HomeMy WebLinkAboutEnvironmental ProtectionFLORIDA DEPARTMENT OF
Environmental Protection
Southeast District Office,
3301 Gun Club Road, MSC 7210-1
West Palm Beach, FL 33406
561-681-6600
November 2, 2021
Nettles Island Outdoor Resorts
c/o Rick Grillo
9801 S Ocean Drive
Jensen Beach, FL 34957
Sent via e-mail: manag_er(&,,nettlesislandcondo.com
Re: File No.: 56-0124866-021,022-EE
File Name: Nettles Island Outdoor Resorts
Dear Mr. Grillo:
Ron DeSands
Governor
Jeanette Nunez
Lt. Governor
Shawn Hamilton
Secretary
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On September 22, 2021, we received your request for verification of exemption to perform the
following activities: 1) install approximately 700 linear ft. of seawall within 18 inches waterward
(wetface to wetface) of the existing seawall; and 2) install king piles and approximately 700
linear ft. of new seawall cap overpour. The project is located in the Indian River, Class II
Waters, adjacent to 9801 S Ocean Drive, Jensen Beach (Section 2, Township 37 South, Range 41
East), in Saint Lucie County (Latitude N 27' 17' 5.9136", Longitude W -80' 13' 33.528").
Your request has been reviewed to determine whether it qualifies for (1) regulatory exemption,
(2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval
that may be necessary for work in wetlands or waters of the United States.
Your project qualifies for all three. However, this letter does not relieve you from the
responsibility of obtaining other federal, state, or local authorizations that may be required for
the activity.
If you change the project from what you submitted, the authorization(s) granted may no longer
be valid at the time of commencement of the project. Please contact us prior to beginning your
project if you wish to make any changes.
If you have any questions regarding this matter, please contact John Tracey at the letterhead
address or at 561-681-6717, John.Tracey(a,FloridaDEP.gov. .
www.&6612dep.4ov
Project No.: 56-0124866-021,022-EE
Project Name: Seawall Replace S Grand Canal
Page 2 of 5
1. Regulatory Review — VERIFIED
Based on the information submitted, the Department has verified that the activities as proposed
are exempt, under Chapter 62-330.051(12)(b) and (12)(d), Florida Administrative Code, from the
need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes.
This exemption verification is based on the information you provided the Department and the
statutes and rules in effect when the information was submitted. This verification may not be
valid if site conditions materially change, the project design is modified, or the statutes or rules
governing the exempt activity are amended. In the event you need to re -verify the exempt status
for the activity, a new request and verification fee will be required. Any substantial
modifications to the project design should be submitted to the Department for review, as changes
may result in a permit being required.
2. Proprietary Review- NOT REQUIRED
The activity does not require further authorization under chapter 253 of the Florida Statutes, or
chapters 18-20 or 18-21 of the Florida Administrative Code.
3. Federal Review - APPROVED
Your proposed activity as outlined in your application and attached drawings qualifies for
Federal authorization pursuant to the State Programmatic General Permit VI, and a SEPARATE
permit or authorization will not be required from the Corps. Please note that the Federal
authorization expires on July 27, 2026. However, your authorization may remain in effect for up
to 1 additional year, if provisions of Special Condition 15 of the SPGP VI permit instrument are
met. You, as permittee, are required to adhere to all General Conditions and Special Conditions
that may apply to your project. Special conditions required for your project are attached. A copy
of the SPGP VI with all terms and conditions and the General Conditions may be found online in
the Jacksonville District Regulatory Division Sourcebook:
(bgs://www.sgLj.usace.g,M.mil/Missions/RegulatoDL/S6urce-Boo
Authority for review - an agreement with the USACOE entitled "Coordination Agreement
Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department
of Environmental Protection (or Duly Authorized Designee), State Programmatic General
Permit", Section 10 of the Rivers and Harbor Act of 1899,' and Section 404 of the Clean Water
Act.
Additional Information
Please retain this letter. The activities may be inspected by authorized state personnel in the
future to ensure compliance with appropriate statutes and administrative codes. If the activities
are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18-
14, F.A.C.
NOTICE OF RIGHTS
This action is final and effective on the date filed with the Clerk of the Department unless a
petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S.,
Project No.: 56-0124866-021,022-EE
Project Name: Seawall Replace S Grand Canal
Page 3 of 5
before the deadline for filing a petition. On the filing of a timely and sufficient petition, this
action will not be final and effective until further order of the Department. Because the
administrative hearing process is designed to formulate final agency action, the hearing process
may result in a modification of the agency action or even denial of the application.
Petition for Administrative Hearing
A person whose substantial interests are affected by the Department's action may petition for an
administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules
28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the
following information:
(a) The name and address of each agency affected and each agency's file or identification
number, if known;
(b) The name, address, any e-mail address, any facsimile number, and telephone number
of the petitioner, if the petitioner is not represented by an attorney or a .qualified
representative; the name, address, and telephone number of the petitioner's
representative, if any, which shall be the address for service purposes during the course of
the proceeding; and an explanation of how the petitioner's substantial interests will be
affected by the agency determination;
(c) A statement of when and how the petitioner received notice of the agency decision;
(d) A statement of all disputed issues of material fact. If there are none, the petition must
so indicate;
(e) A concise statement of the ultimate facts alleged, including the specific facts that the
petitioner contends warrant reversal or modification of the agency's proposed action;
(f) A statement of the specific rules or statutes that the petitioner contends require
reversal or modification of the agency's proposed action, including an explanation of
how the alleged facts relate to the specific rules or statutes; and
(g) A statement of the relief sought by the petitioner, stating precisely the action that the
petitioner wishes the agency to take with respect to the agency's proposed action.
The petition must be filed (received by the Clerk) in the Office of General Counsel of the
Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-
3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the
petition shall be mailed to the applicant at the address indicated above at the time of filing.
Time Period for Filing a Petition
In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the
applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed
within 21 days of receipt of this written notice. Petitions filed by any persons other than the
applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be
filed within 21 days of publication of the notice or within 21 days of receipt of the written notice,
whichever -occurs first. You cannot justifiably rely on the finality of this decision unless notice
of this decision and the right of substantially affected persons to challenge this decision has been
duly published or otherwise provided to all persons substantially affected by the decision. While
you are not required to publish notice of this action, you may elect to do so pursuant Rule 62-
110.106(10)(a).
Project No.: 56-0124866-021,022-EE
Project Name: Seawall Replace S Grand Canal
Page 4 of 5
The failure to file a petition within the appropriate time period shall constitute a waiver of that
person's right to request an administrative determination (hearing) under Sections 120.569 and
120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent
intervention (in a proceeding initiated by another parry) will be only at the discretion of the
presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you
do not publish notice of this action, this waiver will not apply to persons who have not received
written notice of this action.
Extension of Time
Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the
Department's action may also request an extension of time to file a petition for an administrative
hearing. The Department may, for good cause shown, grant the request for an extension of
time. Requests for extension of time must be filed with the Office of General Counsel of the
Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-
3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for
filing a petition for an administrative hearing. A timely request for extension of time shall toll the
running of the time period for filing a petition until the request is acted upon.
Mediation
Mediation is not available in this proceeding.
FLAWAC Review
The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may
also seek appellate review of this order before the Land and Water Adjudicatory Commission
under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water
Adjudicatory Commission must be filed with the Secretary of the Commission and served on the
Department within 20 days from the date when this order is filed with the Clerk of the
Department.
Judicial Review
Once this decision becomes final, any party to this action has the right to seek judicial review
pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of
Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General
Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by
filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the
appropriate district court of appeal. The notice must be filed within 30 days from the date this
action is filed with the Clerk of the Department.
Project No.: 56-0124866-021,022-EE
Project Name: Seawall Replace S Grand Canal
Page 5 of 5
EXECUTION AND CLERKING
Executed in West Palm Beach, Florida.
STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
Danielle C. Sattelberger
Environmental Manager
Southeast District
Enclosures:
Attachment A: Specific Exemption Rule(s)
Special Conditions for Federal Authorization for SPGP VI-R1
General Conditions for Federal Authorization for SPGP VI-Rl
Project drawings, 31 pages
CERTIFICATE OF SERVICE
The undersigned duly designated deputy clerk hereby certifies that this document and all
attachments were sent on the filing date below to the following listed persons:
FDEP — Danielle Sattelberger, John Tracey
U.S. Army Corps of Engineers, spgp(a),usace.army.mil
Jeffrey Anton, antonpeaa,comcast.net
FILING AND ACKNOWLEDGMENT
FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk,
receipt of which is hereby acknowledged.
Clerk
November 2, 2021
Date
Attachment A
62-330.051 Exempt Activities.
The activities meeting the limitations and restrictions below are exempt from permitting. However, if located in, on,
or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S.,
as applicable.
(12) Construction, Replacement, Restoration, Enhancement, and Repair of Seawall, Riprap, and Other Shoreline
Stabilization —
(b) The restoration of a seawall or riprap under section 403.813(1)(e), F.S., where:
1. The seawall or riprap has been damaged or destroyed within the last year by a discrete event, such as a storm,
flood, accident, or fire or where the seawall or riprap restoration or repair involves only minimal backfilling to level
the land directly associated with the restoration or repair and does not involve land reclamation as the primary project
purpose. See section 3.2.4 of Volume I for factors used to determine qualification under this provision;
2. Restoration shall be no more than 18 inches waterward of its previous location, as measured from the waterward
face of the existing seawall to the face of the restored seawall, or from the waterward slope of the existing riprap to
the waterward slope of the restored riprap; and
3. Applicable permits under chapter 161, F.S., are obtained.
(d) Installation of batter piles, king piles, or a seawall cap, used exclusively to stabilize and repair seawalls,
provided they do not impede navigation.
Special Conditions for Federal Authorizations for SPGP VI-R1
1. Authorization, design and construction must adhere to the terms of the SPGP VI
instrument including the General Conditions for All Projects, Special Conditions for All
Projects, Applicable activity -specific special conditions, Procedure and Work
Authorized sections.
2. Design and construction must adhere to the PDCs for In -Water Activities (Attachment
28, from PDCs AP.7 through AP11, inclusive, of JAXBO) (Reference: JAXBO PDC
AP.1.).
3. All activities must be performed during daylight hours (Reference: JAXBO PDC
AP.6.).
4. For all projects involving the installation of piles, sheet piles, concrete slab walls or
boatlift I -beams (Reference Categories A, B and C of JAXBO PDCs for In -Water Noise
from Pile and Sheet Pile Installation, page 86):
a. Construction methods limited to trench and fill, pilot hole (auger or drop punch),
jetting, vibratory, and impact hammer (however, impact hammer limited to installing no
more than 5 per day).
b. Material limited to wood piles with a 14-inch diameter or less, concrete piles with a
24-inch diameter/width or less, metal pipe piles with a 36-inch diameter or less, metal
boatlift I -beams, concrete slab walls, vinyl sheet piles, and metal sheet piles.
c. Any installation of metal pipe or metal sheet pile by impact hammer is not authorized
(Reference: Categories D and E of JAXBO PDCs for In -Water Noise from Pile and Sheet
Pile Installation, page 86.).
d. Projects within the boundary of the NOAA Florida Keys National Marine
Sanctuary require prior approval from the Sanctuary (Reference: JAXBO PDCs
AP.14 and A1.6).
