HomeMy WebLinkAboutFlorida Department of Regulation (FDEP) Permit or Exemption �hammerheadmarine@att.net
From: no-reply@dep.state.fl.us
Sent: Monday, October 29, 2018 8:13 PM
To: hammerhead marine@att.net
Cc: ROBERT.B.BARRON@USACE.ARMY.MIL; ERP.SELFCERTS@DEP.STATE.FL.US;
NMFS.SER.PROGRAM MATICREVIEW@NOAA.GOV; FDEP-SP@USACE.ARMY.MIL
Subject: FDEP ERP Self-Certification Receipt
Attachments: bbe412e816fb522c65bbe9fc04061 d6.pdf; cc66d87ad412b9459af44a6ee1 ce993.pdf;
JohnsonSeaGrassConditions_1_01.pdf;AquaticVegetationGuidelines_1_01.pdf;
SeaTurtleAndSawFishConditions_1_01.pdf;f37580e3ec1 ad99bd7dfb40a8fcc97c.pdf
`oP pEPART,y��
Florida Department of Glck ove note
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Environmental Protection
Carlos Lopez-Cantera
4 o Bob Martinez Center Lt. Governor
2600 Blair Stone Road
OFNTAL @� Seccrerettaryo�� Tallahassee, Florida 32399-2400 Noah Val Secretary
W RECEIVED
JS`(.-voy2 Receipt for Submission
�- ST. LUCIE COUNTY2�IS------
' "BUICDfNG DIVISION
REVIEWED ST. Lucie County Permitting
FOR COMPLI C SELF CERTIFICATION FOR -- -- .
REVIEWED BY
DATE JECT AT A PRIVATE, SINGLE-FAMILY RESIDENCE:_,,._
LANS AND PER IT
MUST BE KEPT ON OB OR
:..,
NO INSPECTION W'IL BE MADE
10/29/2018 -
Self Certification File No.: 0282073002EE -
File Name: 10851 S East Ocean Boulevard Jensen Beach, FL 34957
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- Self Certification Boat Lift (General)1' _ -- i (�l �_ .I
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Dear Regina Hellberg: On, 10/29/2018, you used the Florida Department of Environmental Protection's
electronic Self Certification Process to certify compliance with the terms and conditions of the Federal State
Programmatic General Permit (SPGP) Self Certification Process for a project at private, single-family
residence located at:
LAT- Degrees: 27 Minutes: 15 Seconds: 57.7528 C00V
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LONG - Degrees: -80 Minutes: 12 Seconds: 22.2095 '-_
SITE ADDRESS: 10851 S East Ocean Boulevard Jensen Beach, FL 34957 THESE PLANS AND ALL PROPOSED
ARE SU( JECT TO ANY CO FICTIONS
COUNTY: St. Lucie
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For: }
Chris Carfora
10851 S East Ocean Boulevard#113 Stuart, FL 34996
You have certified that the project you propose to construct at the above location meets all the conditions
of the Self-Certification Process. A project that is built in conformance to those conditions (attached for
reference) will:
1. Qualify for a regulatory exemption under Section 403.813(1)(b) of the Florida Statutes (F.S.) and
Chapter 62-330, Florida Administrative Code (F.A.C.). As such, it is exempt from the need to obtain a
'DEP Environmental Resource Permit.;
2. Qualify for Consent by Rule or Letter of Consent (as applicable) under Chapter 253, F.S. and Chapter
18-21, F.A.C. (and Chapter 258, F.S. and Chapter 18-20, F.A.C., if applicable), when the project is
located on submerged lands owned by the State of Florida.;
Your Self-Certification is based solely on the information you provided under this process, and applies only
to the statutes and rules in effect when your certification was completed. The certification is effective only
for the specific project proposed, and only if the project is constructed, operated, and maintained in
conformance with all the terms, conditions, and limitations stated in the Self-Certification Process. In
addition, any substantial modifications in your plans should be submitted to the Department for review, as
changes may result in a permit being required.
You have acknowledged that this Self Certification will automatically expire if:
1. Construction of the project is not completed within one year from the self-certification date;
2. site conditions materially change;
3. the terms, conditions, and limitations of the Self Certification are not followed; or
-4. the governing statutes or rules are amended before construction of the project.
Completion of the Self Certification constitutes your authorization for Department or Corps personnel to
enter the property for purposes of inspecting for compliance.
Receipt of this Self-Certification constitutes authorization to use sovereignty/state-owned submerged lands,
as required by rule 18-21.005, F.A.C.
The authorization must be visibly posted during all construction activities.
In waters that are accessible to manatees, obtain information on your mandatory Manatee Protection sign
by clicking here.
