CBSC Agenda 06/17/2010 R
CLAM BAY
SUBCOMMITTEE
MEETING
AGENDA
JUNE 17,2010
MEETING AGENDA
CLAM BAY SUBCOMMITTEE
THURSDAY. JUNE 17.2010 - I :00 P.M. TILL 5:00 P.M.
2800 NORTH HORSESHOE DRIVE, COMMUNITY DEVELOPMENT
CONFERENCE ROOM 609 & 610, NAPLES
I. Call to Order
II. Pledge of Allegiance
III. Roll Call
IV. Changes and Approval of Agenda
V. Public Comments
VI. Approval of Minutes
1. May 20, 2010 Minutes
VII. StatfReports
I. Boardwalk Cleanup Status
2. Oil Spill - Update
VIII. New Business
I. Peer Review Discussion - Update
2. Biological Assessment Scope of Work
3. Modeling Program Discussion/Approval
4. Permit - Update
a. Permit History Summary
. 4A 1 - Original Permit
. 4A2 - Modified Permit
. 4A3 - Permit Modification Drawings for 1998 Permit
Modification
. 4A4 - Permit Modification Construction Drawings
. 4A5 - 2007 Dredging
. 4A6 -- Dredge Summary
. 4A 7 - Current Application vs Past Dredging Summary
. 4A8 -- Clam Pass timeline
. 4A9 - Clam Pass Dredge Permitting History
b. RAl Scope Maintenance Dredging Permit (FDEP & USACE)
c. Navigational Markers Letter of Consent for Clam Pass
IX. Old Business
X. Announcements
XI. Committee Member Discussion
XII. Next Meeting Date/Location
July 15,20 I 0; 2800 N. Horseshoe Drive. Community Development, Conference
Room 609 & 610, Naples
XIll. Adjournment
* Public speakers must do the fol/owing for any items presented to the Board: Each
document must display the presenter's name and title of document. We request you provide
a total of 7 copies of each handout, to be distributed as fol/ows: 3 Board Members; I
Minute Taker; I County Attorney; 2 CZM Staff members,
* The fol/owing websites will provide information, agendas and dates for this subcommittee:
httv://www.collier!!ov.neVIndex.asvx?vo!!e=I8
httv://www.col/ier!!ov.nevIndex,a"vx?va!!e=2.19(J
^Ilmkreslt:d partied are invited to attend, and to register to speak and to submit their objectIOns, if any, in writing, 10 the bmmJ prior
10 the meetmg ifapplil.:<lble
For more information, please l:ontact Gail [) Hambright at (239) 252-2966
If you are i:l person with a disability who needs any accommodation in order to participate In this proceeding, you are entitled, al no
cost to you, to the provision of certain Olssistam:c. Please contact the Collier County Facilltil:s Management Department located at
330j East Tamiarni Trail, Naples, Fl.. 34112, (239) 252-8380
Public comments will be limited to 3 minutes unless tht Chairman grants pcnnission for additional timt
Collier Count", Ordinance No 99-22 requirts th<11 <111 lobbyists shall, bdi.Jfe engagmg m any lobbying activities (including, but not
IlTni\<:d to, <1ddressmg the Board of County Commissioners) bdi.>n; the Board of County Commissluners <lnd its advisory boards,
reglskr \\'Ilh the Clerk to the Board at the Board Minutes and Records Department
Clam Bay Subcommittee June 17, 2010
Vl-1 approval of Minutes
1 of 8
MINUTES OF THE MEETING OF THE COLLIER COUNTY
COASTAL ADVISORY COMMITTEE - CLAM BAY
SUBCOMMITTEE
Naples, Florida, May 20, 2010
LET IT BE REMEMBERED that the Coastal Advisory Committee - Clam
Bay Subcommittee in and for the County of Collier, having conducted
business herein, met on this date at 1 :00 P.M. at Conference Room 609/610
of the Community Development and Environmental Services Building,
2800 North Horseshoe Drive, Naples, Florida with the following members
present:
CHAIRMAN: Anthony Pires
Jim Burke
John Arceri
ALSO PRESENT: Gary McAlpin, Director, Coastal Zone Management
Gail Hambright, Accountant
Clam Bay Subcommittee June 17, 2010
Vl~ 1 approval of Minutes
2 of B
I. Call to Order
Chairman Pires called the meeting to order at I :00 pm.
II, Pledge of Allegiance
The Pledge of Allegiance was recited.
III. Roll Call
Roll call was taken and a quorum was established,
IV. Changes and Approval of Agenda
Gary McAlpin, Director, Coastal Zone Management noted the following updatcs
to the Agenda:
Item VI.I - Correction request of March 18,20 I 0 minutes, Linda Roth
Item VllI.3 - Discussion of RAI comments
Item VllIA - Discussion of Attached proposals
Item VII 1.6 - Biological Study Update
Item IX. 1 - Wanless Report
Mr. Burke moved to approve the Agenda. Second by Mr. Arceri. Carried
unanimously 3-1J.