5. The Permittee shall comply with the "Standard Manatee Conditions for In -Water
Work — 2011" (Attachment 29).
6. No structure or work shall adversely affect or disturb properties listed in the National
Register of Historic Places or those eligible for inclusion in the National Register. Prior to
the start of work, the Applicant/Permittee or other party on the Applicant's/Permittee's
behalf, shall conduct a search of known historical properties by contracting a professional
archaeologist, and contacting the Florida Master Site File at 850-245-6440 or
SiteFile@dos.state.fl.us. The Applicant/Permittee can also research sites in the National
Register Information System (KRIS). Information can be found at
http://www.cr.nps.gov/nr/research.
a. If, during the initial ground disturbing activities and construction work, there are
archaeological/cultural materials unearthed (which. shall include, but not be limited to:
pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal
implements, dugout canoes or any other physical remains that could be associated with
Native American cultures or early colonial or American settlement), the Permittee shall
immediately stop all work in the vicinity and notify the Compliance and Review staff of
the State Historic Preservation Office at 850-245- 6333 and the Corps Regulatory
Archeologist at 904-232-3270 to assess the significance of the discovery and devise
appropriate actions, including salvage operations. Based on the circumstances of the
discovery, equity to all parties, and considerations of the public interest, the Corps may
modify, suspend, or revoke the permit in accordance with 33 C.F.R. § 325.7.
b. In the unlikely event that human remains are identified, the remains will be treated
in accordance with Section 872.05, Florida Statutes; all work in the vicinity shall
immediately cease and the local law authority, and the State Archaeologist (850-245-
6444) and the Corps Regulatory Archeologist at 904-232-3270 shall immediately be
notified. Such activity shall not resume unless specifically authorized by the State
Archaeologist and the Corps.
7. The Permittee is responsible for obtaining any "take" permits required under the U.S. Fish
and Wildlife Service's regulations governing compliance with these laws. 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.
8. Mangroves. The design and construction of a Project must comply with the following
(Reference: JAXBO PDCs AP.3 and AP.12.):
a. All projects must be sited and designed to avoid or minimize impacts to
mangroves.
b. Mangrove removal must be conducted in a manner that avoids any unnecessary
removal and is limited to the following instances:
(1) Removal to install up to a 4-ft-wide walkway for a dock.
(2) Removal of mangroves above the mean high water line (MHWL) provided
that the tree does not have any prop roots that extend into the water below the MHWL.
(3) Mangrove trimming. Mangrove trimming refers to the removal (using hand
equipment such as chain saws and/or machetes) of lateral branches (i.e., no alteration of
the trunk of the tree) in a manner thatensures survival of the tree.
(a) Projects with associated mangrove trimming waterward of the MHWL are
authorized if the trimming: (a) occurs within the area where the authorized structures are
placed or will be placed (i.e., removal of branches that overhang a dock or lift),
(b) is necessary to provide temporary construction access, and (c) is conducted in a
manner that avoids any unnecessary trimming.
(b) Projects proposing to remove red mangrove prop roots waterward of the
MHWL are not authorized, except for removal to install the dock walkways as described
above.
9. For Projects authorized under this SPGP VI in navigable waters of the U.S., 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 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 or alteration.
10. Notifications to the Corps. For all authorizations under this SPGP VI, including Self -
Certifications, the Permittee shall provide the following notifications to the Corps:
a. Commencement Notification. Within 10 days from the date of initiating the work
authorized by this permit the Permittee shall submit a completed "Commencement
Notification" form (Attachment 8).
b. Corps Self -Certification Statement of Compliance form. Within 60 days of completion
of the work authorized by this permit, the Permittee shall complete the "Self -Certification
Statement of Compliance" form (Attachment 9) and submit it to the Corps. In the event
that the completed work deviates in any manner from the authorized work, the Permittee
shall describe the deviations between the work authorized by this permit and the work as
constructed on the "Self -Certification Statement of Compliance" form. The description of
any deviations on the "Self- Certification Statement of Compliance" form does not
constitute approval of any deviations by the Corps.
c. Permit Transfer. 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 (Attachment 10).
d. Reporting Address. The Permittee shall submit all reports, notifications,
documentation, and correspondence required by the general and special conditions of this
permit to the following address.
(1) For standard mail: U.S. Army Corps of Engineers, Regulatory Division,
Enforcement Section, P.O. Box 4970, Jacksonville, FL, 32232-0019.
(2) For electronic mail: SAJ-RD-Enforcement@usace.army.mil (not to exceed 10
MB). The Permittee shall reference this permit number, SAJ-2015-2575 on all submittals.
11. The District Engineer reserves the right to require that any request for authorization
under this SPGP VI be evaluated as an Individual Permit. Conformance with the terms,
and conditions of the SPGP VI does not automatically guarantee Federal authorization.
12.On a case -by -case basis, the Corps may impose additional Special Conditions which
are deemed necessary to minimize adverse environmental impacts.
13. Failure to comply with all conditions of the SPGP VI constitutes a violation of the
Federal authorization.
14. The SPGP VI will be valid through the expiration date unless suspended or revoked by
issuance of a public notice by the District Engineer. The Corps, in conjunction with the
Federal resource agencies, will conduct periodic reviews to ensure that continuation of the
permit during the period ending expiration date, is not contrary to the public interest. The
SPGP VI will not be extended beyond the expiration date but may be replaced by a new
SPGP. If revocation occurs, all future applications for activities covered by the SPGP VI
will be evaluated by the Corps.
15. If the SPGP VI expires, is revoked, or is terminated prior to completion of the
authorized work, authorization of activities which have commenced or are under
contract to commence in reliance upon the SPGP VI will remain in effect provided the
activity is completed within 12 months of the date the SPGP VI expired or was
revoked.
Special Conditions for Shoreline Stabilization activities.
16. Shoreline stabilization structures other than vertical seawalls shall be no steeper than
a 2 horizontal:I vertical slope (Reference: JAXBO PDC Al.1.4.).
17. Placement of backfill is limited to those situations where it is necessary to level the land
behind seawalls or riprap.
18. Living shoreline structures and permanent wave attenuation structures can only be
constructed out of the following materials: oyster breakwaters, clean limestone boulders or
stone (sometimes contained in metal baskets or cages to contain the material), small
mangrove islands, biologs, coir, rock sills, and pre -fabricated structures made of concrete
and rebar that are designed in a manner so that they do not trap sea turtles, smalltooth
.sawfish, or sturgeon (Reference: JAXBO PDC A7.5.).
a. Reef balls or similar structures are authorized if they are not open on the bottom, are
open -bottom structures with a top opening of at least 4 ft, or are pre -fabricated structures,
such as reef discs stacked on a pile, and are designed in a manner that would not entrap
sea turtles.
b. Oyster reef materials shall be placed and constructed in a manner that ensures that
materials will remain stable and that prevents movement of materials to surrounding
areas (e.g., oysters will be contained in bags or attached to mats and loose cultch must
be surrounded by contained or bagged oysters or another stabilizing feature) (Reference:
JAXBO PDC A7.2.).
c. Oyster reef materials shall be placed in designated locations only (i.e., the materials
shall not be indiscriminately dumped or allowed to spread outside of the reef structure)
(Reference: JAXBO PDC A7.3.)
d. Wave attenuation structures must have 5 ft gaps at least every 75 ft in length as
measured parallel to the shoreline and at the sea floor, to allow for tidal flushing and species
movement (Reference: JAXBO PDC A7.6.).
e. Other materials are not authorized by this SPGP VI (Reference: JAXBO PDC
A7.5.).
General Conditions for All Projects:
1. The time limit for completing the work authorized ends on July 27,2026.
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 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.
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 (Attachment 10) 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 projector 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 oron 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 permittedwork.
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.
Department of the Army Permit Transfer for SPGP VI-R1
PERMITEE:
PERMIT NUMBER:
ADDRESS/LOCATION OF PROJECT:
DATE:
(Subdivision) (Lot) (Block)
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. 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 permit and the associated responsibilities associated with
compliance with its terms and conditions, have the transferee sign and date below and mail to the
U.S. Army Corps of Engineers, Enforcement Branch, Post Office Box 4970, Jacksonville, FL
32232-0019.
(Transferee Signature) (Date)
(Name Printed)
(Street address)
(Mailing address)
(City, State, Zip Code)
STANDARD MANATEE CONDITIONS FOR IN -WATER WORK
2011
The permittee shall comply with the following conditions intended to protect manatees from direct
project effects:
a. All personnel associated with the project shall be instructed about the presence of manatees
and manatee speed zones, and the need to avoid collisions with and injury to manatees. The
permittee shall 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.
b. All vessels associated with the construction project shall 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.
c. Siltation or turbidity barriers shall be made of material in which manatees cannot become
entangled, shall be properly secured, and shall be regularly monitored to avoid manatee
entanglement or entrapment. Barriers must not impede manatee movement.
d. 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.
e. Any collision with or injury to a manatee shall be reported immediately to the FWC Hotline
at 1-888-404-3922. 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, and to FWC at ImperiledSpeciesAmyFWC.com
f. Temporary signs concerning manatees shall 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. Temporary signs that have already been approved for this use by the Florida Fish
and Wildlife Conservation Commission (FWC) must be used (see MyFWC.com/manatee).
One sign which reads Caution: Boaters must be posted. A second sign measuring at least
81/2" 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. Questions concerning these signs can be sent to the
email address listed above.
CAUTION: MANATEE HABITAT
All project vessels
IDLE SPEED/NO WAKE
When a manatee is within 50 feet of work
all in -water activities must
SHUT DOWN
Report any collision with or injury to a manatee:
. ,.,�__ µ. Wildlife Alert:
i�' .
1-888-404-FWCC (3922)
cell * FWC or #FWC
,ENT OF
UNITED STATES DEPARTMENT OF
COMMERCE
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
Southeast Regional Office
263 13th Avenue South
St. Petersburg, FL 33701
SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS
The permittee shall comply with the following protected species construction conditions:
a. The permittee shall 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.
b. The permittee shall 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.
c. Siltation barriers shall 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.
d. All vessels associated with the construction project shall 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.
e. 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 shall be
implemented to ensure its protection. These precautions shall 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 shall 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.
f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall 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.
g. Any special construction conditions, required of your specific project, outside these general
conditions, if applicable, will be addressed in the primary consultation.
h. 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).
i. Reports to NMFS's Protected Resources Division (PRD) may be made by email to
takereport.nmfsser(a�noaa. gov.
j. Sea turtle and marine stranding/rescue organizations' contact information is available by
region at httv://www.nmfs.noaa.goy/i)r/health/networks.htm.
k. Smalltooth sawfish encounters shall be reported to
http://www. flmnh.ufl. edu/fish/sharks/sawfish/sawfishencounters.html.