FEDERAL STATE PROGRAMMATIC GENERAL PERMIT(SPGP)
2
You have certified that the project you propose to construct at the above location meets all the conditions
of the SPGP Self-Certification Process and will be built in conformance to those conditions (attached for
reference).Your proposed activity as certified is in compliance with the SPGP program. U.S. Army Corps of
Engineers (Corps) Specific conditions apply to your project, attached. No further permitting for this activity is
required by the Corps. In the event of the transfer of ownership of the property by sale or by any other
means, when the structures or work authorized by this SPGP Self-Certification are still in existence at the
time the property is transferred,the terms and conditions of this SPGP Self-Certification will continue to be
binding on the new owner(s)of the property. Although the construction period for works authorized by
Department of the Army permits is finite,the permit itself, with its limitations, does not expire. To validate
the transfer of this SPGP Self-Certification and the associated responsibilities associated with compliance
with its terms and conditions,the attached transfer of SPGP Self-Certification request must be completed
and submitted to the Department at the time of transfer of ownership. The address is given below on the
attached transfer form. This SPGP Self-Certification is based solely on the information you provided under
this process, and applies only to the statutes and rules in effect when your certification was completed. You
have recognized that your certification is effective only for the specific project proposed, and provided the
project is constructed, operated, and maintained in conformance with all the terms, conditions, and
limitations stated in the SPGP Self-Certification Process. This Self-Certification will not apply if any
substantial modifications are made to the project. You agree to contact the Department for review of any
plans to construct additional structures or to modify the project, as changes may result in a permit being
required. You have acknowledged that this Self-Certification will automatically expire if: 1. construction of
the project is not completed by midnight,July 25, 2021, unless construction commenced or a contract to
construct was executed before July 25, 2021, in which case the time limit for completing the work
authorized by the SPGP ends at midnight, July 25, 2022. However, in no case can construction continue for
more than one year beyond the Self-Certification date; 2. site conditions materially change; 3. the.terms,
conditions, and limitations of the Self-Certification are not followed; or 4.the governing statutes or rules are
amended before construction of the project. Completion of the Self-Certification constitutes your
authorization for Department or Corps personnel to enter the property for purposes of inspecting for
compliance. If you have any questions, please contact your local Department District Office. Contact
information can be found at: hitps:Hfloridadep.gov/water/submerged-lands-environmental-resources-
coordination/documents/district-office-contacts.Tor further information, contact the Corps directly at:
http://www.saj.usace.army.mil/Missions/Regulatory.aspx. When referring to your project, please use the
SPGP Self-Certification file number listed above. Authority for review- an agreement with the U.S. Army
Corps of Engineers entitled Coordination Agreement between the U. S. Army Corps of Engineers
(Jacksonville District) and the Florida Department of Environmental Protection State Programmatic General
Permit, Section 10 of the Rivers and Harbor Act of 1899 and Section 404 of the Clean Water Act.
ADDITIONAL INFORMATION
This Self-Certification Process does not relieve you from the responsibility of obtaining other permits or
authorizations from other agencies (federal, state, Water Management District, or local) that may be
3
required for the project. Failure to obtain all applicable authorizations prior to construction of the project
may result in enforcement.
If you have any problems with the attached documents, please call the ERP Coordinator at (850) 245-8495
or by e-mailing us at ERP eApps@dep.state.fl.us.
Sincerely, Florida Department of Environmental Protection
Attachments:
FDEP Terms and Conditions
Johnson's Seagrass Conditions
Aquatic Vegetation Guidelines
Sea Turtle And Sawfish Conditions
SPGP Terms and Conditions
SPGP Transfer Letter
4
Rick Scott
�aP°ePaftr�,� Florida Department of Governor
o�
4 o Environmental Protection
Carlos Lopez-Cantera
Lt. Governor
o Bob Martinez Center
'AO � 2600 Blair Stone Road Noah Valenstein
�MFNtad pR� Tallahassee,Florida 32399-2400 Secretary
TERMS AND CONDITIONS
Self Certification File No.: 0282073002EE
Construction Conditions:
Boat lifts are subject to all of the following conditions:
1. Is to be installed in an existing slip or, at or adjacent to the waterward end of the dock;
2. With other mooring will not result;in the mooring of more than two vessels (including jet skis);
3. Will be built without adding new surface area to the dock such as walkways, gangplanks, or
catwalks;.
4. Will not be located in areas prohibited for mooring by a previously issued permit or other form of
authorization issued by a local government;.
5. Will not substantially impede the flow of water, cause water pollution, or create a navigational
hazard; and
6. Is used ONLY for recreational,noncommercial activities associated with the mooring or storage of
boats and boat paraphernalia.
General Conditions for Sovereignty/State-Owned Submerged Lands Authorizations:
Any use of sovereignty/state-owned submerged lands is subject to the following general conditions
that are binding upon the applicant and are enforceable under Chapters 253,F.S. or Chapters 258,
F.S.
1. Sovereignty/state-owned submerged lands may be used only for the specified activity or use. Any
unauthorized deviation from the specified activity or use and the conditions for undertaking that
activity or use will constitute a violation. Violation of the authorization will result in suspension or
revocation of the applicant's use of the sovereignty/state-owned submerged lands unless cured to the
satisfaction of the Board of Trustees of the Internal Improvement Trust Fund(Board).
2. Authorization under Rule 18-21.005, F.A.C., conveys no title to sovereignty/state-owned submerged
lands or water column, nor does it constitute recognition or acknowledgment of any other person's
title to such land or water.
3. Authorizations under Rule 18-21.005, F.A.C., may be modified, suspended or revoked in accordance
with its terms or the remedies provided in Sections 253.04, F.S. or Chapter T8-14, F.A.C.
4. Structures or activities will be constructed and used to avoid or minimize adverse impacts to
resources.
5. Construction, use, or operation of the structure or activity will not adversely affect any species which
is endangered, threatened or of special concern, as listed in Rules 68A-27.003, 68A-27.004, and
68A-27.005,F.A.C.;
6. Structures or activities will not unreasonably interfere with riparian rights. When a court of
competent jurisdiction determines that riparian rights have been unlawfully affected,the structure or
activity will be modified in accordance with the court's decision.
7. Structures or activities will not create a navigational hazard.
8. Structures will be maintained in a functional condition and will be repaired or removed if they
become dilapidated to such an extent that they are no longer functional.