V. Public Comments
,John Domenie, Pelican Bay Resident addressed the Subcommittee noting the area
in the vicinity of the boardwalk for Clam Pass Park contains a large amount of refuse.
He provided a detailed inventory in writing (entitled "There may be some debris
along the boardwalk leading to Clam Pass Park') of the items observed during a site
visit. He recommended the proposed improvements to Clam Pass Park be delayed
one year until such a time the County can show they ean keep the Mangrovcs clcan
and healthy.
Chairman Pires requested clarification on where the rcsponsibility lies to maintain
the area. Parks and Recreation or the Naples Grande Resort Hotel via their lease
agreement with the County.
Gary McAlpin noted the responsibility lies with both and has discussed the issue
with the Parks and Recreation Department. who is addressing the issue. He will
provide an update at the next meeting.
VI. Approval of Minutes
I. March 18,2010 Minutes
Mr, Burke moved to approve the minutes subject to the following change:
Page 3. Paragraph 4, lines 1-3 - from "She requested the meeting be postponed as
the Agenda and related materials were not posted at least 48 hours in advance. She
noted..... to "She requested that staff post the meeting agenda and support
materials at least 2 day." in advance of the meeting, The reason is that this is the
Clam Bay Subcommittee June 17, 2010
VI-1 approval of Minutes
3 of 8
only opportunity for the public to review the materiab' so they can make educated
comments and contribute positively to discussions at the meeting. She noted..."
Second by Mr. Arceri, Carried unanimously 3-0,
Chairman Pires requested Staff identify the minutes as "Draft" when posted on the
website prior to official approval by the Subcommittee.
VII, Staff Reports
None
VIII. New Business
1. Peer Review Response from PBSD
Gary McAlpin presented the Executive Summary "Peer Review Responsesji-om
P BSD" dated May 20. 20 I 0 for review. He noted:
. The original Peer Review proposal approved by the BCC envisioned a
review of the Water Quality Study prepared by PBS&J in conjunction
with the Cireulation Modeling Study.
. The Pelican Bay Services Division (PBSD) provided a document "Clam
Bay Estuarv Peer Review Scope olWork Etplanation o(Chan?,esji-om
J119/IIJ Drat! Proposed hy PJJSD 5/5//0" which recommended the Peer
review, at this point. be limited to the PBS&J Water Quality Study.
. As outlined in recommendation #3 bclow. Staff accepts thc
recommendation.
. If the pecr review follows this avenue, it may bc separated into "pieces"
completed by different individuals with expertise in the related areas
under consideration.
Discussion occurred if PBSD intends to participate in funding all series of the
Peer Review. or only the Water Quality Study review.
Gary McAlpin noted Keith Dallas would speak on the issue.
Gary McAlpin reviewed the following Stalf recommendations contained in the
Executivc Summary:
I. They accept PBSD list of consultants and add to them staffs list (previously
identified and others) and Illrward them to purchasing for proposal
solicitation.
2. Keith Dallas and Gary McAlpin to work together to develop the request for
proposal document with purchasing. Once the consultant list is prepared it
will be the only individuals that can submit proposals.
3. Accept PBSD modified scope of work as identilied in the "Explanation of
Chan?,esfi'Ofn the 3/ I 9/1 IJ Draft" document but add back that water quality
expertise will be the primary qualifieation in selccting a peer review
professional for that portion of work. Peer review for other portions of work
will be evaluated and selected separately.
4. Approaeh FDEP with a request to evaluate PBS&J report.
Clam Bay Subcommittee June 17, 2010
VI~1 approval of Minutes
4 of 8
5. Keith Dallas and Gary McAlpin will collaborate on a proposal evaluation
document that can be brought back and reviewed by our respective boards by
next meeting.
6. Target the activity complete and a proposal on the street by June 15th
Discussion occurred on recommendation #4 and whether FDEP should become
involved at that point of the process; or after the Peer Review is completed and
recommendations have been set forth regarding management of the Clam Bay
Estuary System (CBES.)
Gary McAlpin noted if the Subcommittee is concerned over the potential
ramifications with involving FDEP, the recommendation could be eliminated.
Speaker
Kathy Worley, Conservancy of Southwest Florida expressed concern on
focusing primarily on a peer review for water quality. The process is moving
forward including Biological Studies, Hydrology Studies and Circulation
Modeling. The peer review should encompass the data currently being collected
for Biology, Hydrology and the circulation modeling.
Gary McAlpin noted the peer reviewer will be provided all current data collected
to assist in the review process.
Keith Dallas, Chairman, Pelican Bay Services Division Board noted the PBSD
views the process as two separate pieces, Water Quality and Circulation
Modeling. They understand the importance of Circulation Modeling and will be
collaborating with the County in funding peer reviews in the area. The PBSD felt
the issues should be separated due to thcir complexity.
Mr. Arceri moved to accept recommendations from Staff J, 2, 3 and 6,
Recommendation #5 be accepted with the agreement of Pelican Bay's
involvement in the final Phau (){the process (peer review procescl).
Keith Dallas noted the recommendations in the motion are acceptable.