1. All work must occur during daylight hours.
SCOPE OF WORK NEW COMPOSITE SEAWALL
1. MOBILIZE
2. DEMO EXISTING DOCKS BY OWNER — CSM TO COORDINATE
3. CUT 6' OFF EXISTING CONCRETE CAP
4. DRIVE NEW SEAWALL PANEL SYSTEM
5. INSTALL NEW KING PILE & WALE SYSTEM
6. CUT/REMOVE EXISTING CONCRETE CAP AND DISCARD
7. INSTALL 157 STONE INFILL BETWEEN SEAWALLS
8, FORM AND POUR NEW CAP
9. REPAIR LANDSCAPING
10. DEMOBILIZE
11. RECONSTRUCT/REPAIR DOCKS BY OWNER — CSM TO COORDINATE
CONiRACfOR SHALL BE RESPONSIBLE FOR HURRICANE PREPAREDNESS
WEIGHT
LIMIT
5
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SCOPE OF WORK
AREA 4 = GRAND CANAL - SOUTH SIDE
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GRAND CANAL - SOUTH SIDE - NEW SEAWALL SYSTEM
i
LOCATION MAP
NOT TO SCALE
AERIAL VIEW
NOT TO SCALE
-SCOPE OF WORK LOCATION MAP
1164• - 1 •-0•
NEW SEAWALL SYSTEM
FDEP STATEMENT (OCTOBER 26. 2021):
GRAND CANAL - SOUTH SIDE
THESE PLANS ARE SUBMITTED TO FDEP FOR REVIEW OF THE
NETTLES ISLAND
SEAWALL VERIFICATION OF EXEMPTION ONLY.
9803 S. OCEAN DRIVE
REFERENCE TO DOCK RECONSTRUCTION EXEMPTIONS ARE
JENSEN BEACH• R 34957
SUBJECT TO SEPARATE VERIFICATION IF NEEDED.
SHEET
DESCRIPTION
S-1
COVER SHEET
S-1.1
ADDITIONAL MAPS
S-2
GENERAL NOTES
S-2.1
VIBRATION CONTROL & MONITORING NOTES
S-2.2
CONCRETE RESTORATION NOTES
S-3
LOT 1050 PLAN AND ELEVATION
S-4
LOT 1051 PLAN AND ELEVATION
S-5
LOT 1052 PLAN AND ELEVATION
S-6
LOT 1053 PLAN AND ELEVATION
S-7
LOT 1054 PLAN AND ELEVATION
S-8
LOT 1055 PLAN AND ELEVATION
S-9
LOT 1056 PLAN AND ELEVATION
S-10
LOT 1057 PLAN AND ELEVATION
S-11
LOT 105E PLAN AND ELEVATION
S-12
LOT 1059 PLAN AND ELEVATION
S-13
LOT 1060 PLAN AND ELEVATION
S-14
LOT 1061 PLAN AND ELEVATION
S-15.
LOT 1062 PLAN AND ELEVATION
S-16
LOT 1063 PLAN AND ELEVATION
S-17
LOT 1064 PLAN AND ELEVATION
S-1B
LOT 1065 PLAN AND ELEVATION
S-19
LOT 1066 PLAN AND ELEVATION
S-20
LOT 1067— PLAN AND ELEVATION
S-21
LOT 1067 PLAN AND ELEVATION
D-1
COMPONENT SPECFICATIONS
D-2
COMPONENT SPECIFICATIONS
D-3
SEAWALL DETAILS
D-4
SEAWALL DETAILS — OPTION A
D-5
SEAWALL DETAILS — OPTION A
D-6
SEAWALL DETAILS — OPTION A
D-7
SEAWALL DETAILS — OPTION B
CATEGORY
QUANTITY
EXISTING CONCRETE CAP
700 LF
EXISTING CONCRETE SEAWALL
700 LF
TIMBER DOCK DEMO
4300 SF
TIMBER DOCK RECONSTRUCTION
4300 SF
(18) LOTS WITH TIMBER DOCKS REQUIRING
DEMO & RECONSTRUCTION
I=SM
ENGINEERING
CIVIL - STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART• FLDRIDA 34994
772-220-46U I
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CERTIFICATE OF AIONORUJOION: 29057
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PERMIT SET
10-26-2021
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No. 76910 _
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COVER SHEET
S-1
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CONCRETE CLOSURE
50.00 UC-75, KING PILES ® 4'O.C. MAX
650.00 SG-950, KING PILES 0.8'O.C. MAX
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ENLARGED SITE MAP
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Permit Number
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EXISTING DOCKS TO BE REMOVED,
STORED, REINSTALLED/REPLACED
t�
TOP OF CAP TO CENTERLINE OF CANAL TOP OF CAP TO
MUDLINE 12'- ' MUDLINE: 8'-0"
696.49
ENLARGED CANAL RIGHT OF WAY
NOT TO SCALE
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AERIAL MAP - LOTS 1050-1 067
NOT TO SCALE -
NEW SEAWALL SYSTEM
GRAND CANAL. SOUTH SIDE
NETTLES ISLAND
9803 S. OCEAN DRIVE
JEISEN BEACH. FL 34957
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ENGINEERING
CIVIL • STRUCTURAL • MARINE
GSM ENGINEERING, LLC
208 SW OCEAN BODUVMD
DTLtART, FwRl A 34994
77Z-220-4601
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STRUCTURAL DESIGN CRITERIA:
4 COMPLIES WITH THE REQUIRMNIS OF THE 2017 FLORIDA BUILDING CODE
WIND LOAD FBC 2017 OWPIIERS 1, 2, 26, & 28 OF ASCE 7-10
WIND VELOCITY 160 MPH ULTIMATE WIND SPEED
EXPOSURE b'
LOAD COMBINATIONS ASCE 7-10 CHAPTER 2.4. DL+LL., DL+0.5WL• .60L+0.5WL
INTERNAL PRESSURE COEFFICIENT +/-0.00 PER TABLE 26.11-1
OPEN SOUD WALL DESIGN
RISK CATEGORY B
RIGID JINN FRAME
MAXIMUM PRESSURE (HORIZONTAL) +120 PSF
UNIFORM SURCHARGE BEHIND WALL +200 PSF
DESIGN BASED ON LOOSE FINE SANDS
DEMOLITION:
1. ALL PILES, DECK BOARDS, JOIST, AND BEAMS TO BE REMOVED WITHIN 10'-0' OF SEAWALL
2. ALL DEBRIS SHALL BE CONTAINED WITH A MOBILE TURBIDITY CURTAIN
3. DEBRIS FROM DEMOLITION AND ITEMS INDICATED TO BE REMOVED SHALL BE REMOVED FROM OWNERS PROPERTY AND
PROPERLY DISPOSED OF BY THE CONTRACTOR IN A PERMITTED LANDFILL
4. CONTRACTOR SHALL IMMEDIATELY REMOVE AND PROPERLY DISPOSE OF ANY DEBRIS THAT ENTERS THE WATER DURING THE
DEMOLITION OF THE INDICATED STRUCTURES.
BACKFILL NOTES:
1. BACUU-11179K BEHIND WALL SHALL CONSIST OF CLEAN GRANULAR SAND WITH LESS THAN 5% FINES PASSING THE US
NO 200 SIEVE PLACE BACKFILL MATERIAL IN LOOSE UFTS OF 1Y IN THICKNESS AND COMPACT EACH LIFT TO NO LESS
THAN 98 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (ASTM D 1557).
CONSTRUCTION SAFETY:
1. LOADS GREATER IRAN THE APPLICABLE DESIGN LOADS SHALL NOT BE PLACED ON THE STRUCTURE PROVISIONS SHALL BE
MADE FOR ADEQUATE BRACING AND SUPPORT OF ADJACENT CONSTRUCTION, UTILITIES AND EXCAVATIONS. JOB SITE SAFETY
AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
PILE DRIVING:
1. OPROCEDURES AND EQUIPMENT SHALL BE IN ACCORDANCE WTIH'FDOT STANDARD SPECIFICATIONS 455-5 AND
A455-5. SEE MBRATION CONTROL & MONITORING NOTES.
2 CONTRACTOR SHALL PROVIDE INFORMATION OF PILE DRIVING HAMMER AND ACCESSORIES SHALL BE USED ON THIS JOB TO
THE OWNER FOR APPROVAL
3. IF THE PILES ARE JETTED INTO PLACE. THE PILES MAY BE JETTED THE FIRST FIVE FEET MAXIMUM AND DRMN THE
REMAINING LENGTH WITH A HAMMER MEETING FDOT SPECIFICATION A455-33. JETTING MUST CONFORM TO PERMIT
REQUIREMENTS.
4. PILE DRMNG LOGS FOR ALL PILES TO BE PROVIDED BY OTHERS. PILE DRIVING LOGS SHALL BE SUPPLIED WITHIN ONE
WEE( OF DRIVING EACH PILE PILE LOG TO BE SIGNED AND SEALED BY GEOTECHNICAL ENGINEER. SUBMIT ONE COPY TO
THE FOLLOWING:
4.1. LOCAL JURISDICTION ISSUING PERMIT
42. ENGINEER OF RECORD
43. OWNER
CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER OF ANY PILE THAT DOES NOT REACH THE REQUIRED PILE TIP ELEVATION.
STRUCTURAL AND MISCELLANEOUS STEEL:
1. -ALL HARDWARE SHALL BE STAINLESS OR HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED.
1.1. STAINLESS BOLTS ARE RECOMMENDED DUE TO THE SALTWATER ENVIRONMENT.
1.2. HOT DIPPED GALVANIZED TIEBACK RODS PVC SLEEVED ARE RECOMMENDED
2. ALL STEEL WORK SHALL BE EXECUTED IN ACCORDANCE TO RISC SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND
ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SHALL BE IN CONFORMANCE WITH AWS D1.1-2010.
3. MATERIAL SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A SHAPES, BARS, AND PLATES ASTM A 572
B. BOLTS, NUTS, AND WASHERS ASTM A 325
4. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALLBEGALVANIZED BY THE HOT -DIPPED PROCESS IN ACCORDANCE WITH
ASTM A 123. A 153, GRADE 90 GUIDELINES AFTER FABRICATION.
5. FIELD TREAT ALL DAMAGED GALVANIZED FINISH AND EXPOSED SURFACES WITH TWO CCATS OF ZINC RICH PAINT OR COLD
GALVANIZING COMPOUND CONFORMING TO ASTM A 780.
CONCRETE AND REINFORCING STEEL:
1. CONCRETE CHAIRS 0 36 ON CENTER, MAXIMUM EACH WAY
2 NO EXPANSION JOINTS SHALL BE INSTALLED WITHIN 20 FEET OF WALL CORNERS.
3. ALL REBAR ST HOOKS ARE TO BE EKIERDED 24' MIN BEYOND THE TURN FIELD BENDS ARE TO BE DONE COLD AND THE
DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT TO BE LESS THAN (36) BAR DIAMETERS.