9. Structures or activities will be constructed, operated, and maintained solely for water dependent
purposes.
10. The applicant agrees to indemnify, defend and hold harmless the Board and the State of Florida from
all claims, actions, lawsuits and demands in any form arising out of the authorization to use
sovereignty/stateowned submerged lands or the applicant's use and construction of structures on
sovereignty/state-owned submerged lands. This duty to indemnify and hold harmless will include
any and all liabilities that are associated with the structure or activity including special assessments
or taxes that are now or in the future assessed against the structure or activity during the period of the
authorization.
11. Failure by the Board to enforce any violation of the authorization or waiver by the Board of any
provision of the authorization will not invalidate the provision not enforced or waived,nor will the
failure or waiver prevent the Board from enforcing the waived or unenforced provision in the event
of a future violation of that provision.
12. Applicant binds itself and its successors and assigns to abide by the provisions and conditions set
forth in the authorization. If the applicant or its successors or assigns fails or refuses to comply with
the provisions and conditions of the authorization, the authorization may be terminated by the Board
after written notice to the applicant or its successors or assigns. Upon receipt of such notice,the
applicant or its successors or assigns will have thirty(30) days in which to correct the violations.
Failure to correct the violations within this period will result in the automatic revocation of this
authorization.
13. All costs incurred by the Board in enforcing the terms and conditions of the authorization will be
paid by the applicant. Any notice required by law will be made by certified mail at the address shown
on page one of the authorization. The applicant will notify the Board in writing of any change of
address at least ten days before the change becomes effective.
14. This authorization does not allow any activity prohibited in a conservation easement or restrictive
covenant of record that prohibits the activity.
Manatee Conditions:
The following conditions are intended to protect manatees from direct project effects; THESE
CONDITIONS APPLY ONLY IN WATERS THAT ARE ACCESSIBLE TO MANATEES:
1. All personnel associated with the project will be instructed about the presence of manatees and
manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee
will advise all construction personnel that there are civil and criminal penalties for harming,
harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the
Endangered Species Act, and the Florida Manatee Sanctuary Act.
2. All vessels associated with the construction project will operate at'Idle Speed/No Wake' at all times
while in the immediate area and while in water where the draft of the vessel provides less than a
four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible.
3. Siltation or turbidity barriers will be made of.material in which manatees cannot become entangled,
will be properly secured, and will be regularly monitored to avoid manatee entanglement or
entrapment. Barriers must not impede manatee movement.
4. All on-site project personnel are responsible for observing water-related activities for the presence of
manatee(s). All in-water operations, including vessels,must be shutdown if a manatee(s) comes
within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the
50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s)has not
reappeared within 50 feet of the operation. Animals must not be herded away or harassed into
leaving.
5. Any collision with or injury to a manatee will be reported immediately to the FWC Hotline at
1-888-404-FWCC. Collision and/or injury should also be reported to the U.S. Fish and Wildlife
Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for
south Florida.
6. Temporary signs concerning manatees will be posted prior to and during all in-water project
activities. All signs are to be removed by the permittee upon completion of the project. Awareness
signs that have already been approved for this use by the Florida Fish and Wildlife Conservation
Commission (FWC)must be used (see MyFWC.com). One sign which reads Caution: Boaters must
be posted. A second sign measuring at least 8.1/2'by 11' explaining the requirements for'Idle
Speed/No Wake' and the shut down of in-water operations must be posted in a location prominently
visible to all personnel engaged in water-related activities.
Self-Certification Requirements:
The user agrees to the following:
1. The information provided herein is true and accurate.
2. Construction of the project must be completed within one year from the self-certification date. If the
project cannot be completed within that time frame, or the project is to be modified, the Department
must be contacted for authorization requirements.
3. Any substantial modifications in the plans for this project must be submitted to the Department for
review, as changes may result in a permit being required.
4. This self-certification will automatically expire if site conditions materially change; if the terms,
conditions, and limitations of the self-certification are not followed; or if the governing statutes or
rules are amended before the project is completed.
5. Department personnel will be allowed to enter the property for purposes of inspecting the project for
compliance with the terms and conditions of this self-certification.
Rick
&PART41F�A Florida Department of Go Brno
Environmental Protection
Carlos Lopez-Cantera
m z Lt. Governor
0
Bob Martinez Center
2600 Blair Stone Road Noah Valenstein
+
MFNTAL pt;° Tallahassee,Florida 32399-2400 Secretary
CONDITION FOR THE DEPARTMENT OF THE ARMY SELF-CERTIFIED STATE
PROGRAMMATIC GENERAL PERMIT FOR A PROJECT AT A PRIVATE, SINGLE FAMILY
RESIDENCE
Self Certification File No.: 0282073002EE
General Conditions:
1. The time limit for completing the work authorized on July 26, 2021.
2. You must maintain the activity authorized by this permit in good condition and in conformance with
the terms and conditions of this permit. You are not relieved of this requirement if you abandon the
permitted activity, although you may make a good faith transfer to a third party in compliance with
General Condition 4 below. Should you wish to cease to maintain the authorized activity or should
you desire to abandon it without a good faith transfer, you must obtain a modification of this permit
from this office, which may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while accomplishing the
activity authorized by this permit, you must immediately notify this office of what you have found.
We will initiate the Federal and State coordination required to determine if the remains warrant a
recovery effort or if the site is eligible for listing in the National Register of Historic Places.