Motion carried unanimously 3-/J.
2. Status Letter of Consent - Navigational Markers in Clam Bay
Gary McAlpin presented the Executive Summary "Status o/Letter a/Consent
Navigational Markers in Clam Bay" dated May 20, 20 I 0 for review. He noted:
. Staff has been in contact with the Florida Fish and Wildlife Conservation
Commission who is required to approve the informational markers.
Approval is cxpeeted soon.
. Oncc the FFWCC permit is reeeived, the RAI comments from F[)EP will
be addresscd.
. Once thc RAI cycle is completed, the applieation should be deemed
complete by FDEP and a decision rendered.
. The Lettcr of Consent item was remanded to FDEP by the Governor's
Office/Cabinet.
Clam Bay Subcommittee June 17, 2010
VI~1 approval of Minutes
5 of 8
. IfFOEP denies the "Letter of Consent." the County will have the option
to appeal. but most likely will consider all avenues for placing the
navigational/informational markers "exhausted."
Speaker
Marcia Cravens, Mangrove Action Group noted the request for informational
markers are "Seagrass" type signage. An internal email of FOEP employees
indicates lateral aids to navigations arc not required. She questioned the motives
for the proposed informational markers as they are being combined with the
lateral aids to navigation. Informational signs addressing environmental concerns
already exist in the CBES.
3, RAI Comments
. FDEP Submittal
. USACE
. Additional Support Required
Gary McAlpin presented the Executive Summary "RAI Commen/s" dated May
20,20]0 for review. He also provided the document "Agendu, Clum Pass JCP
Meeting, May 4,2010" which outlined a history of the dredge permits issued for
Clam Pass. History indicates the original dredge template approved in April 1999
was a permitted width of 80 feet and a dredge depth at the mouth of the Pass 01'-
5.5' NGVD. There were two subsequent modifications in January 2002 and April
2007with the same dredge parameters. The current application is in compliance
with previously approved "dredge template."
Chairman Pires requested Staff post the original permits and subsequent
modifications on the County website for public view.
Discussion occurred on the ramifications of non-tidal flushing ofthe Estuary due
to legal challenges which may be undertaken by various parties. In addition, what
measures may need to be taken for an "emergency situation dredging" if the Pass
becomes "closed" and the County does not have the necessary permits to dredge
the Pass.
Speaker
Marcia Cravens, Mangrove Action Group stated the application for (dredge
permit) modification is not the same as the modification granted (in 1999). It
allowed a greater width, but not a greater depth. The 1995 Clam Pass
Management Plan recommended a long term permit to allow the Pass to be
reopened in the event it closes. On April 29, 20 I O. the Mangrove Action Group
held a public forum on the Estuary where representatives from the US Army Corp
of Engineers indieated the USACE has the authority to allow the Pass to be re-
opened in an emergency situation should it close. It does not take an emergency
declaration by the Governor.
Clam Bay Subcommittee June 17. 2010
VI-1 approval of Minutes
6 of 8
Chairman Pires requested Staffto:
. Retrieve all permit modifications from the original dredging permit
(issued July 1998) and provide them to members of the Subcommittee
along with posting them online for public viewing.
. Verification ifthe USACE can declare an emergency declaration to open
the Pass. and/or if there is a separate declaration required by the State of
Florida.
Mr. Arceri noted, if litigation initiates on the issues involving drcdging thc Pass,
he will make a request that the County provide a technical evaluation on when the
CBES may be negatively affected by non-dredging and the requirements for
opening the Pass in an emergency.
4. Modeling Proposal
Gary McAlpin provided the documcnt "Clam Bay Estuary Modeling Study-
Phase I - Numerical Modeling on Hydrodynamics, sediment tramport and
Flushing Analysis Using Delfi 3D, Collier Counzv Florida" and Clam Bay
Estuary Modeling Sfudv Phase 2 - Numerical Modeling Wafer Quality Using
Delfi 3D- WAQ, Collier County Florida dated May 18,2010. He noted:
. The Phase I proposal outlines the scope originally approved by the BCC
and previous Clam Bay Subcommittee at a cost of $124,511.
. The proposal has been resubmitted for approval due to the issues raised
by the County Clerk regarding the Best Value Offer (BVO) program
prcviously being utilized by the County.
. The Phase 11 proposal is an enhanced proposal. which may be considered
by the County at a cost of $68,048.
. Staflintends to move forward with the scope of work outlined in Phase I
as it has been previously approved the Board of County Commissioners.
. The proposals have not been reviewed by the County Clerk's Finance
Department to determine if it is consistent with the requirements of the
State Statutes for County solicitation of contracts.
. The scope of the work was prepared at the direction of the Purchasing
Department and solicited under the Purchasing Policy previously utilized
before the development of the BVO process.
. The item was intended as an informational item; the Chairman received
the documcntation today and has not had time to review the item.
Chairman Pires noted the County Clerk has requested a formal Attorney General
Opinion on the Best Value OtTer process. The County was requested to join in
the request for opinion. but declined.