4. CONCRETE CAP SHALL HAVE A DENSITY OF 144 PCF, AND SHALL CONFORM TO ACI 301-99.
5. CEMENT SHALL CONFORM TO ASTM C 94.
6. COURSE AGGREGATE SHALL CONFORM TO ASTM C 33, W TO Ar' NOMINAL AGGREGATE
7. REINFORCING SLED. SHALL CONFORM TO ASIM A 615, GR 60.
8. DCI CORROSION INHIBITOR, ASTM C 494 ADMIXTURE, SHALL BE ADDED AT 3.0 GAL/CY AS MANUFACTURED BY W.R. GRACE
& CO. OR APPROVED EQUAL
9. CONTRACTOR SHALL REPAIR ALL SURFACE BLEMISHES (CHIPS, CRACKS, HONEYCOMBS, ETC) IN CONCRETE WITHIN 24 HOURS
AFTER FORM REMOVAL
10. ALL CONSTRUCTION JOINTS BERM CASEIN -PLACE CONCRETE TO BE BONDED WAFT EPDXY BONDING AGENT & CLEANED
WITH A ROUGHED SURFACE OFY' AMPLITUDE
11. REINFORCING STEEL SHALL CONFORM TO ASDJ SPECIFICATION A615, GRADE 60 FOR BARS AND ASTM SPECIFICATION A185
FOR WELDED WIRE MESH (W.W.M.). FABRICATION, INCLUDING ACCESSORIES, ALLOWANCE FOR CONCRETE PROTECTION AND
MINIMUM AREA OF STEEL REQUIRED, SHALL BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE AND CRSI MANUAL OF
STANDARD PRACTICE
8. CAP CONCRETE SHALL BE MINIMUM 5.000 PSI AT 28 DAY STRENGTH W/C RATIO = 0.4
9. DEADMAN CONCRETE SHALL BE MINIMUM 3,000 PSI AT 28 DAY STRENGTH W/C RATIO = 0.5 (IF APPUCABLL)
10. MIX DESIGNS
10.1. TYPE II NORMAL WEIGHT PORDAND CEMENT
10.2. SIUCA FUME (MICROSIL.ICA)CEMENTI110US ADDITIVE
10.3. ADMU(NRES FOR _
10.3.1. SHRINKAGE REDUCTION
10.3.2 CORROSION INHIBITION
103.3. HIGH RANGE WATER REDUCTION
103.4. WATER CEMENT RATIO PER /8 & 9
10.3.5. POZZOLAN IS NOT TO BE USED IN THE MIX
B. TO ENSURE COMPATIBILITY OF PRODUCTS, SILICA FUME AND HIGH RANGE WATER REDUCER SHALL BE FROM THE SAME
MANUFACTURER
9. TO RETARD THE CURING RATE FOR THE REPLACED LANDSCAPE WALL CAP THE CONTRACTOR SHALL KEEP THE CONCRETE
SURFACE MOIST FOR A CURING PERIOD OF 7 DAYS.
10. WATER FOR MIXING AND CURING SHALL BE FRESH, CLEAN, POTABLE AND FREE OF INJURIOUS AMOUNTS OF OIL, ACID, SALT
OR ALKALI.
11. A BONDING AGENT SHALL BE USED OVER SURFACES WHERE FRESH CONCRETE MEETS HARDENED CONCRETE THE
APPUDATION OF THE BONDING COMPOUND SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.
12. THE SLUMP SHALL BE MEASURED FOR EACH TRUCK ON CONCRETE AND THE SLUMP SHALL NOT EXCEED 5 INCHES FOR
THE CAP CONCRETE AND 6 INCHES FOR THE REMAINING CONCRETE NO ADDITIONAL WATER MAY BE ADDED TO THE
CONCRETE AFTER SLUMP MEASUREMENT UNLESS THE SLUMP IS LESS THAN THAT SPECIFIED ABOVE.
13. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESL (ONE COPY OF ALL TEST
REPORTS SHALL BE SENT DIRECTLY TO STRUCTURAL ENGINEER AND OWNER)
13.1. CYLINDER STRENGTH TESTS - ASTM C39: ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION
THEREOF. TEST ONE CYLINDER AT 7 DAYS AND TWO AT 28 DAYS HOLD THE FINAL CYLINDER IN RESERVE.TEXr
13.2. SLUMP TESTS - ASIN C143
14. IMMEDIATELY AFTER PLACEMENT, THE LANDSCAPE WALL CAP SHALL BE PROTECTED FROM PREMATURE DRYING.
15. THE REPLACEMENT LANDSCAPE WALL CAP SHALL BE MAINTAINED CONTINUOUSLY WET FOR A PERIOD OF 7 DAYS AFTER
POURING.
16. EITHER PERVIOUS (BURLAP OR COTTON) MATS OVER IMPERVIOUS (PLASTIC COATED BURLAP) SHEETING MAY BE USED BUT
POLYTHENE SHEETING SHALL NOT BE USED. THE SHEETING SHALL BE SECURED SO AS TO KEEP THE EXPOSED SURFACE
OF THE CAP IN A MOIST CONDITION.
17. THE MATS SHALL BE KEPT WET BY EITHER MANUAL OR DRIP IRRIGATION AND THE SHEETING SHALL BE INSPECTED AT LEAST
ONCE EVERY 8 HOURS TO ENSURE THAT THE SHEETING HAS NOT DRIED OUT.
SHOP DRAWINGS AND FORM WORK PLANS:
IZE AND STRENGTH OF FORM WORK, SEQUENCE OF CONSTRUCTION,
AND DETAILED PLANS OF FORM WORK REMOVAL AND RE -SHORING.
2. ALL FORM WORK FOR CONCRETE SHALL CONFORM TO THE REQUIREMENT OF ACI SPECIAL PUBLICATION NO. 4, 'FORM WORK
FOR CONCRETE' AND 'STANDARD RECOMMENDED PRACTICE FOR CONCRETE FORM WORK', ACI 347, LATEST EDITION.
3. CONTRACTOR SHALL SUBMIT THE DESIGN AND DETAILS OF ALL FORM WORK, DESIGNED BY A REGISTERED PROFESSIONAL
ENGINEER FOR REVIEW BY THE STRUCTURAL ENGINEER.
4. THE GENERAL CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS BEFORE SUBMISSION TO THE ENGINEER AND MAKE ALL
CORRECTIONS AS HE DEEMS NECESSARY.
5. DRAWINGS SHOWING ALL OPENINGS AND SLEEVES SHALL BE SUBMITTED BY THE CONTRACTOR FOR REVIEW BY THE
ENGINEER.
6. SLEEVES, BOXES AND OTHER OPENINGS WILL NOT BE PERMITTED UNLESS SHOWN ON THE DRAWINGS SUBMITTED FOR
REVIEW.
pF Ehjt
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56-0124866-021,022-EE
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NEW SEAWALL SYSTEM
GRAND CANAL • SOUTH SIDE
NETTLES ISLAND
9803 S. OCEAN DRIVE
JLNSEN BEACH, FL 34957
rm S M
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SIN OCEAN SOULEVARU
STUART, F-1-34994
772-220-4601
-.CSM•E.NRT ,
CERTIFICATE CIFALITHORIZATION: 29DS7
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IRIDES a
U' No.76910
Q •••. STATE OF
s!ONA� LET:``
CWIOES A DARDEN A DATE
GENERAL NOTES
S-2
VIBRATION CONTROL & MONITORING
5. THE AMPUTUDE/FREQUENCY VIBRATION MONITOR SHAH. BE FOOT APPROVED. THIS INSTRUMENT SWV1 BE CAPABLE OF
NEW SEAWALL SYSTEM
1. THE FOLLOWING PROVISIONS DO NOT RELIEVE CONTRACTOR OF ANY RESPONSIBILITY FOR DAMAGE CAUSED BY HIS
MEASURING, RECORDING AND PRODUCING A HARD COPY OF THE FREQUENCY AND PEAK PARTICLE VELOCITY IN THREE
MUTUALLY PERPENDICULAR AXES. ('VECTOR SUM' INSTRUMENTS ARE NOT ACCEPTABLE). THIS INSTRUMENT SHALT. BE
GRAND CANAL -SOUTH SIDE
OPERATIONS, NOR DO THEY RELIEVE CONTRACTOR FROM COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND
CAPABLE OF
NETTLES ISLAND
CITY CODES RELATIVE TO THE USE AND STORAGE OF EXPLOSIVES. IN THE EVENT THAT A CONFLICT OCCURS BETWEEN THIS
MEASURING LINEAR SCALE ( OB-L) SOUND LEVELS.
9803 S. OCEAN DRIVE
SPECIFICATION AND OTHER CODES, IT SHALL BE RESOLVED BY THE ENGINEER.
PUBLIC RELATIONS
JENSEN BEACH, FL 34957
SUSCEPTIBILITY STUDY
1. CONTRACTORIFFMIRED TO HAVE BOTH LETTER AND PERSONAL CONTACT WITH RESIDENTS AND OWNERS OR OPERATORS
1. S BE PREPARED FOR OWNER BY CONTRACTOR. THIS REPORT C INCLUDE AN EVALUATION THE BUILDINGS THAT ARE ADJACENT TO THEE AREA OR NEAR ENOUGH FOR GROUND VIBRATIONS
S AN
OF BUILDINGS AND STRUCTURES ON PROXIMITY TO THE PROJECT AND AN EVALUATION OF THEIR SUSCEPTIBILITY TO
HEIR
FROM
FROM CONSTRUCTION OPERATIONS TO AFFECT THE PERSONAL PROPERTY, DISPLAYS OR MERCHANDISE OF THESE BUILDINGS.
PERSONAL ER H
CONSTRUCTION VIBRATION DAMAGE THE VIBRATION CRITERIA FOR THIS PROJECT IS BASED ON THIS STUDY.
THIS CONTACT WILL BE MADE PRIOR TO THE BEGINNING OF ANY VIBRATION PRODUCING ACTIVITY. CONTRACTOR WILL FURNISH
C S M
A LIST OF THOSE CONTACTED TO ENGINEER.
CONDITION SURVEY
2. AS DESCRIBED ELSEWHERE IN THESE PROVISIONS, THE GROUND VIBRATION RESULTING FROM CONSTRUCTION WORK WILL BE
S
1. A CONDITION SURVEY WILL BE (OR H BEEN) PERFORMED FOR BUILDINGS IN PROXIMITY TO THE PROJECT. THIS SURVEY
MONITORED BY OTHERS GEOTECH WILL MEASURE THE MAGNITUDE OF EACH VIBRATION EVENT WITH AT LEAST TWO VIBRATION
E N G I N E E R I N G
WILL DOCUMENT THE EXISTING EXTERIOR AND INTERIOR CONDITIONS OF THESE BUILDINGS.
INSTRUMENTS, GENERALLY LOCATED ADJACENT TO THE CLOSEST OR MOST CRITICAL STRUCTURES.
CIVIL • STRUCTURAL • MARINE
CBM ENGINEERING, LLC
2. THE SURVEY WILL INCLUDE DOCUMENTATION OF INTERIOR SUB -GRADE AND ABOVE GRADE ACCESSIBLE WALLS, CEILINGS. RECORD KEEPING
FLOORS, ROOF, AND VISIBLE EXTERIOR AS VIEWED FROM THE GRADE LEVEL IT WILL DETAIL (BY ENGINEERING SKETCHES.