4. If you sell the property associated with this permit,you must obtain the signature of the new owner
on the enclosed form and forward a copy of the permit to this office to validate the transfer of this
authorization.
5. If a conditioned water quality certification has been issued for your project, you must comply with
the conditions specified in the certification as special conditions to this permit.
6. You must allow representatives from this office to inspect the authorized activity at any time deemed
necessary to ensure that it is being or has been accomplished in accordance with the terms and
conditions of your permit.
Further Information:
1. Limits of this authorization:
a. This permit does not obviate the need to obtain other Federal, State, or local authorizations
required by law.
b. This permit does not grant any property rights or exclusive privileges.
c. This permit does not authorize any injury to the property or rights of others.
d. This permit does not authorize interference with any existing or proposed Federal projects.
2. Limits of Federal Liability. In issuing this permit,the Federal Government does not assume any
liability for the following:
a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted
activities or from natural causes.
b. Damages to the permitted project or uses thereof as a result of current or future activities
undertaken by or on behalf of the United States in the public interest.
c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused
by the activity authorized by this permit.
d. Design or Construction deficiencies associated with the permitted work.
e. Damage claims associated with any future modification, suspension, or revocation of this permit.
3. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not
contrary to the public interest was made in reliance on the information you provided.
4. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time
the circumstances warrant. Circumstances that could require a reevaluation include,but are not
limited to,the following:
a. You fail to comply with the terms and conditions of this permit.
b. The information provided by you in support of your permit application proves to have been false,
incomplete, or inaccurate (see 3 above).
c. Significant new information surfaces which this office did not consider in reaching the original
public interest decision.
5. Such a reevaluation may result in a determination that it is appropriate to use the suspension,
modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such
as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for
the issuance of an administrative order requiring you comply with the terms and conditions of your
permit and for the initiation of legal action where appropriate. You will be required to pay for any
corrective measures ordered by this office, and if you fail to comply with such directive, this office
may in certain situations (such as those specified in 33 CER 209.170) accomplish the corrective
measures by contract or otherwise and bill you for the cost.
6. When the structures or work authorized by this permit are still in existence at the time the property is
transferred,the terms and conditions of this permit will continue to be binding on the new owner(s)
of the property. To validate the transfer of this permit and the associated liabilities associated with
compliance with its terms and conditions, have the transferee sign and date the enclosed form.
7. The Permittee understands and agrees that, if future operations by the United States require the
removal,relocation, or other alteration, of the structures or work herein authorized, or if, in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall
cause-unreasonable obstruction to the free navigation of the navigable waters,the Permittee will be
required,upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the
structural work or obstructions caused thereby,without expense to the United States.No claim shall
be made against the United States on account of any such removal, relocation or alteration.
Manatee Conditions:
1. All personnel associated with the project will be instructed about the presence of manatees and
manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee
will advise all construction personnel that there are civil and criminal penalties for harming,
harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the
Endangered Species Act, and the Florida Manatee Sanctuary Act.
2. All vessels associated with the construction project will operate at"Idle Speed/No Wake"at all times
while in the immediate area and while in water where the draft of the vessel provides less than a
fourfoot clearance from the bottom. All vessels will follow routes of deep water whenever possible.
3. Siltation or turbidity barriers will be made of material in which manatees cannot become entangled,
will be properly secured, and will be regularly monitored to avoid manatee entanglement or
entrapment. Barriers must not impede manatee movement.
4. All on-site project personnel are responsible for observing water-related activities for the presence of
manatee(s). All in-water operations,including vessels,must be shutdown if a manatee(s)comes
within 50 feet of the operation. Activities will not resume until the manatee(s)has moved beyond the
50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s)has not
l
reappeared within 50 feet of the operation. Animals must not be herded away or harassed into
leaving.
5. Any collision with or injury to a manatee will be reported immediately to the FWC Hotline at
1-888-404-FWCC. Collision and/or injury should also be reported to the U.S. Fish and Wildlife
Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for
south Florida.
6. Temporary signs concerning manatees will be posted prior to and during all in-water project
activities. All signs are to be removed by the permittee upon completion of the project. Awareness
signs that have already been approved for this use by the Florida Fish and Wildlife Conservation
Commission (FWC) must be used (see MyFWC.com). One sign which reads Caution: Boaters must
be posted. A second sign measuring at least 8 '/2"by I I" explaining the requirements for"Idle
Speed/No Wake"and the shut down of in-water operations must be posted in a location prominently
visible to all personnel engaged in water-related activities.
Submerged Aquatic Vegetation.Conditions:
1. Avoidance. The piling-supported structure will be aligned so as.to minimize the size of the footprint
over SAV beds.
2. The height of piling-supported structure will be a minimum of 5 feet above MHW/OHW as
measured from the top surface of the decking.
3. The width of the piling-supported structure is limited to a maximum of 4 feet. A turnaround area is
allowed for piling-supported structures greater than 200 feet in length. The turnaround is limited to a
section of the piling-supported structure no more than 10 feet in length and no more than 6 feet in
width. The turnaround will be located at the midpoint of the piling-supported structure.
4. Over-SAV bed portions of the piling-supported structure will be oriented in a north-south orientation
to the maximum extent that is practicable.