Speakers
Marcia Cravens, Mangrove Action Group expressed concern that the contract
is ditTerent than approved by the CBAC and CAC. as it now incorporates a scope
of work including Moorings Bay. How this change of scope occurred has not
Clam Bay Subcommittee June 17, 2010
Vl-1 approval of Minutes
7 of 8
been addressed by Staff. She expressed concern that the scope of work proposed
was brought forth by the original Clam Bay Estuary Improvement Discussion
Group which was created in the "dark" and an employee of PBS&J was a
member. The need for a Circulation Modeling Study is not supported by previous
reports which indicate there is no water quality problem in Clam Bay.
Kathy Worley, Conservancy of Southwest Florida requested clarification on
the status of"Task 4A" that was in the original scope of work.
Gary McAlpin noted Task "4A and 4B" have been combined.
Mr, Arcer; moved to continue the item to the next meeting. Second by Mr.
Burke. Carried unanimously 3-0,
5. BVO/PBS&J Payment Status
Previously discussed under item VIllA
6, Biological Study Update
Gary McAlpin noted the document is still under modification.
Speakers
Kathy Worley, Conservancy of Southwest Florida provided an update on the
scope of work proposed by the Conservancy in the CBES which will begin in
June.
IX, Old Business
1. Wanless Report
Chairman Pires noted the Report has been reviewed by members ofthe
Subcommittce and Dr. Wanless listed as a potential Peer Revicwer.
Speakers
Marcia Cravens, Mangrove Action Group expressed concern the Wanless
Report was continually postponed for discussion at various Coastal Advisory
Committee meetings who referred it to the Clam Bay Subcommittee. The
Subcommittee never heard testimony on the report. The Report indicates thc
water quality conditions in the Estuary are "normal" for a Mangrove environment.
Kathy Worley, Conservancy of Southwest Florida provided a summary of Dr.
Wanless's credentials noting he is highly respected by peers in his ticld of study.
X, Announcements
None
XI. Committee Member Discussion
Federal Funding Requests
Stafr has applied for WRDA (Water Resources Development Act) funding for studies
in the CBES
Clam Bay Subcommittee June 17. 2010
VI-1 approval of Minutes
8 of 8
Oil Spill- Gulf of Mexico
Gary McAlpin provided an update on the oil spill.
XII, Next Meeting Date/Location (* Per Agenda Index)
June 15,2010; 2800 N, Horseshoe Drive, Community Development, Conference
Room 609 & 610, Naples
There being no further business for the good of the County, the meeting was
adjourned by order of the chair at 3:22 P.M.
Collier County Coastal Advisory Committee-
Clam Bay Subcommittce
Tony Pires, Chairman
These minutes approved by the Board/Committee on
as presented or as amended
Patricia L. Morgan
::mt
From:
Sent:
Subject:
Attachments:
hambright_g [GaiIHambright@colliergov.net]
Wednesday, June 16, 2010 10:45 AM
new item VII-2 Oil Spill
VII-2 Oil Spill Memo 2010 City Council Unified Command.pdf
r
-
Under Flond" Law ermill iHidlesses are public records. If you do not want YOUI erna!! addmss released In response to a public records request. do not send
marl to this entity instead. contacl this office by telephone or in writing
Clam Bay Subcommittee june 17, 2010
VII-2 Staff Reports
10f3
City of Marco Island
Memo
Date:
Re:
City Council
James C. Riviere, PhD
Interim City Manager
June11,2010
Summary of Meeting with USCG Peninsula Unified Command
To:
From:
On June 10, 2010 City Manager Dr Jim Riviere, City Councilman Larry Magel
and Deputy Chief Chris Byrne traveled to Miami for a meeting with the United
States Coast Guard (USCG) Peninsula Unified Command. Upon our arrival we
were met by the Deputy Incident Commander who began an incident briefing
with the City representatives The briefing included members of his Command
Staff specializing in Prevention, Information Science, Environmental and Wildlife
Biology. The Superintendant of Everglades National Park also participated as a
member of the Command Staff.
The briefing began with an overview of the current forecast map and a detailed
explanation of the spill location, loop current, and eddy currents. Unified
Command has determined a trigger point located 94 miles off our Coast which is
monitored by research vessels and daily over flights If oil is identified in the area
of the 94 mile mark it would trigger response actions for pre-positioning of
mitigation equipment. The loop current travels at 3 - 4 knots but currents near
Marco Island travel much slower, one-half knot, which is to our advantage for
response planning. Current forecast models showed that if oil entered the loop
current it could travel in two distinct directions, one being south through the Keys
and along the East Coast up to the Ft. Pierce area, and secondly an eddy current
traveling clockwise back to the original location They rate Marco Island as a low
threat for near and future oil impact.
City representatives provided the Unified Command with detailed maps of Marco
Island, maps of the Area Contingency Plan for our area, along with requested
additions to the Plan The Unified Command expressed their appreciation for our
actions.