MAINTAIN A LOG OF ALL VIBRATION -PRODUCING ACTIVITIES AT WHICH GROUND VIBRATIONS WERE
z0e sw acuN BOYLEVARD
VIDEO TAPE, PHOTOGRAPHS, AND/OR NOTES) THE EXISTING STRUCTURAL, COSMETIC, PLUMBING AND ELECTRICAL DAMAGE
MEASURED. THE LOG SHALL INCLUDE THE MAXIMUM PEN( PARTICLE VELOCITY AND ITS ASSOCIATED FREQUENCY, TYPE AND
STUART. R Rl A 34994
BUT WILL NOT NECESSARILY BE LIMITED TO AREAS IN BUILDINGS SHOWING EXISTING DAMAGE
LOCATION OF THE VIBRATION PRODUCING EVENT, LOCATION OF THE GEOPHONES AND CLOSEST DISTANCE FROM THE
�7z•zz0.4c01
3. CRACK DISPLACEMENT MONITORING GAGES WILL BE INSTALLED AS APPROPRIATE ACROSS ANY SIGNIFICANT EXISTING CRACKS
VIBRATION -PRODUCING DENT TO THE NE WHEN VIBRATION -PRODUCING ACTIVITIES ARE IN PROGRESS,
.c` M�E.Ner
CERl1fICATE Of AIITHORIZATON: 2905'/
TO HELP VERIFY ANY ADDITIONAL BUILDING DISTRESS, SHOULD IT DEVELOP. THE CAGES WILL BE READ PRIOR TO
CONTRACTOR SHALL SUBMIT DAILY REPORTS ENGINEER
REPORTS 7 ENGINEER WHICH INCLUDE ALL THE VIBRATION LOG DATA FROM THAT WAY.
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COMMENCEMENT OF VIBRATION PRODUCING ACTIVITIES, AS WELL AS DURING THESE ACTMTIES. RESULTS OF THIS MONITORING THESE REPORTS SHALL BE SUBMITTED AT THE END OF EACH DAY, AND NO FURTHER VIBRATION PRODUCING ACTIVITY WILL
E
WILL BE WE AVAILABLE TO THE CONTRACTOR
BE ALLOWED UNTIL SUCH REPORTS ARE RECEIVED BY ENGINEER
raa� m a ��•• �• a
2 CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL VIBRATION RECORDS PRODUCE) BY THE VIBRATION INSTRUMENTS
�n mMort'�00m oNwsa llE�OwRaiRImI
GROUND VIBRATION CONTROLS
AND ATTACHING THEM TO THE CORRESPONDING BLAST LOG FOR SUBMITTAL TO ENGINEER /S PART OF THE DAILY REPORT.
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1. THE FOLLOWING VIBRATION TTS ARE APPLICABLE FOR ALL CONSTRUCTION WORK, INCLUDING BUT NOT LIMITED
CONTRACTOR SHALL MAINTAIN A COMPLAINT LOG OF ALL VIBRATION RELATED COMPLAINTS, CONTACTS AND ACTIONS, AND
���•�+'���
TO BLASTING, PILE DRIVING, COMPACTION, RIPPING, CHIPPING, AND HAULING ACTIVITIES
SfVLL1 FURNISH COPIES TO ENGINEER ON REQUEST.
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2. CONTRACTOR IS ADVISED THAT THE GROUND VIBRATION CONTROL LIMITS DEFINED HEREIN MAY RESTRICT HIS CONSTRUCTION
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PRACTICES, AND THAT HE SHOULD CONSIDER THESE LIMITATIONS IN PREPARING HIS BID.
3. IF CONTRACTOR EXCEEDS 90% OF THE GROUND VIBRATION LIMIT AS GIVEN BELOW, FOR ANY CONSTRUCTION ACTIVITY, HE
C"I tea Uca zml)
SHALL CEASE THAT ACTNW AND SUBMIT A REPORT. THE REPORT SHALL GIVE THE CONSTRUCTION PARAMETER DATA AND
INCLUDE A PROPOSAL FOR CORRECTIVE ACTION NECESSARY TO ENSURE THAT THE SPECIFIED UNIT IS NOT EXCEEDED FOR
FUTURE ACTIVITIES. THIS REPORT SHALL BE SUBMITTED TO ENGINEER, AND HIS PERMISSION MUST BE OBTAINED PRIOR TO
THE CONDNUATON, OR BEGINNING OF ANY FUTURE VIBRATION PRODUCING CONSTRUCTION ACTIVITIES
4. IF CONTRACTOR EXCEEDS THE GROUND VIBRATION LIMIT FOR ANY CONSTRUCTION ACITIM, ENGINEER WILL DIRECT THAT ALL
O F E My
ACTIVITIES RELATED TO THOSE CAUSING THE VIBRATION BE STOPPED. CONTRACTOR SHALL SUBMIT TO ENGINEER A REPORT
tii� vt�
GIVING THE CONSTRUCTION PARAMETER DATA AND INCLUDE THE PROPOSED CORRECTIVE ACTION FOR FUTURE CONSTRUCTIONS
O�
CAMS. IN ORDER TO PROCEED WITH ANY FURTHER VIBRATION PRODUCING ACTIVITIES, WRITTEN PERMISSION MUST BE
OBTAINED FROM ENGINEER
@
DEFINITIONS
1. THE FOLLOWING DEFINITIONS SHALL APPLY TO THE VIBRATION CONTROLS:
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I
I.I. PEAK PARTICLE DISPLACEMENT - THE PEAK PARTICLE DISPLACEMENT IS THE MAXIMUM MOVEMENT INDUCED BY THE A Permit Number 9
VIBRATION. THE DISPLACEMENT AMPLITUDES ARE IN UNITS OF MILS (0.001 INCH) ZERO TO PEN( AMPLITUDE
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1.2. PEAK PARTICLE VELOCITY - THE PEAK PARTICLE VELOCITY IS THE MAXIMUM RATE OF CHANGE WITH RESPECT TO TIME
S
OF THE PARTICLE DISPLACEMENT. THE VELOCITY AMPLITUDES ARE IN UNITS OF INCHES PER SECOND (IPS), ZERO TO
56-0124866-021,022-EE ti
PEAK AMPLITUDE
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1.3. FREQUENCY - THE FREQUENCY OF THE VIBRATION IS THE NUMBER OF OSCILLATIONS WHICH OCCUR IN ONE SECOND.
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THE FREQUENCY UNITS ME GIVEN IN HERTZ (HZ) WHERE ONE HZ EQUALS ONE CYCLE PER SECOND. p Southeast District y°
GROUND VIBRATION CONTROL LIMIT
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STRUCTURES. THE MAXIMUM SINGLE COMPONENT PEN( PARTICLE VELOCITY RESULTING FROM CONSTRUCTION AMMIY SHALL
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INSTRUMENTATION ,L
1. DURING AR VIBRATION PROSHALL DUCING ACTIVITIES THAT COULD, IN THENTAIN AND OPERATE THREE TUDGMENT OF ON MONITORS (AMPLITUDEENCY SENSITIVE)
ENGINEER,AEAND PRODUE MEASURABLE
GROUND
GROUND VIBRATIONS. IN THE EVENT THAT CONTRACTOR CHOOSES TO HAVE CONCURRENT VIBRATION PRODUCING ACTIVITIES
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AT MORE THAN ONE LOCATION ON THE CONSTRUCTION SITE, HE SHALL NOTIFY ENGINEER IN WRITING AT LEAST TWO WEEKS
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PRIOR TO THE COMMENCEMENT OF SUCH ACTIVITIES. ENGINEER MAY REQUIRE ADDITIONAL VIBRATION MONITORING
V;' '•�
INSTRUMENTS AT EACH LOCATION DEPENDING ON SITE PARAMETERS.
No. 76910
2. NO VIBRATION PRODUCING ACTIVITIES MAY BE STARTED UNTIL THE APPROPRIATE INSTRUMENTATION IS PROVIDED BY
CONTRACTOR AND APPROVED BY ENGINEER ALL VIBRATION INSTRUMENTS SHALL BE POWERED WITH RECHARGEABLE
BATTERIES, AND CONTRACTOR SHALL SUPPLY EXTENSION GEOPHONE AND MICROPHONE CABLES SO THAT THE INSTRUMENTS
CAN BE PLACED WITHIN STRUCTURES IF OUTSIDE TEMPERATURES DROP BELOW 32 DEGREES FAHRENHER.
•'•,
3. ALL VIBRATION INSTRUMENTS SHALL BE SUPPLIED WITH CURRENT CALIBRATION DOCUMENTS AND SHALL BE RECAUBMTED
ON APPROXIMATELY ASIX-MONTH USE INTERVAL AT A MINIMUM, INSTRUMENT SPECIFIC CALIBRATION CURVES OF PEAK
Q STATE OF •' !(��
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PARTICLE VELOCITY INPUT TO PEAK PARTICLE VELOCITY OUTPUT SHALL BE PROVIDED OVER THE SPECIFIED FREQUENCY
�'i S'S
RANGES AT BOTH 0.5 AND 1.0 IPS FOR EACH INSTRUMENT.
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4. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTRUMENT MAINTENANCE IF CONTRACTOR DOES NOT MAINTAIN A SUFFICIENT
NUMBER OF INSTRUMENTS TO MONITOR THE BUILDINGS/STRUCTURES ADJACENT TD THE VIBRATION PRODUCING ACTVTY,
a ARLES A DAM A DUE
ENGINEER MAY DIRECT THAT ALL VIBRATION ACIMTIES CEASE UNTIL A SUFFICIENT NUMBER ARE WORKING. RECORDING
TAPE SHALL BE SUPPLIED BY CONTRACTOR AND AT LEAST A TWD-WEIX SUPPLY MAINTAINED. CONTRACTOR SHALL
DESIGNATE AN INDIVIDUAL IN HIS ORGANIZATION OR UNDER CONTRACT TO HIM, WHO WILL BE RESPONSIBLE FOR
"MATION CONTROL & MONTITXBNG NGTES
INSTRUMENT COORDINATION. CONTRACTOR WILL BE RESPONSIBLE FOR PLACING THE INSTRUMENTS AT MEASURING LOCATIONS
DESIGNATED BY ENGINEER, AND READING AND RECORDING THE PERTINENT VIBRATION EVENT DATA CONTRACTOR WALL
—0
REPORT THE DATA TO ENGINEER AT THE COMPLETION OF EACH VIBRATION EVENT.
S-2.1
MIXING AND CONVEYANCE
E MIXED IN ACCORDANCE WITH ACI 304 AND DELIVERED IN
ACCORDANCE WITH ASHY C94.