5. Terminal Platforms:
a. If possible,terminal platforms will be placed in deep water, waterward of SAV beds or in an area
devoid of SAV beds.
b. If a terminal platform is placed over SAV areas and constructed of grated decking,the total size of
the platform will be limited to 160 square feet. The grated deck material will conform to the
specifications stipulated below. The configuration of the platform will be a maximum of 8 feet by 20
feet.A minimum of 5 feet by 20 feet will conform to the 5-foot height requirement; a 3 feet by 20
feet section may be placed 3 feet above MHW to facilitate boat access. The long axis of the platform
should be aligned in a north-south direction to the maximum extent that is practicable.
c. If the terminal platform is placed over SAV areas and constructed of planks,the total size of the
platform will be limited to 120 square feet. The configuration of the platform will be a maximum of
6 feet by 20 feet of which a minimum 4-foot wide by 20-foot long section will conform to the 5-foot
height requirement. A section may be placed 3 feet above MHW to facilitate boat access. The 3 feet
above MHW section will be cantilevered. The long axis of the platform should be aligned in a
northsouth direction to the maximum extent that is practicable. If the 3 feet above MHW section is
constructed with grating material, it may be 3 feet wide.
manner which will not result in the formation of sedimentary deposits
6. Pilings will be installed in a mann ry
g P
("donuts" or"halos") around the newly installed pilings. Pile driving is the preferred method of
installation,but jetting with a low pressure pump may be used.
7. The spacing of pilings through SAV beds will be a minimum of 10 feet on center.
8. The gaps between deckboards will be a minimum of 1/2 inch.
Marsh and Mangroves Conditions:
1. Marsh:
a. The piling-supported structure will be aligned so as to have the smallest over-marsh footprint as
practicable.
b. The over-marsh portion of the piling-supported structure will be elevated to at least 4 feet above
the marsh floor.
c. The width of the piling-supported structure is limited to a maximum of 4 feet. Any exceptions to
the width must be accompanied by an equal increase in height requirement.
2. Mangroves:
a. The width of the piling-supported structure is limited to a maximum of 4 feet.
b. Mangrove clearing is restricted to the width of the piling-supported structure.
c. The location and alignment of the piling-supported structure should be through the narrowest area
of the mangrove fringe.
Sea Turtle and Smalltooth Sawfish Construction Conditions:
The permittee will comply with the following protected species construction conditions:
1. The permittee will instruct all personnel associated with the project of the potential presence of these
species and the need to avoid collisions with sea turtles and smalltooth sawfish. All construction
personnel are responsible for observing water-related activities for the presence of these species.
2. The permittee will advise all construction personnel that there are civil and criminal penalties for
harming,harassing, or killing sea turtles or smalltooth sawfish, which are protected under the
Endangered Species Act of 1973.
3. Siltation barriers will be made of material in which a sea turtle or smalltooth sawfish cannot become
entangled,be properly secured, and be regularly monitored to avoid protected species entrapment.
Barriers may not block sea turtle or smalltooth sawfish entry to or exit from designated critical
habitat without prior agreement from the National Marine Fisheries Service's Protected Resources
Division, St. Petersburg,Florida.
4. All vessels associated with the construction project will operate at"no wake/idle"speeds at all times
while in the construction area and while in water depths where the draft of the vessel provides less
than a four-foot clearance from the bottom. All vessels will preferentially follow deep-water routes
(e. g., marked channels)whenever possible.
5. If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily construction/dredging
operation or vessel movement, all appropriate precautions will be implemented to ensure its
protection. These precautions will include cessation of operation of any moving equipment closer
than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical construction
equipment will cease immediately if a sea turtle or smalltooth sawfish is seen within a 50-ft radius of
the equipment. Activities may not resume until the protected species has departed the project area of
its own volition.
6. Any collision with and/or injury to a sea turtle or smalltooth sawfish will be reported immediately to
the National Marine Fisheries Service's Protected Resources Division(727-824-5312) and the local
authorized sea turtle stranding/rescue organization.
7. Any special construction conditions, required of your specific project, outside these general
conditions, if applicable, will be addressed in the primary consultation.
8. Any collision(s)with and/or injuries to any whale, or sturgeon occurring during the construction of a
project, shall be reported immediately to NMFS's Protected Resources Division (PRD) at
(727-824-5312).
9. Reports to NMFS's Protected Resources Division (PRD)may be made by email to
takereport.nmfsser@noaa.gov.
10. Sea turtle and marine mammal stranding/rescue organizations' contact information is available by
region at http://www.nmfs.noaa.gov/pr/health/networks.htm.
11. Smalltooth sawfish encounters shall be reported to
http://www.flmnh.ufl.edu/fi sh/sharks/sawfish/sawfishencounters.html.
12. All work must occur during daylight hours.
Special Conditions:
i
1. For concrete piles installed by impact hammer:
a. The piles will be less than or equal to than 24 inches in diameter; and
b.Not more than 10 piles will be installed per day if in open water; or,
c. Not more than 5 piles will be installed per day in a confined space. A confined space is defined as
any area that has a solid object(e.g., shoreline, seawall,jetty) or structure within 150 feet of the pile
installation site that would effectively serve as a barrier or otherwise prevent animals from moving
past it to exit the area. This does not include objects such as docks or other pile-supported structures
that would not stop animal movement or significantly reflect noise.
T be installed 2. Metal piles will NO b impact act hammer.p
3. The Permittee is responsible for obtaining any 'take'permits required under the U.S. Fish and
Wildlife Service's regulations governing compliance with the Migratory Bird Treaty Act or the Bald
and Golden Eagle Protection Act. The Permittee should contact the appropriate local office of the
U.S.Fish and Wildlife Service to determine if such'take'permits are required for a particular
activity.
4. The Permittee is responsible for compliance with 50 CFR 224.103 prohibiting approach within 500
yards of a right whale, with limited exceptions.