Clam Bay Subcommittee june 17, 2010
V!l~2 Staff Reports
2 of 3
Unified Command discussed protective actions for our beachfront. Due to the
consistency of the oil being very weathered by the time it would reach Marco
Island, boom would not be effective. The use of hay bales and scattered hay was
discussed and the Unified Command strongly discouraged its use explaining that
tar balls would not attach to it and that the hay itself can present an
environmental hazard.
Unified Command explained that Marco Island is an environmentally sensitive
area of importance with many triple diamond designations. Our beach, which is
rated as double diamond, exceeds the rating of most Florida beaches; most do
not have any diamond rating. The environmentally sensitive area rating is to our
favor if and when response is needed.
Unified Command and the City representatives discussed the following protective
actions:
. Continue twice a day beach patrols
. Initiate waterway patrols utilizing groups such as USGC Auxiliary and
Power Squadron to identify litter gathering areas and examine trash
eddies.
. Research training opportunities and organize volunteers if and when
needed
. Mark boom location to assist contractors
. Prepare claims against BP and assist local businesses in filing such
claims.
Additional discussion involved resource availability and allocation. Regarding
boom, this event has depleted the supply. The government has purchased all
boom capacity, and production of 250,000 ft. per week is being accomplished.
Overall 4 million feet of boom is deployed or staged for this event.
Analysis of tar balls found outside of the spill area, such as those found in Key
West and the Dry Tortugas, have indicated that they are not from the Deepwater
Horizon, but are considered "spills of opportunity" from ships cleaning out their
bilges. In addition, the oil from the well is of a lower viscosity than the heavy
Exxon Valdez spill and is more easily dispersed.
The USCG Peninsula Unified Command has four branches operating and
reporting to them, St. Petersburg, Key West, Miami and Jacksonville. The Unified
Command reports to Area Command in Mobile Alabama and the National
Incident Command Center in New Orleans.
The USCG Peninsula Unified Command has offered to send a representative to
participate in a special called Council Meeting to discuss the operations with our
citizens Scheduling is being discussed at this time with an anticipated meeting
next week
Clam Bay Subcommittee june 17, 2010
VlI-2 Staff Reports
3 of 3
The Unified Command and City Representatives met for two hours In summary,
the protective actions described above are the appropriate actions at this time,
and until such time that oil is discovered at the 94 mile trigger zone.
Clam Bay Subcommittee June 17, 2010
VItI-1 New Business
1 of 6
6/1/2010
Peer Review direction as approved by the Clam Bay Subcommittee of the Coastal
Advisory Committee at the May 20, 2010 meeting,
The Coastal Advisory Committee is committed to find a workable solution with PBSD on
Peer review for the Clam Bay Estuary. Listed below are key discussion points from this
meeting.
1. PBSD refocused the scope of the effort to address only the PBS&J report dealing
primarily with data review, water quality program recommendations an d dat a
collection issues. This is acceptable to the Clam Bay Subcommittee but should
not be the primary focus of the peer review effort. The circulation modeling and
development of a master management plan for Clam Bay are the critical activities
that should be addressed. The Coastal Advisory Committee invites PBSD and
the entire community to become involved i n this more critical ac tivity when i t
begins.
2. Since the scope of this peer review is focused now on Water quality and related
issues, the key criteria in selecting a review resource should be someone with
intimate knowledge 0 f state water quality standards, t he I mpaired Water Rule,
Total Maximum Daily Loads (TMDL's) and the impacts/standards for Dissolved
Oxygen and Chlorophyll. This i s t he bas is f or al I t he conclusions and
recommendations associated with Water Quality and the Water Sampling
program. This criterion was omitted from the PBSD selection criteria and should
be used as the primary qualifications in selecting a reviewer.
3. FDEP is the ag ency that is tasked with t he Water quality management 0 f the
estuaries within the state. F DEP could evaluate this report and determine if the
conclusions are valid and if the report was prepared in a pr ofessional manner.
The Clam Bay Subcommittee of the CAC was not supportive of this option at this
time.
4. Resources that the CAC believe are qualified to perform the Peer Review were
left 0 ff 0 f t he list pr oposed by P BSD. I n speaking with Keith Dallas, PBSD
Chairman, i twas n ot their intention t 0 sensor or el iminate any C AC
recommendations at this time.
The key focus 0 four peer review should be t he circulation modeling, an alysis an d
recommendations moving forward. C are should be taken that the peer review of the
water quality study performed by P BS&J does no t sap the strength ou t 0 f th is future
effort. With that in mind, The Clam Bay subcommittee of the CAC approved:
1. The list of consultants proposed by PBS&J. ClM staff will add to them our list
(previously identified and ot hers) and forward them to pur chasing for pr oposal
solicitation.
2. The modified P BSD scope of work as identified in the" Explanation of Changes
from the 3/19/10 D raft" doc ument. A dded back i n w ill be t he stipulation that
water quality expertise will be the primary qualification in selecting a peer review
professional for this portion of work. Peer review for other portions of work will
be evaluated and selected separately.