2. SELECT PROPORRONS FOR NORMAL WDGHT CONCRETE IN ACCORDANCE WITH ACT 301.
3. CONCRETE SWILL BE CONVEYED FROM MIXER TO PLACE OF INL DEPOSIT BY METHODS THAT WILL
PREVENT SEPARATION OR LOSS OF MATERIAL
C CONVEYING EQUIPMENT SHALL BE CAPABLE OF PROVIDING A SUPPLY OF CONCRETE AT THE SITE OF
PLACEMENT WITHOUT SEPARATION OF INGREDIENTS AND WITHOUT INTERRUPTIONS SUFFICIENT TO PERMIT
LOSS OF PLASTICITY BETWEEN SUCCESSIVE INCREMENTS
5. DURING HOT WEATHER, PROPER ATTENTION SWILL BE GIVEN TO INOffOEN15, PRODUCTION METHODS,
IW7DUNG, PLACING, PROTECTION AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR
WATER EVAPOPAT10N THAT MAY NAIR REQUIRED STRENGTH OR SERVICEABILITY OF THE MEMBER
STRUCTURE:
CURING OF CONCRETE
1. ALL REPAIR AREAS SOUL. RECEIVE AN APPLICATION OF BURKE 'AQUA RESIN' MEMBRANE CURING
COMPOUND AFTER FINISHING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS
2. ALL CONCRETE SHALL CURE A MINIMUM OF 28 MI5 PRIOR TO APPLICATION OF ANY COATINGS OR
FLASHES.
3. AN OBSERVATION SULL BE CONDUCTED BY THE ENGINEER PRIOR TO APPLICATION OF ANY COATINGS
ON THE CONCRETE ANY CRACKS IN THE REPAIR AREAS SHALL BE REPAIRED IN ACCORDANCE WITH THE
REWPSENTS FOR CRACK REPAS. REPAIR OF CRICKS SHALL BE AT NO ADDITIONAL COST TO THE
OWNER.
INSPECTION PLAN
1. G"'M
I.I. ENWOiA SNAIL REVIEW ANY WORK UNDERWAY. AS APPROPRIATE ALL STRUCTURAL REPAIRS,
INCLUDING REINFORCED CONCRETE REPAIRS AT EACH LOCATION REWIRE SPECIFIC ENGINEERING
INSPECTIONS AND APPROVALS. NON-STRIICNRAL WORK, SUCH AS STUCCO, OVERIAYS,
WATERPROOFING, AND All NON -REINFORCED CONCRETE PLACEMENTS DO NOT REQUIRE
INSPECTIONS AND APPROVALS AT EACH PHASE OF WORK. BUT WILL BE SUBJECT TO ONGOING
ENGINEERING OBSERVATIONS AND APPROVALS DURING THE WORK.
U CONDUCTOR SHALL NOTIFY ENGINEER AT HEIST 2 BUSINESS DAYS PRIOR TO ANY REWIRED
INSPECTION.
13. DURING THE ONSITE INSPECTIONS, ENGINEER SHILL MIEN ANY WORK UNDERWAY, REGARDING
WORK LOCATIONS. METHODS SHORING. FORMS, SAFETY. PROPERTY PROTECTION, CONCRETE
PLACEMENTS, PROPER CURING OF NOW PLACED CONCRETE, OWNER CONCERNS, OR ANY OTHER
HENS AS APPROPRIATE
IA. CONTRACTORS SITE SUPERINTENDENT SHWL MAINTAIN A SET OF INSPECTION DRAWINGS AND
SPREADSHEETS MARKED UP TO INDICATE THE CURRENT WORK STATUS THESES SHALL BE
AVAILABLE FOR RENEW BY ENGINEER AND OWNER UPON REQUEST.
15. ENG NEER SHALL SUBMIT A WRITTEN REPORT TO THE BUILDING DEPARTMENT AT THE END OF
CONSTRUCTION.
2. CONCRETE RESTORATION
LT. ENGNEE R SHALL IDENTIFY AND MAR( OUT ALL ARRAS TO BE INVESTIGATED AND / OR EXCAVATED
BY CONTRACTOR PRIOR ANY EXCAVATION BEING PERFORMED.
22 EXCAVATION UMOIS ENGINEER SKULL INSPECT ARID APPROVE, AS RENTED, ALL LIMITS OF
CONCRETE REMOVAL AND ALL STEEL REINFORCEMENT REPAIRS FNG3M SAL VERIFY
CONTRACTOR MEASUREMENTS AND APPROVE OR DISAPPROVE AS REWIRED. ALL CONTRACT
CHARGEABLE QUANTITIES FOR ALL REPAIR.
2.3. APPROVAL TO PLACE CONCEMB ENGINEER SHALL INSPECT ALL AREAS PRIOR TO CONCRETE
PLACEMENT AND GIVE APPROVAL. AS REWIRED. FOR ALL CONCRETE PLACEMENTS. ENGINEER
STALL INSPECT ALL PREP WORK, INCLUDING FORMS SHORING. SAFETY, STEEL RAN REPAIRS,
SHEATHING INSULATION AND ANY ADJUSTMENTS TO EXCAVATION LIMITS.
24. PLACEMENT OF CONCRETE ALL DESIGN MIX TRUCK PLACEMENTS OF CONCRETE REWIRE ON SITE
ENGINEERING AND SHALL SP INSPECTED BY ENGINEER DURING HACFMENIS. APPROVAL GS
DESGN MIX P ACIEMENT BASED ON SLUMP RESULTS, ENVIRONMENTAL CONDITIONS, ETC. SHALL BE
AT THE DISCRETION OF ENGINEER ENGINEER MAY ALSO REWIRE INSPECTIONS OF BAG GCODS
CONCRETE PLACEMENTS
25. FINAL ENGINEER SHALL INSPECT AND APPROVE, AS REQUIRED, THE COMPLETION OF ALL
REPAIRS, INCLUDING ANY CWRECTION OR PUNCH LIST BENS FOR EACH WOK AREA AS
APPROPRIATE
3. ENGINEERING APPROVALS
3.1. ENGINEER SHALL APPROVE ALL WORK COMPLETED.
3.2. ENGINEER STALL APPROVE OR DISAPPROVE, AS REQUIRED, SPECIFICATIONS FOR ALL
CONDUC DR -SUPPLIED MATERIALS AT (FAST 7 DAYS PRIOR TO PLANNED MATERIAL USE OR
PLACEMENT.
3.3. ENMIEER SHALL DETERMINE ANY DISPUTES REGARDING REASONABLENESS OF REPAIRS INVOLVING
STRUCTURAL INTEGRITY.
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No.76910
—WATERLINE
��Q '. STATE OF
ELEVATIONF<OR
••'••...•.••IDP,.'
NOT TO SCALE
i S
NA%% \
I 1 %
NN9FSA W✓flFA,O aVE
LOT 1067—
Rmk
5-20
z
TOP OF CAP
0
a
WATERLINE
11
NEW VNYL OR COMPOSITE SEAWALL
INSTALLED IN FRONT OF EXISTING CONCRETE WALL
-NEW CONCRETE SPLICE
NEW COMPOSITE SEAWALL INSTALLED IN
FRONT OF ENS= CONCRETE WALL
PLAN VIEW
NOT TO SCALE
KNG PILE 0 4'-rO.C.
MAX (OPTION A)
ELEVATION
NOT TO SCALE
ENTIRE
NEW 6`02TONCRETE
CLOSURE =3
ASSUMED DOCK DEMO 1,
RECONSTRUCTION AREA
= 200 SOFT
a
0
Permit Number
56-012486&021,022-EE
i
Is
Southeast District
es
01
NEW SEAWALL SYSTEM
GRAND CANAL- SOUTH SIDE
NETRES ISLAND
9803 S. OCEAN DRIVE
JENSEN BEACH, FL 34957
Imm S M
ENGINEERING
CIVIL • STRUCTURAL . MARINE
CSM ENGINEERING, LLC
20S SW 0—H SDIILLVARD
STUA-, lkl mpA 34994
772-220.4601
—.CSM•E..,
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V No.76910
0 STATE OF ((��
YONAL
OW6S A [RAW .2 sa
m— LOT 1067
eA
5-21
Cf Y11 ®5��
Ik4al.2 la ry3LaBB
SG-950
Allowable Moment (M)
15,147 ft-lb-Pt
67.37 kN-m/m
Section Modulus (Z) -_'-
-_----56.8in3/ft--- - --- - - -
- 3,054cm'/m -- -
Moment of Inertia (I)
341 in'/ft
46,567 cm /m
Impact Strength
17,500 in4bs/in=-----3;063TI-mm/
-Thlckness 6)--
0.715 in
18.1 mm
Section Depth
12 in
305 mm
_ __ __ _ _ _- _. _____._
Section Width
.. _ ___ _ _ __. _
18 in
_. _ _
457 mm
Material
Weafhercble Rigid Vinyl
Standard Colors
Grey, Clay
Technology
Z Profile, [-Beam Lock, XCR"
Standard Packaging
6 sheets/bundle
lLt e* fit\
S
Y
PErmFt Number
0
56-0124966-021,022-EE
1
e
p Southeast District
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Exrtliccom
NEW SEAWALL SYSTEM
GRAND CANAL - SD UTH SIDE
NEnIES MAND
9BO3 S. OCEAN DRIVE
JOJSEN FL 34957
BEACH,
�m1
m iAimoiWaio
rm S M
m Dmtpmmte mdllla—in
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ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
UC-6 STR
20e SW L1cEAN BOULEVARD
34994
772-22, -4601
772-CSM-E.NE
Wale
W W W.CSM�E.NCT
CERTI.. Or A...I.CIN: 2905.7
9[ Trnml lEmr mWS4T � NtJIfA PYYI
In pROiR Np mp rmvar Ra11S hEII NMp NO
mroa mmNR TR ff Id➢ ID®. Win®. I-Im 01
A� A Yr a� NAR N Nr WIN m IN■R
pl®a pRaR Hat tlpap M F41ID pmFrr
I Max Allowable Deflection
____-_ _ _ - _ _ ___ _ _ __ ... __ _-_ __
L/90
➢B paper, ih IA4 N0 [E4ie 10N�p®IeDL
MYtmap0a 6Aa159wSflSa 7�4pTR
-- - - - -
�___
- -- - -- -- --
_. ___ _ __ ._ _. - _.__ ___ __ ____- . _._--__ _ ____-_
WrWalaapRloral
rwt lm Yrwp ROWTpRaa�ccaml�
Max Allowable Point Load*
--- - - -- -
15,000It, 66,723 N
-:: --
-pWm� am Boaaa uc
-
Apparent Modulus
-` _ - -.-
3.5x-10° psi-- 24,115 Mpa_
ml mmpc m oortmv rr®
-Moment of Inertia (I)--
- - - -
- - 39 in' _ — - - - - -- - - - 1,623 crri-_-
- - -- - ` - - -- --------- - -
• Material-
FRP Composite
Compatibility _
AW 2.5" x 0.75' Rod Kit, AW 29" x 1" Rod Kit
Recommended Accessories
90' C6rner Brace-,45' G 9U' Uc-G Ccihd� lnserL "-- -
BeV_eled PVC Washer,.CNybn PIa1e Washer -
Standard Colon:
Charcoal
MJFES a 1:011hum
Standard Packaging
20ft UC-6 Wale, 201t Structural Insert, SS Fasteners
- - - - -
t
,
-- -
*when used with 47 x 4' washer
6„ -- - -- - - --- - -Deflection Allowable
X-Allowohle UnUum_ Load iwl/lt) _
Pon o �;; Uniform load
(ft%-1'
(Point Enad) y
- -- - - - -- -
mom ffamUm6
__4___. 375'0- _ _——_ -_3.160
uL sdn 1oR=I rWlm n.."—
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1C1I11%
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0 '• STATE OF �Qj`
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CM11C.CDm
away A 9rme1 4R WE
p` SPEC00TIONS
am' D-1
Cm1Cnm matiftle 0 UlttaCndPilo to
Slant Piling and PII®
Updated November L 2014
UC-75
Allowable Moment (M) 31,667 ft-lb/ft 140.85 kN-m/m
Section Modulus (Z) 38.0 in'/ft 2,043 em'/m
Moment of Inertia (0 266 in /ft 36,325 cm%m
Thickness(t) 0.400/0,430In 10.2/10.9mm
Section Depth 14 in 356 mm
Section Width 24 in 610 mm
Material Structural FRP Composite
Standard Colors Charcoal
Profile/Patented Features Z Profile
Cf �11 V UltraColiffm e
slmtPmlg.wl>ila
Updated November 1, 2014
UC-95
Allowable Moment (M) 48,750 ft-lb/ft 216.84 kN-m/m
Section Modulus (Z) _ 58.5 in'/Ft 3,145 cm'/m
Mamentof Inertia(]) 497 in /ft 67,870 crr/m
. Thickness (t) 0.540 in 13.7 mm
Section Depth 17 in 432 mm
Section Width 30 in 762 mm
Material Structural FRP Composite
Standard Colors Charcoal
Profile/Patented Features - Z Profile -
r
Air
it Number
66-021,022-EE
L e\ Southeast District
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CM11c = cm1111CMM
1)
NEW SEAWALL SYSTEM
GRAND CANAL - SOUTH SIDE
NEn ES ISLAND
9903 S. OCEAN DRIVE
,ILNSLTf BFACN, FL 3057
rm ro M
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
20a SW OCEAN BaaLENM9
SNAw, FwFU A 34994
772.220.4601
-..M.E,NET
CERTInCATE OFAIRMORILLTION; 29oS7
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V' No.76910
��Q •••, STATE OF : • !(,��
OV1ES A BRIM JR DUE
e—,tee®
SPECMTIONS.