5. Special Conditions Related to All Reviews and Authorizations are available at:
http://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/and must be followed.
ACE ENGINEERED 4 POST, 2 MOTOR BOAT LIFTS
STRUCTURAL ENGINEERING REVIEW
THS CONSTRUCTION HAS BEEN DESX'+NED AS A MAIN WM ROHCE RESIST WO SYSTEM,W11H
CALCULATED GRAVITY AND WIND LOADS W COMPLIANCE YAIH THE HARIDABUSDING CODE.
6MEDITICN,2M7,OY�'tE 10620,ADM2015,ANDA5CEJSELT-10'MNMUMDESIGNLOADS
LCHBULDINGSANUOIHERSTRLCTURES'TO WITHSTAND THE WINO LOADS ASSOCIATED WITH
AN ULTIMATE WINUSPEED OF 1PD NSii,a(POSURS'G,PLSKCATEGORHI.J U SANDERS,P.E
HAS NO COMROL OF THE MANUFACTURING,PEr*ORMNdCE,OH 4WTAL1APON OF THS
PRODUCT.THFSE GENEHIC SPECEICAT IONS WERE ENGINEERED W AOCOFUANCE WITH
ACCEPTED ENGINEERING PRACTICES RASED ON DATA PHOn MDLO BY TIE MIUFACTUFER THIS
STRUCTURAL REVIEW IS UNITED TO THE PRIMARY PAMNG AND CONNECTIONS AND IS NOT
OCENDEO TO COVER MECHANICAL AND ELFCTRICAL COMPOU;`IS THESESPECISCATIOtIS
(j AH:BASED ON STRUCTURAL CALCULATIONS TITLED'4 POST 2 MOTOR UFT',WHICH OONTAN
H AUUI I IONAL DESIGN RIFOUIREMENTS AND CRITERIA AND ARE AVAILABLE UPON REQUEST.1HE
FT BUA7 LIS DEPICTED W THESE SPECIFICATIONS LAD-)RFJAHEDCALCULATIONS WERE
ENGINEFRFD AS MANUFACTURED PRODUCT FOR NONSfrE SPECFIC USE AND NOT INTENDED
A 10 COVER SRE SI'ECIFIC COMX'10N,4,REOUnEk<NTSAM LA7LATIONS LIST®W THE
STRUCTURAL CACILAI IONS
D J.L Sanders P E / l 7tJ �G�
2515(1ra16 Rolul IJY [ v
M--,CA30650 1 Dd.
R'na1e:239.671-15 J L SANDERS,PE Dm
7L7 TIN Rota.No[x'Vw+1
E SIGNATURE NOT VALID WITHOUT RAISED SEAL
C I
fI J
PILE SPACING CHART
a The boat center of gravity
needs to be set in the center
of the top beam
Recommended
Lift Capacity '1°Dimension'2'Dimension p9e Dlametels
J CC I Lb. Kg. FL M FL M In. Mm
1 4,500 2041 11 3.35 10 3.0 8 2032
F 776 3175 12 3.BB
V' 1 10,OW 4540 12 3.66 12-5 3-01
14 000 6350
j 6.000 7257 14 4.2! 10 254
2 0
(� AG{ 24,000 10 B66 16 4.88 16 4.88
P STAINLESS STEEL PILING
10 MOUNT BRACKET, 4SC
6 STAINLESS STEEL LAG SCREWS
f, USED TO CONNECT THE
BRACKETS TO THE PILING AND
2-%" CARRIAGE BOLTS USED
TO CONNECT THE BRACKETS
TO THE LIFT CHANNELS
NOTE: THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF ISO MPH,EXPOSURE'D",RISK CATEGORY I,
CALCULATED PER FLORIDA BUILDING CODE 6th EDITION,2017,ASCEaSEI 7-10 AND ADM-2015.BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH
WIND EVENTS,
IN GENERAL, PILING PENETRATION TO BE 10' INTO THE SAND BOTTOM OR 5' INTO THE ROCK STRATA. SUB-SURFACE CONDITIONS
CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES. ALL PILINGS TO BE 2.5 C.C.A. PRESSURE TREATED WOOD.