Clam Bay Subcommittee June 17, 2010
VIH~ 1 New Business
2 of 6
3. Keith D alias and G ary McAlpin tow ork together t 0 develop t he request for
proposal document with purchasing. 0 nce the consultant list is prepared it will
be the only individuals that can submit proposals.
4. Keith D alias and Gary McAlpin collaborate on a pr oposal evaluation doc ument
that c an be br ought bac k and reviewed by our respective boar ds by nex t
meeting.
5. Agree to target to have this activity complete and a proposal on the street by
6/15.
Clam Bay Subcommittee June 17, 2010
V11l-1 New Business
30f6
Clam Bay Estuary
Peer Review Scope of Work
March 15, 2010
March 19, 2010- Rev. 1
Background
During their regular December 15,2009 meeting, the Board of County Commissioners
approved an independent peer review of the work required to complete the
development of a comprehensive management plan for the Clam Bay Estuary.
Specifically, that an independent peer review, of the Clam Bay Water
Circulation/Flushing Modeling Program and the Clam Bay System Data Collection
Analysis Report recently completed by PBS&J be performed by a recognized expert.
This expert, jointly selected by Pelican Bay Services Division and Coastal Zone
Management, will be from an academic/university background and not directly involved
with any consulting firm. The review of the Clam Bay Data Collection and Analysis
Report is proposed to be conducted early in the development of the flushing/circulation
model. It is also recommended that the cost of this effort and any future phased peer
review be split between the Pelican Bay Services Division and Coastal Zone
Management.
Consideration
Development of a management plan for Clam Bay will involve a number of critical
sciences not usually resident in one individual expert. Among others, these disciplines
would involve water quality, coastal engineering, marine biology, modeling, geology and
coastal management to name just a few. In addition, they must be knowledgeable with
state rules and regulations to be successful. This must include involvement in issues
related to FDEP's existing state water quality standards, the use of the Impaired Waters
Rule (IWR), and experience with the Total Maximum Daily Loads (TMDL) program.
These three issues - state water quality standards, the IWR, and the TMDL program -
are absolutely critical. Familiarity with all three and the implications of such are the
most important issue here. If they don't know about those three programs - then
they're probably not right for the peer review process. Also critical to the success of this
review would be a track record in managing estuaries of a similar nature in Southwest
Florida and no prior history of involvement with our community.
Consultants have been ruled out due to the competitive nature of the consulting
business.
Stand alone academics although initially recommended, lack the array of technical
expertise required along with the practical track record of managing estuaries in SW
Florida. For these reasons, we have reconsidered this requirement.
Clam Bay Subcommittee June 17, 2010
Vtll-1 New Business
4016
There are three national estuary programs in SW Florida that have the technical and
practical expertise to evaluate our program, guide us and make recommendations.
These programs are:
. Charlotte Harbor National Estuary Program run by Judy Ott
. Sarasota Bay National Estuary Program run by Dr. Jay Leverone
. Tampa Bay Estuary Program Run by Ed Sherwood
Each of these programs is separate and distinct from each other. They are EPA
sponsored and have developed the science necessary to develop their estuary
programs. They are not associated with Collier County and are usually funded by a
combination of USEPA, FDEP, local Government and the WMD. Each of these
programs has also developed biological, water and overall estuary health diagnostic
studies in the management of their estuary.
The added benefit of working with one of these programs is that only expenses, no fees
or certainly reduced fees might be possible.
In researching this topic two other individuals were highly recommended. They are:
. Dr. Ernie Estevez a Estuarine Ecologists with Mott Marine and
. Dr. Loren Coen, the Executive Director of Sanibel-Captiva Conservation
Foundation
Both this individuals do not run estuaries but have extensive experience in conservation
issues within the SW Florida environment. Unfortunately, Dr. Estevez has elected not to
participate with us because of the political dynamics involved.
Considerable concern was expressed at the last Clam Bay subcommittee meeting held
on 3/17/2010 by the Pelican Bay community if these programs and individuals have had
an acquaintance and working relationship with Dr. Dave Tomasko and/or PBS&J. The
Pelican Bay community is concerned that as a result of any relationship, objectively
would be compromised. I can only indicate that since these are all nationally
recognized programs and Dr. Tomasko is a nationally recognized expert, both are
known to each other. Since we want the highest degree of expertise available, I can
assure you that this will probably be the case with any experts that are selected. Since
the PBSD will jointly select the peer review resources, I would expect that this would be
discussed and resolved during the interview process.
Activities to be performed durina the Peer Review Process
Two items were specifically identified to be performed during peer review. They are:
1. Review, analysis and critique of the Data Collection and Analysis report dated
October 2009 performed by PBS&J.
2. Review, analysis and critique of the water circulation/flushing modeling program
to be performed by PBS&J.
Additionally, the selected is peer review individual/firm may be used to review and
critique the development of the management plan f jointly agreed to by all parties
concerned.