m� D-2
SEE CAP DETAIL SHEET
INSTALL NEW CONCRETE CAP
ENCASING EXISTING AND NEW WALL; --
INSTALL NEW 6" WALER
INSTALL NEW CONCRETE
KING PILE 0 8'-0"O.C. MA)
INSTALL NEW VINYL SEAWALL PER PLANS.
A LARGER SIZED PANEL IS TO BE ORDERED, AS
NEW PANELS MAY REQUIRE CUTTING TO MATCH
EXISTING PANEL HEIGHT FOR PROPER EMBEDMENT.
—LIMITS OF EXCAVATED SOIL
INSTALL NEW 2)k"0 JET FILTER
8'-0" MAX. ON CENTER WITH
REPLACEABLE FILTER CARTRIDGE
SG-950 SEAWALL (a) KING PILE SECTION - OPTION A
\�NBOARG N.
�NGG ONNRRW CAP PANELS
BE REMTO EOVED
4X12X1C2ur ��/R� ER./\\\NEW/SEAWALL P/ L. j\
(2) 1" TH EADED ROD�`c.� - ���/���/�'/���it��/�
NEW COMPOSITE
FILL VOIDS WITH NEW
STONE k CLEAN
WALE PER DETAIL
f-
857
SILICA SAND PER PLANS
NEW KING PILE
I
;'V4
PER PLANS �1w4
—
013MPE351TE SEAWALL PLAN
- OPTION A
SCAM- , 2 - 1-0
j
SEE CAP DETAIL, SHEET D-5
INSTALL NEW CONCRETE CAP
ENCASING EXISTING AND NEW WALL'
INSTALL NEW WALER
MEAN LOW WATER EL - -5.00
INSTALL NEW VINYL
SEAWALL PER PLANSI
`UMTIS OF EXCAVATED SOIL
INSTALL NEW %"0 JET FILTER
8'-0" MAX. ON CENTER WITH
REPLACEABLE FILTER CARTRIDGE
EXISTING CONCRETE
TO REMAIN
SG-950 SEAWALL SECTION - OPTION A
S4a 1 4 - 1-0
SEAWA
(11) #5 LONGITUDINAL
® KING PILE, T
KING PIL
#3 STIRRUP 0 24
CENTER ® BUMF
6" UK
(13) #5 LONGITUDINAL REBAR a _ I% f ' I-
BETWEEN KING PILES, TYPICAL : - - 1' / . •i -- `i-
CONCRETE CAP PLAN C� - 1'-0KING PILE - OPTION A
SIRE 1 2° "
NEW SEAWALL SYSTEM
GRAND CANAL - SOUTH SIDE
NETTLES WAND
9803 S. OCEAN DRIVE
JENSEN BEACH, FL 34957
C s m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BDUUVARD
SWAP FLORIDA 34994
772.220-4601
VAVW.CSM-E.Nu
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A. •........ Q�
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V' No.76910
ir
�pQ •'• STATE OF � • !(/��
CMMS A UM .0 BUE
SEAWALL DEAILS- OPTION A
0-4
SEE CAP DETAIL. SHEET
INSTALL NEW CONCRETE CAP
ENCASING EXISTING AND NEW WALL�j
TOP OF CAP EL - +0.00
INSTALL NEW WALER
INSTALL NEW CONCRETE `
KING PILE ® 4'-0'O.C. MAX
MEAN HIGH HIGH WATER EL --4,00\�
MEAN LOW WATER EL --5.WWA�a= -5.00
INSTALL NEW COMPOSITE
SEAWALL PER PLANS
LIMITS OF EXCAVATED SOIL
INSTALL NEW ZrO JET FILTER 6
8'-0• MAX. ON CENTER WITH
REPLACEABLE FILTER CARTRIDGE
EXISTING CONCRETE
TO REMAIN
SEE CAP DETAIL. SHEET D-6
INSTALL NEW CONCRETE CAP
ENCASING EXISTING AND NEW WALL
TOP OF CAP EL - +0.00
• 4
4
a
Permit Number
56-0124866-021,022-EE
i
p Soulheaft District
ti
UC-75 SEAWALL (a) KING PILE SECTION OPTION A
Sru F. 1 v - 1•-
to
5W0 PSI CONCRETE CAP/ IIIII'_ \;\�\\\
6ix-#3 STIRRUP a
(11) 85 LONGITUDINAL. •�_-Y*^/�\\/�24• ON CENTER` \
a ///
REBAR, TYPICAL
/
PROPOSED T l
SEAWALL PER ; - - " I " I _ ti `__i\/� \INBOARD EXISTING /\
PLANS _.1_-06' _ i - 6• \O\EEMAAIN \ j\
CONCRETE CAP SECTION (SG-950) @ KING PILE - OPTION A
WAIF. I%1 - 1--W
INSTALL NEW WALER-
INSTALL NEW COMPOSITE
SEAWALL PER PLANS
`LIMITS OF EXCAVATED SOIL
INSTALL NEW 7X•0 JET FILTER
8'-0' MAX. ON CENTER WITH
REPLACEABLE FILTER CARTRIDGE
EXISTING CONCRETE
TO REMAIN
UC-75 SEAWALL SECTION OPTION A
W&L. 1 4' - 1•-0•
\SOW\ RETE CAP
\
$3 STIRRUP ®24'O.C.
BETWEEN KING PILES
•"
�8'
1x-#3 STIRRUP
\//\24. ON CENTER
(13) pS LONGITUDINAL REBAR I
\\�\\�
BETWEEN KING PILES, TYPICAL
INkAkCr EXISTING
PROPOSED IIIII
--=
✓\ CONCRETE PANELS
l/\\�\\TD\QAN\\
SEAWALL PER
PLANS IIIII
l✓'
_ _•�L//\///\///\/�/�
CONCRETE CAP SECTION
(S13-950)
- OPTION A
srxl::
NEW SEAWALL SYSTEM
GRAND CANAL - SOUTH SIDE
NEMES ISLAND
9803 S. OCEAN DRIVE
JESEN BEACH, R. 34957
CSM
ENGINEERING
CIVIL - STRUCTURAL - MARINE
CSM ENGINEERINGt LLC
AW. FMRI9A 34994
TI0W 2o910r05728sw0—SoE
772.220-4601
—.CSM.E.NE
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Z ' Na. 76910
••.. STATE OF • !(�
Q ;
"- F<ORION, IN
"QNAL r-\ 0'
rrHr n n lll�
01AWF5 A 10flOFx 4t eUE
SEAWAJ. DEALS - OPfpN A
Rik D-5
1-6' 2'4'�
I _ _ - I i I i I i •--• •- 5000 \> PSI CONCRETE Z-0; P� ONAETE CAP
1x-'I SRRRUP ®/ i #3 STIRRUP ® 24'O.C. g3 STIRRUP
6' 11 P' 6��4•� C� �\\ BETWEEN KING PILES 11I YI �6p,�
(11) #5 LONGTNDINAL •_ _ - y y y \/ I'- ���/ �/
REEIAR, TYPIC_AL 1'-0' - i I i I I : r \� ( LONGITUDINAL REBAR
BETWEEN KING PILES.TYPICAL
11 NO •iceINBOARD EXISTING
PROPOSED `-- - I I I - -- r�� CNONCRETE PANELS �\ PROPOSED I I I y �\ \ ONCRETE PANELS
SEAWALLPLANS '`a I I I III v•✓�/��%TO\\ SEAWALLPLANS
CONCRETE CAP SECTION (UC-75) (C7% KING PILE - OPTION A CONCRETE CAP SECTION (UC-75) - OPTION A
crAl p. 1%2 - L'-0—° STYLE 1 • - 1'
`5.ODOPSI CONCRETE
1/2- CINFER
PRECAST 1 211 X 1 2R
KING PILE SECTION
sFJ1C I' - 1 —0'
J
n56-0124966-021,0212-EE
o.1•¢�E A=
h
s
��W3.4
Strand Patterns
SECTION A -A
ELEVATION
Ar,
A--J
ALTERNATE STRAND PATTERNS
4 — GA' 0, Grade 270 LAS, at u kips
0 — W 0 (Speclai), Grade 170 LAS, N 15 kips
B — V.' 0, Grade 270 1R5, at 14 Has
s — jjj(b D Grpdr n0 1A5 d ]] kips
11 W3.4 Spiral Ties
1H' TV. 6' 'Itch. f.11 lagth
�I fp Pile
L r Corer
As
(TypJ
4 — No. 10 I 4 — No. 6 BarS
Dowels fFUll Length)
zi
fy Pile—{
SECTION D-D
(See Nondrlratle Unforeseen Reinforced Pfecast Pile Splice Detelf)
11 W3.4
1Vi' 1V' Splrel Ties
I
h� F Pile
® 3' Cavrr
'yPJ
4 — Na. 10 I Prestressing
DoWels Strands
Pile
SECTION E-E
(See Drivable Unforeseen Prestressed Precast Pile Splice Detail)
12 — • e, Grade 170 Ols, al 16 kips I PILE SPLICE REINFORCEMENT DETAILS
NOTES:
1. Wort IRIS Index With Index N0. 10600 - NOteg and Details far
Square Prestressed Coarrete Piles and Index No. 10601 - Square
Prestressed Concrete Pile Splices.