0 0 0 0 000000
TOP BEAM CHANNEL CRADLE I-BEAM BUNK CABLE SIZE CABLE GUIDE DRIVE WINDER MOTOR INCHES RECOM
LIFT CAPACITY 2 EACH 2 EACH BOARDS SPREAD POST BRCS SHAFT DIA HP OF LIFT PILING
Lbs Kg INCHES MM INCTx_2
MM « INCHES MM IN MM HGTH VOLTAGE PER MIN SIZES
4Hx.15 101.6hx3.8TTm 5Hhx4.8rrm 2-314HP
4,500# 2041 kg 2 W x.23 50.8w x 5.8mm 4 W %v x 7Amm 2�V/20A
140°OAL 3.6m OAL 120° 5m DAL 4-5/i6° 4-7.9mm9 98" 2.5m vv�/1DA 27' 8'DIA
x15' T ST x4.1 ITT
ST ST 2-1 HP 685.8mm 2032 mm
5Hx-15 127hx3.8mm 6Hx.19 152.4hx4.8mm 1 PART 1 PART -
7,ODD# 3175 k 2.25 W x 26 57.2w x 6.6mm 4 W x.29 101.6w x 7.4mm a 120V/20A
g
x 15T DAL x 3.9 m A0L 1441 LGTH 3.8 m DAL �m N 240W10A
6 H x.17 1524hx4.3mm 8 H x.23 203.2hx 5. MITI 0 2-V1 HP
10,000# 4536 kg 2.5 W x.29 63.5wx7.4mm 5 W x.35 127w x 8.9mm a m o s a 240/10A
x 153"OAL 3.9m DAL 150"LGTH 3.8 m OAL cm o
7 H x.17 177.Shx4.3mm 8 H x:25 203.4h x 6.4mm A� 4-5//16 4-7.94mm0 110° 2.8m rn s 12-1/2°
69,9wx7.4mm 5 W x.41 127w x 10.4mm x30'ST ST x9.2m ST S7 2 = 317.Srnm
14,000# 6350 kg 2.75 W x.2g 2 PART 2 PART �`i
x 153"OAL 3.9 m DAL 150"LGTH 3.8 m DAL o 0
8 H x.19 20321Tx4.8mm 10 H x.25 254hx 6,4mm _ m 10'DIA
16,0000 7257 kg 3 W x.35 76.2wxB.9nm 6 W x.41 152.4wx10.4mm m x 2-1 HP
x 153°OAL 3.9 m GAL 168"LGTH 4.3 m DAL 1Q a N" 120V�20A 254 mm
8 H x.25 Thx6.4mm 10 H x.25 254hx6.4nm m240VJ10A
20,000# 9D71k9 3.75Wx.41 ADAn-n 6INx.41 152.4wx10.L- 4-5//16' 4-7.94mmB122" 3.1mx 177 DALm OAL 192"LGTH 4.9 m DAL x45'S7 S7 13.7m ST ST d 228.6mm
8 H x 25 203.2hx6.4mm 10 H x.29 254hx7.4mm �m 3 PART 3 PART
i 24,000#10886 kg 3.75 W x Al 95.3wx10.4mm 6 W x.50 152.4wx12.7mm �� 1341 3,4m m
x 201 DAL 5.1 m DAL 192'LGTH 4.9 m DAL
ACE Boat LIftS 7990 Mercantile Street, North Fort Myers, FL 33917 Pub. 1-30-2018
RECEIVED
i
ST. Lucie County, Permitting j
1
Windmill Village Lot Layout
10851 S Ocean Drive
Jensen Beach FL. 34957
70\9 16B 67 166 65 64 63 62 161 60 59 58 57 56 155 54 53 I52 151 49 48 147 146 <5 44 43 142 41 40 39 3B 137 136 135 134 133 31 79 79 27 176 i 75(74'23 77 21 70 119 I B�I 1/7 J 16 l a 13 I12 11 10 9:B 7 6 15 4 3 2 I
j I 100 719-23
\emEnon1so5t usa \�156 "----""'-"— — �--
4475 55 5 45 16616 6161 161 1 159 A7 79 02 83 B 07 9D �14
,74 76 80 BI B4 341 135 138:139 1
75 1W104051 I
CSIDENCC�-- ---92 97 119 14 8 11 1 1262 1. 131 133
DOCK LOCATION
w/EXISTING LIFT PILINGS
�'-�/t� � '�,r�� •yam.+ , v. _, .....r; ,�(,
f! yy 7 i
• rC ip
-04
Ku
11 "'� �OYiiSd.{�•R � _ !�
LIFT
r � , LIFT INSTALLED ON
EXISTING PILINGS csaoruucc Google Eart
�2A7II Upyle
alms 2Pi5'S7.79' 80,12'21.J6'VJ -1 1 eqe 213 a
i
•
•
� • I 1 ,
ACE ENGINEERED 4 POST, 2 MOTOR BOAT LIFTS
ENO
EIVED
STRUCTURAL ENGINEERING REVIEW
THIS CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE RESISTING SYSTEM,WITH
p 1 CALCULATED GRAVITY AND WIND LOADS IN COMPLIANCEWITHTHEFLORIDA BUILDING CODE,
6Ih EDmON,2017,CHAPTERS 16&20.ADM 2015,AND ASCE(SEI 7-10'MIMMUMDESIGNLOADS
FOR BUILDINGS AND OTHER STRUCTURES'TO WITHSTAND THE WIND LOADS ASSOCIATEDWITHAN ULTIMATE WIND SPEED OF 180 MPH,DLPOSURE'D,RISK CATEGORY I.J.L SANDERS,RE
f Y1F � rC�ilG[i(i9 HAS NO CONTROL OF THE MANUFACTURING,PERFORMANCE.OR INSTALLATION OF THIS
PRODUCT.THESE GENERIC SPECIFICATIONS WERE ENGINEERED IN ACCORDANCE WITH
_-"- ACCEPTED ENGINEERING PRACTICES BAS ED ON DATA PROVIDED BY THE MANUFACTURER.THIS
STRUCTURAL REVIEW IS LIMITED TO THE PRIMARY FRAMNG AND CONNECTIONS AND IS NOT
INTENDED TO COVER MECHANICAL AND ELECTRICAL COMPONENTS.THESE SPECIFICATIONS
G ARE BASED ON STRUCTURAL CALCULATIONS TITLED'4 POST 2..MOTOR UFP,WHICH CONTAIN
H ADDITIONAL DESIGN REQUIREMENTS AND CRITERIA AND AAEAWL'LABLE UPON REQUEST.THE
BOAT LIFTS DEPICTED IN THESE SPECIFICATIONS AND RELATtD Ck_CULA170NS WERE
ENGINEERED AS MANUFACTURED PRODUCT FOR NON-SITE SPECIRGUSE AND NOT INTENDED
TO COVER SITE SPECIFIC CONDITIONS,REQUIREMENTS AND LIMITATIC SLISTEDINTHE
STRUCTURAL CALCULATIONS.