Clam Bay Subcommittee June 17, 2010
VlII-1 New Business
5 af6
Recommendation
Staff and the Clam Bay subcommittee of the CAC are recommending that these
individual along with those presented by the Pelican Bay Services Division be given the
opportunity to submit credentials in response to a solicitation by the Collier County
purchasing department. Only pre-identified candidates will be allowed to submit
proposals for evaluation. Proposals will be jointly evaluated and must be acceptable to
Collier County Coastal Zone Management /CAC and the Pelican Bay Services Division.
Clam Bay Subcommittee June 17, 2010
VIII-1 New Business
6016
t..
COU~IER COUNTY GOVERNMENT
P('lit'an H,,~ St,..,i('('s nh lsion
XI). I ;:(11\,1 ()_io. !};. L' .. '),,;lll' i)l ':' . \,ji~ic' ! il ,]\1.1 ;-: I ',. ':q, ';1j" ! ~-+q. 1;1', I :,1) I .';;'r:'-l-"iI2
lun,' 8. 2010
Gary McAlpin, llirector
Collier County Coastal Zone Management Department
3301 Tamiam; Trail East
Naples, Fl. 34112
RE: Clam Ray Estuary Peer ReView Scope of Work
Ilear Me McP.lpll1
This letter is in response to YOLlr ermul regarding the Clam !3ay Estuary Peer Review Scope of Work, dated
lunt' 2, 2010. The Pelican Bay Service Division appreciates the work the Coastal Advisory Committee has
done to date .:md is also committed to find a workable solution with CAe on the Pet' I' Review of the Clam Bay
System Data Collection and Analysis Flflal Report completed Octoher 2009 by PBS&J and its associated
hIstOrical data,
This respons/.: IS formatted to respond [0 the t1ve spec-Uk items delineated in your IUlle 2 reslJDllse:
1. We agree that PBSD and eZM will each individually recommend lists of potential consultants to be
forwarded to Purchasing for proposal solicitation, It is agreed that only mdlvlduals on such
consultant list produced by Purchasing can submit proposals.
2. The PBSD suggests that to properly review the fll1al PRS&I ""pori and assoClared hlstoncal data In its
entirety; the reviewer must have hroClder knowkdge than ,it;st wi;lter quality expertise. Therefore, we
recommend our earlier language of "water quality, marine hiology. modeling/hydrology, geology,
and natural estuary/ecosystems" remain in the Scope of Work.
3 In an effort to maximize the coordination be-tween the PBSD JIlLl CAe and to move this project along
as quickly as is feasible, we propose that a joint committet' of the chairmen of the PBSD and Clam Bay
Subcommittee of the CAC along With our respective admimstrators (Messrs Pires, McAlpin, Dallas
and Dorrill) work together with Purchasing to develop the ft'quest for proposal document.
4. We. also recommend that tht. 4 individllais above collaburate on a proposal evaluation methou that
can be brought back and reviewed hy our respective boards Jt the earliest possihle date.
S Unfortunately because the response from CZM was only received the day [wfore our last PBSD
rneetlllg (and due to County email problems, first seen by some Board members at the actual
mE'etn1g), ttu> June 15th deadline is 110t feasible. However, WE' do WIsh to Sl:'e this prnn'ss wrapped up
as qujckly as is practical.
I Wish to thank CAe and you for YOllr effurts. We louk forward to successfully completing thIS project and
discussing future projects.
',: {'1'I'I\
;'d'Jt", i U;;lLI'l, i l1airm,'Jli
PelIGu\ BdY St'rvicp~ 1)1VlSlOll Hoard
<-- "
---~---^._.__.._-'----..~.
I~:
<..:
Clam Bay Subcommittee June 17. 2010
Vltl-2 New Business
1 of 5
EXECUTIVE SUMMARY
Review and approve the attached Biological Assessment Scope of work for Clam
Bay.
OBJECTIVE: Review and appr ove t he attached Biological Assessment S cope of
work for Clam Bay.
CONSIDERATIONS: The purpose 0 f this study i s to as sess the status an d make
recommendations on future management monitoring efforts of the natural resources in
Clam Bay.
The following scope of work will be included in this assessment:
Task 1.0 - Review of Existing Biological Data
Task 2.0 - mangrove Health Assessment
Task 3.0 - Wading Bird Survey
Task 4.0 - Fish Survey
Task 5.0 - Benthic Collection and Analysis
Task 6.0 - Submerged Resource Survey
Task 7.0 - Biological Assessment Report and Public Presentation
This scope 0 f work i s bas ed on a n estimated twelve ( 12) month schedule of
participation
ADVISORY COMMITTEE RECOMMENDATIONS:
forward with this program as outlined.
Staff i s recommending moving
FISCAL IMPACT: The Source 0 f funds for t his work will be from Fund 111 General
Revenue.
GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management
Plan related to this action.
LEGAL CONSIDERATIONS: This item h as been reviewed and appr oved by the
County Attorney's Office and is legally sufficient for Board action. - CMG
RECOMMENDATION: Staff is recommending approval of this program as outlined.
