signed and sealed by a PE. DiazDidier
04/15/2022 8:48 AM
Discharging into the ocean, therefore a Type I Stormwater Plan is
needed.
802 - Landscaping
805 - Septic in Progress
810 - Exotic Vegetation
Removal
813 - Final Septic
814 - Erosion/Silt The 814 - Erosion/Silt must be passed before any other inspections
are scheduled.
OPEN CONDITIONS
Condition Type:Condition Description:
Informational
NOTICE OF CLEARING RESTRICTIONS: The issuance of a building permit for a single-family dwelling allows up
to one (1) acre of native vegetation to be cleared. Clearing more than one (1) acre may be allowed for
accessory structures
and requires a separate Vegetation Removal Permit. Properties located in the following zoning district overlays
may not be
allowed to clear one (1) acre: Rural Fringe Mixed Use District (RFMU), Big Cypress Area of Concern (ACSC), and
Special
Treatment Overlay (ST). There may be additional restrictions related to clearing native vegetation and impacts
to wetlands
or protected species found on the property. State and Federal agency permits may be required. Contact the
Growth
Management Department?s Environmental Services at (239) 252-2400 for additional information.
Inspection Hold Notice of Commencement: Upload to the condition on the portal.
CO Hold Waiting for Blower Door Test documentation. Upload to the condition on the portal.
PRFH2022041641201
Per plans not greater than 5.0 ACH50
CO Hold Waiting for Final Energy Calc Summary Sheet. Send document to EnergyCalc@CollierCountyFl.gov and include
your permit number in the emails subject line.
Informational FEMA - All equipment must be above flood plus one foot. Any materials used below flood level must comply
with FEMA regulations
CO Hold A Spot Survey will be required within ten days of passing a 704 shell reinforcement or 103/133 inspection of
slab. Prior to obtaining County approval of the Spot Survey, the permit holder?s construction activities are at
his/her own risk. After 10 days an "Inspection HOLD" will be placed on this Permit for survey review. NOTE: A
Spot Survey must verify slab meets setbacks and minimum elevation per Chapter 62, Collier County Code of
Laws and Ordinances, e.g., 18? above the crown of the road or the elevation established by the SFWMD
permit.
Informational New Future generator and New Seawall mentioned on the plans require seperate permits.
CO Hold > Elevation Certificate
Flood zone AE 8' NAVD; Prop living=16.25' NAVD; COR=3.32' NAVD; Garage (LP) 4.83' NAVD; Lower level to be
vented by (16) Smart Vent Model 1540-520 (200SF/ea) & two (2) 1540-530 (fire damper (fire rated) units
CO Hold At the time of permit application, the permitted structure is in the special flood hazard area. An Under
Construction Elevation Certificate is required within 10 days of passing a 103 or 133 inspection of slab or other
foundation system. Prior to obtaining County approval of the Under Construction Elevation Certificate, the
permit holder?s construction activities are at his/her own risk. Under Construction Elevation Certificates must
verify the slab meets minimum elevations per the Florida Building Code and Chapter 62, Collier County Code of
Laws and Ordinances (e.g., BFE +1 or 18? above the crown of the road, whichever is higher, and the elevation
established by the SFWMD permit).
Flood zone AE 8' NAVD; Prop living=16.25' NAVD; COR=3.32' NAVD; Garage (LP) 4.83' NAVD; Lower level to be
vented by (16) Smart Vent Model 1540-520 (200SF/ea) & two (2) 1540-530 (fire damper (fire rated) units f
CO Hold Pursuant to the Floodplain Management Ordinance 2019-01 a Non-conversion Agreement shall be recorded in
the public records of Collier County, FL prior to issuance of the certificate of occupancy or certificate of
completion for this permit. Once the Non-Conversion Agreement is recorded, upload to the condition on the
portal.
For questions, contact the Floodplain Management section at 239-252-2942 or email
BuildingFloodDocs@colliercountyfl.gov.
The form can be downloaded here: https://www.colliercountyfl.gov/home/showdocument?id=84981
Inspection Hold Permit is on inspection hold until the following deferred items are submitted as a revision: truss
CO Hold Waiting for Duct Leakage Test documentation. Upload test documentation to the condition on the portal.
Per plans not greater than .000 QN
CO Hold Any required County impact fees will be due prior to issuance of a temporary or final Certificate of Occupancy
CO Hold Engineering Certificate/Letter (Structural). Upload to the condition on the portal.
Engineers Letter/Certificate of Compliance and Inspection Reports required for pilings. CO Hold until receipt of
Engineers Report.
Inspection Hold Sub Contractor (Roofing) Upload to the condition on portal.
Inspection Hold Sub Contractor (Septic) Upload to the condition on portal. Owner can not act as the septic sub, must be a
licensed plumber or registered septic contractor.
CO Hold Please contact the Inspection/CO section at 239-252-2406 or email us at inspections@colliercountyfl.gov to
have this condition resolved prior to paying CO fees. This will generate the Mandatory Curbside Solid Waste
Collection fee based on the total permit fees due.
NOTE: If you are unable to schedule your inspection, please contact the inspection desk at 252-2400.
NOISE ORDINANCE: Collier County Codes of Laws and Ordinances 54-92(f) Construction Sound. NOISE LIMITATIONS are
in effect at all times. Work permitted, RESIDENTIAL Areas – 6:30 AM to 7:00 PM Monday thru Saturday; NON-RESIDENTIAL
PRFH2022041641201
Areas (more than 500 feet from Residential Area) 6:00AM to 8:00PM Monday thru Saturday. No Work on Sundays or Holidays.
RADIOS, LOUDSPEAKERS, ETC. – Must not disturb peace, quiet and comfort of neighboring inhabitants. FREE CABLE
LOCATIONS – Call 48 Hours prior to digging/FPL 434-1222/UTS 1-800-542-0088/PalmerCATV 783-0638 and all other applicable
utilities.
Per currently adopted building code ordinance, as it may be amended, all work must comply with all applicable laws, codes,
ordinances, and any additional stipulations or conditions of this permit. This permit expires if work authorized by the permit is not
commenced within six (6) months from the date of issuance of the permit. Additional fees for failing to obtain permits prior to the
commencement of construction may be imposed. Permittee(s) further understands that any contractor that may be employed must
be a licensed contractor and that the structure must not be used or occupied until a Certificate of Occupancy is issued.
NOTICE: PRIOR TO THE REMOVAL OF ASBESTOS PRODUCTS OR THE DEMOLITION OF A STRUCTURE, FEDERAL
AND STATE LAWS REQUIRE THE PERMITTEE (EITHER THE OWNER OR CONTRACTOR) TO SUBMIT A NOTICE OF
THE INTENDED WORK TO THE STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). FOR MORE
INFORMATION, CONTACT DEP AT (239) 344-5600.
NOTICE: In addition to the conditions of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.