D
J.L.Sanders,P.E.
G 2515 Gratis Road NW -
Mo ,GA 30656 -
H Phone:239-671-1578 J.L SANDERS,P.E. Daze:
--.Reg.Florida No.66361
E
• SIGNATURE NOT VALID WITHOUT RAISED SEAL
C
J
B PILE SPACING CHART
The boat center of gravity
needs to be set in the center
of the top beam
• Recommended
LiftCa act ry1°Dimension°2"Dimension Pile Diameters
J C Lb. Kg. Ft. M Ft. M In. MITI
4,500 2041 11 3.35 10 3.0 8 203.2
14 F 7,000 3175 12 3.66
10,000 4540 12 3.66 12.5 3.81
14 000 6350
G 000 16, 7257 14 4.27 10 254
go
Z o e SpP��� 24 000 10 886 16 4.88 16 4.88
1�r 1� STAINLESS STEEL PILING
MOUNT BRACKET. 4 %"
e STAINLESS STEEL LAG SCREWS
A USED TO CONNECT THE
BRACKETS TO THE PILING AND
2-%" CARRIAGE BOLTS USED
TO CONNECT THE BRACKETS.
TO THE LIFT CHANNELS
0
NOTE: THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPH,E)(POSURE"D',RISK CATEGORY I,
CALCULATED PER FLORIDA BUILDING CODE 6th EDITION,2017,ASCE/SEI 7-10 AND ADM-2015.BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH
WIND EVENTS.
IN GENERAL, PILING PENETRATION TO BE 10' INTO THE SAND BOTTOM OR 5' INTO THE ROCK STRATA. SUB-SURFACE CONDITIONS
CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES. ALL PILINGS TO BE 2.5 C.C.A. PRESSURE TREATED WOOD.
O O O O O O O O O O
TOP BEAM CHANNEL CRADLE I-BEAM BUNK CABLE SIZE CABLE GUIDE DRIVE WINDER MOTOR INCHES RECOM
LIFT CAPACITY 2 EACH 2 EACH BOARDS SPREAD POST BRGS SHAFT DIA HP OF LIFT PILING
Lbs Kg INCHES MM INCHES MM (PT) INCHES MM IN MM HGTH VOLTAGE PER MIN SIZES
4,500# 2041 k 4 H x.15 101.6h x 3.8mm 6 H x.19 152.4h x 4.8mm 2-3/4 HP
9 2 W x.23 50.8w x 5.8mm 4 W x.29 101.6w x 7.4mm 120V 20A
98" 2.5m
140"OAL 3.6m DAL 120'LGTH 3.05m DAL E 4-5 16° 4-7.9mm0 u, 240 110A 2� g"DIA
x15'S{T ST x4.6m ST ST = 203.2 mm
5 H x.15 127h x 3.8mm 6Hx.19 152.4h x 4.8mm E^ 1 PART 1 PART _1 a 2-1 HP 685.8mm
7,000# 3175 kg 2.25 W x.26 57.2w x 6.6mm 4 W x.29 101.6w x 7.4mm < 2> 120V/20A
x 153"OAL x 3.9 m AOL 144°LGTH 3.8 m DAL m '7 .6 240V/10A
6 H x.17 152.4hx4.3mm 8 H x.23 203.2hx 5.8mm �; co v w 2-3/4 HP
10,000# 4536 kg 2.5 W x.29 63.5wx7.4mm 5 W x.35 127w x 8.9mm s� o s� 2-3/� HI
x 153°OAL 3.9m DAL 150'LGTH 3.8 m DAL <m o g l J 240V110A
7 H x.17
9 177.8hx4.3mm 8 H x.25 203.4h x 6.4mm � 4-5/16" 4-7.94mmO 110" 2.8m
14,000# 6350 k 2.75 W x.29 69.9wx7.4mm 5 W x.41 127w x 10.4mm x30' T ST x9.2m ST ST v? 317.5mm
x 153"OAL 3.9 m DAL 1501 LGTH 3.8 m DAL 2 PART 2 PART a c
8 H x.19 203.2hx4.8mm 10 H x.25 254hx 6.4mm
16,000# 7257 kg 3 W x.35 76.2wx8.gmm 6 W x.41 152.4wx10.4mm � o a 2-1 HP 254 mm x 153°OAL 3.9 m DAL 168°LGTH 4.3 m DAL VV//22
20,000# 9071 k 8 H x.25 203.2hx6.4mm 10 H x.25 254hx6.4mm N �a 240V110A
9 3.75 W x.41 95.3wx10.4mm 6 W x.41 152.4wx10.4mm �N 122" 3.1 m o 4-5 15" 4-7.94mm0 0 a 9°
x 177 DAL 4.5 m DAL 192"LGTH 4.9 m DAL x45'ST ST K13.7m ST ST
B H x.25 203.2hx6.4mm 10 H x.29 254hx7.4rn �� 3 PART 3 PART T ¢ 228.6mm
24,000# 10886 kg 3.75 W x.41 95.3wx10.4mm 6 W x.50 152.4wx12.7mm 134° 3.4m T"w
x 201 DAL 5.1 m DAL 1921 LGTH 4.9 m DAL
ACE Boat LiftS 7990 Mercantile Street, North Fort Myers, FL 33917 Pub. 1-30-2018