1. Any at the given Alternate Strand Patterns may be wilised.
The strands s1Wll be located as /allows:
Plate ae strand At path roger and place the remalning
strands equally spared between the corner strands.
The total strand pattern shell be concentric with the rmminal
rOrcreIs sectlan et the pile.
PROPOSED 1" 2S4. KING PILE SPECIFICATION
ScQ F• ILTS
NEW SEAWALL SYSTEM
GRAND CANAL - SOUTH SIDE
NETTLES ISIAND
9803 S. OCEAN DRIVE
JENSEN BEACH, FL 34957
C MS M
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
208 SW OCEAN DDUL D
SMAaT, FWRIpA 34994
777w2-220.4601
.CSM-E.NET
CEIMRCATE OFALITMORRAmON: 29057
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No. 76910
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Won— SEMI DETAILS -OPTION A.
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SEE CAP DETAIL. SHEET D-7
INSTALL NEW CONCRETE CAP
ENCASING EXISTING AND NEW WALL- qA
MEAN LOW WATER EL = -5.00
INSTALL NEW COMPOSITE
SEAWALL PER PLANSI
`LIMITS OF EXCAVATED SOIL
INSTALL NEW 2Y2'0 JET FILTER
6'-0' MAX. ON CENTER WITH
REPLACEABLE FILTER CARTRIDGE
EXISTING CONCRETE ♦+♦�,< o* 8
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TO REMAIN
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♦ Permit Number
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56-0124966-021.022-EE
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PROPOSED UC-75 SEAWALL SECTION OPTION B
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CONCRETE CAP PLAN - OPTION B
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SEE CAP DETAIL. SHEET
INSTALL NEW CONCRETE CAP -
ENCASING EXISTING AND NEW WALL
TOP OF CAP EL = +0.00
RW1 NIUn IIAIEn u = -4.VU
MEAN LOW WATER EL = -5.00
INSTALL NEW COMPOSITE
SEAWALL PER PLANS—
�UMTTS OF EXCAVATED SOIL
INSTALL NEW 2K-O JET FILTER
B'-0' ON CENTER WITH
REPLACEABLE FILTER CARTRIDGE
EXISTING CONCRETE
TO REMAIN
PROPOSED UC-95 SEAWALL SECTION OPTION B
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REMAPAN ELS �� I I I I I I I I • - • j�\�� CONCRETE PANELS
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CONCRETE CAP SECTION (UC-75) OPTION B CONCRETE CAP SECTION (1-10-95) OPTION B
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NEW SEAWALL SYSTEM
GRAND CANAL - SOUTH SIDE
NETRES ISLAND
9803 S. OCEAN DRIVE
JENSSEN BEACH. FL 34957
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ENGINEERING
CIVIL - STRUCTURAL - MARINE
CSM ENGINEERING, LLC
208 SW LI—N BOULEVARD
STU—, FLGRIOA 34994
772.220.4601
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No. 76910
iQ�•.- STATEOF 4,Q
00.9F5 A Nit01N 91 WE
SEAWALL DETAILS - OPTION B
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US A— earn. Prided Design Criteria Checklist for the U.S. Army Corns ofEneineers Jacksonville District's Programmatic Biological Opinion
Date checklist sent to NMFS 2-EE Application #
10/29/21 (MM/DD/YY) Tracey Reviewer Last Name 56-124866-021,02(for Corps:SAJ-XXXX-XXXXX) Checklist Version'
FDEP Indicate the agency issuing the permit/authorization.
® Yes E)No is this a re -verification, edit, or modification to a consultation previously submitted under JaxBO?
Ifyes to above, enter date of previous Tier D consultation
if another NMFS programmatic BO was used for the proposed project, please select name ofprogrammatic BO used.
The Corps Project Manager or Delegated Authority has reviewed and confirmed that the proposed project meets all PDCs. It is the responsibility of the reviewer to ensure the proposed project complies
with all the applicable PDCs. Please enter initials of reviewer.
9801 S Ocean Dr (Project Street Address 127.28497568 Latitude (decimal degrees, centroid of the project)
Jensen Beach City-80.22597957 Longitude (decimal degrees, centroid of the project. Please include the negative symbol)
St.. Lucie County (Florida) I Municipality (Puerto Rico & US V I)
Select all activities used for the entire proposed project:
❑✓ 1 �✓ 2 3 []4 E]5 E]6 E]7 �8 E]9 E]10 []SupersedingProcess
Geographic Area
Is the project located in
the geographic area?
Select DCH
Unit
Are Essential Features
Present?
If Essential Features are present, enter area of im act
Smalltooth Sawfish DCH Limited Exclusion Zones (APA)
Yes
• No
N/A
N/A
N/A
GulfSturgeon DCH Migratory Restriction Zones APA
Yes
• No
NIA
N/A
N/A
Atlantic Sturgeon DCH Exclusion Zone AP.4
Yes
• No
NIA
NIA
No activities allowed here!
North Atlantic Right Whales Educational Sign Zones APA
Yes
• No
NIA
NIA
N/A
U.S. Caribbean Sea Turtle Critical Habitat Restriction Zones AP.4
O Yes
• No
NIA
NIA
N/A
B de's Whale Exclusion Zone APA
Yes
• No
NIA
N/A
No activities allowed here!
Smalltooth sawfish DCH
0 Yes
• No
0 Yes
• No
LF of Red Mangroves SF of shallow eurybaline water
Gulf stur eon DCH
0 Yes
• No
0 Yes
(D No
SF of essential features
Loggerhead sea turtle WA DPS DCHt
0 Yes
• No
Yes
• No
SF of essential features
Green sea turtle A DPS) DCH
0 Yes
• No
NIA
Yes
• No
SF of essential features
Hawksbill sea turtle DCH
Yes
• No
NIA
Yes
• No
SF ofessential features
Leatherback sea turtle DCH
Yes
• No
NIA
Yes
• No
SF of essential features
Sta horn and elkhom Acro oracoral DCH
0 Yes
• No
0 Yes
• No
No impacts to essential features allowed.
Johnson's scagrass DCH
0 Yes
)No
0 Yes
• No
SF of essential features
North Atlantic right whale DCH
0 Yes
• No
Yes
• No
SF of essential features
Atlantic sturgeon DCH
Yes
• No
N/A
No activities allowed here!
0 Is the Project in or near areas with mangroves, seagrasses, corals, or hard bottom habitat? Does it comply with PDCs for Mangroves, Seagrasses, Corals, and Hard Bottom for All Projects (AP.3)
D............ P.....1 i. fhr rrf fnnfnrinf9 Cn n Frnf nf[m orf
Mangroves
Yes
No
Nonlisted Sea
Yes
No
Johnson's Scagrass
Yes
a
No
Listed Corals
0 Yes
•
No
Nonlisted Corals
0 Yes
•
No
Hardbottom
Yes
•
No
3.00 SF of 0verwaler Impacts (area of structure over/above the water surface, e.g., docks or canopies)
700.00 SF of Total In -water Impacts (area of substrate that is permanantly changed below MHW, e.g., by seawall, riprap, or cross -sectional area of piles)
r— Yes Applicant agrees to adhere to PDCs for In -Water Activities (AP. 1) as described in AP.7 through AP.I l
17 Yes Applicant ahrecs to perform all activities during daylight hours (AP.6).
® Yes 0 No Is the project within the boundary of the Florida Keys National Marine Sanctuary (FKNMS)?
1771 Yes Ifwithin the boundaries of FKNMS, received NOAA authorization?
To be completed by applicant or agent ifpermit is issued by a delegated authority (FDEP, Miami -Dade, etc.) Please enter full name of applicant or applicant's representative:
The applicant or applicant's representative ensures the project complies with the PDCs and all information in this form and individual checklist(s) is correct
"omments:
The seawall is being replaced. Decking will be lifted from existing docks to install the wall under it then the
decking replaced. there will be no change in dock footprints
1 rh—L-No Vr in Crlrrr 1 Wit 6 fhr 11— ri--, ..e .,,hmhfinn rhr r..n.,dr.rinn Cnlrrl l ifvn„ 1on n..n. a. rho n irrr hoc A. —A .nA .. 1 1. .r...h..,ir rha A—L-li.f '% T..-...:..— / A N 1 1 /'1 A /-1 A 1 0
Project Design Criteria Checklist for the U.S. Army Corps of Engineers Jacksonville District's
Programmatic Biological Opinion Activity 1: Shoreline Stabilization
Agency's internal use only:
H29EDate checklist sent to NMFS 022-EE
(MM/DD/yy) Tracey PM Last Name 56-124866-021,Application # � Checklist Version
Proposed Activity (Select all that apply):
New Seawall
Repair Seawall
0 Replacement Seawall
®New Seawall Footer
Replacement Seawall Footer
New Shoreline Stabilization Materials
Enter information about the proposed activity:
0 Seawall material
�w Seawall installation method
Select Noise PDC Category (AP.2.)
Seawall: Length (ft)
Seawall: Distance waterward from MHWL or existing seawall (ft)
Riprap: Length
Riprap: Distance waterward from MHWL or existing seawall
^^ Is shoreline stabilization material hand placed around red mangrove prop roots? (A1.3)
Q Repair Shoreline Stabilization Materials
Q Removal/Fill of Upland Cut Boat Ramps, Slips, and Basins
Q Other (Provide Information in Comments Section
0 Number of piles
0 Size of piles (area in square feet)
Pile Material
Pile Installation Method
For projects located in Designated Critical Habitat, please comnlete applicable section below.
"=Is the project located in the geographic area of smalltooth sawfish critical habitat?
0 Project does NOT include placement of new shoreline stabilization materials in waters between the MHWL and -3 ft MLLW (A1.8.1.).
Enter area (si) of shallow euryhaline waters filled as a result of seawall installation
Enter area (sf) of shallow euryhaline waters filled as a result of upland cut fill
"=Is the project located in the geographic area of gulf sturgeon critical habitat?
All new shoreline stabilization materials (e.g., riprap,articulating concrete mats) are placed between the shoreline and -6 ft MHW (A1.9.).
Enter width of the area (e.g., channel, bay) if in a Gulf Sturgeon Critical Habitat Migratory Restriction Zone (Section 2.1.1.2)
Select the pile or sheet pile activity being performed in Gulf Sturgeon Critical Habitat Migratory Restriction Zones (A1.9.)?
"=Is the project located in the geographic area of Acropora critical habitat?
0 Essential features present, so only repair/replace in same footprint. (Al.10)
Is the project located in the geographic area of Johnson's seagrass critical habitat?
0 Essential features are present, confirm that installation of new or expanded shoreline stabilization material is not occurring (A1.l 1).
�Is the project located within the geographic area of U.S. Caribbean sea turtle critical habitat?
0 Project includes the repair/replacement of shoreline protection materials within the existing footprint (Al.12.).
Please note, this checklist does not contain all of the PDCs. Please refer to the Biological Opinion to confirm the project
meets all PDCs prior to completing this checklist.