PREPARED BY: Gary McAlpin, CZM Director
Clam Bay Subcommittee June 17, 2010
VIII-2 New Business
2 of 5
January 19, 2010
June 11, 2010 update
Upper, Inner and Lower Clam Bay Biological Study
A biological survey to identify the biological communities within Upper, Inner and Lower
Clam Bay is required to develop a master plan for the management of the Clam Bay
estuary. The purpose of this study was to an assess the status and trends (if any) in
natural resources in Clam Bay and make recommendations on future management and
monitoring efforts in this area.
SCOPE OF WORK
Task 1.0 Review of Existing Biological Data
A number of different public and private organizations have conducted biological
surveys within Clam Bay. A complete data search will be conducted to gather the
existing information and used when possible to further evaluate the data collected in
Tasks 2.0 through 6.0. Data Sources include but are not limited to:
. The Conservancy of SW Florida
. The South Florida Water Management District
. The Audubon Society
. The Florida Fish and Wildlife Conservation Commission
. The US Fish and Wildlife Agency
. The City of Naples
. Collier County
. The Department of Environmental Protection
. Turrell, Hall & Associates
GIS databases as well as report style information will be complied and presented in a
brief summary in the Biological Assessment report (Task 7.0). This task will be
performed by our general consultant, PBS&J.
Task 2.0 Mangrove Health Assessment
Previous studies conducted by the Conservancy of Southwest Florida and Turrell, Hall
& Associates, Inc. and Robin Lewis will be used to assess the health of the mangrove
forest in the Clam Bay estuary. This study effort is independent of the previous work
but will utilize the monitoring data that Turrell-Hall and the Conservancy have been
collecting over the past 10 years. Locations chosen will be from existing plots and
representative of the entire estuary. If additional locations are necessary to assure
complete coverage of the entire estuary, they will be proposed as a result of this study.
This activity will analyze data that is already available. Within existing data sets, the
total number of dead and alive mangroves will be counted and species identified. Where
possible, if the data exists, a diameter at breast height (DBH) will be recorded for live
Clam Bay Subcommittee June 17, 2010
VIII.2 New Business
3 of 5
trees over 2.5 cm. The total number of seedlings will be counted and species identified,
when possible. Total percent coverage will be utilized in areas where the number of
seedlings is too great to distinguish and count individual shoots. A location GPS point
will be taken at the center of each quadrant. A photo will also be taken at each location.
This scope is for one complete mangrove survey to including the work above. A total of
16 quadrants that are representative of the entire estuary is recommended for
evaluation.
Both Turrell-Hall and the Conservancy of SW Florida will be approached to provide a
proposal for this activity.
Task 3,0 Wading Bird Survey
In accordance with FWC requirements the wading bird surveys will be conducted by a
surveyor that is able to properly identify and distinguish bird species, has a working
knowledge of breeding plumage and juvenile plumage variation, range of habitat usage
including usage of nonnative habitat, has recently observed the species to be surveyed
in variable habitat conditions, and has knowledge in the ecology specific to Florida.
All accessible suitable habitats should be surveyed three times between April and June,
with a minimum of 2 to 3 weeks in between surveys, when possible. Surveys should
occur during crepuscular times and will occur within 1-3 hours after sunrise and 1-3
hours before sunset. The total number of birds (including but not limited to colonial,
wading birds, passerine/songbirds and shorebirds) species will be recorded during the
survey. Any nesting sites will be located with a GPS and the approximate number and
species will be recorded.
The method of survey, timing and duration of this study will be identified and agreed to
prior to beginning work.
The Audubon Society will be approached to conduct this work.
Task 4.0 Fish Survey
Everyone agrees that repetitive monitoring over time is the preferred way to analyze a
system however, in order to begin to characterize the fish community in Clam Bay,
progress needs to begin somewhere.
The study will begin to identify the composition and relative abundances of fish species
by with two discrete sampling events (three days each). Fish sampling and identification
will be subcontracted out to the Fisheries Independent Monitoring Group of the Florida
and Wildlife Research Institute (FWRI) located in St. Petersburg. These organizations
are part of FWC and will be approached to conduct this study. They will design the
sampling program and timing so that comparison with similar estuaries can occur.
Clam Bay Subcommittee June 17, 2010
VIII.2 New Business
4 of 5
It is anticipated that collection of samples will occur during early summer (May/June)
and again during early fall (September/October) and is planned to coincide with annual
peaks in the species richness and abundance of fish. During each event, a total of 30
random seine samples will be collected; 10 within the upper bay, 10 within the lower bay
and 10 within the tidal creek adjoining the embayments. Samples will be stratified
evenly within each bay, between shoreline and open water areas and within the creek
and pass, between vegetated and un-vegetated shorelines (e.g., sand bars), to
maximize the number of fish species collected and to ensure a representative
characterization of the fish community.
All fish will be counted and identified to the lowest possible taxonomic unit. Data on
species richness, species composition, frequency of occurrence, and relative
abundance will be used to characterize the fish community.
Coordination with FWRI, data analysis and summation will be conducted by PBS&J.
Task 5,0 Benthic Collection and Analysis
The Conversancy of SW Florida is undertaking a benthic survey in Clam Bay for the
Pelican Bay foundation and the Mangrove Action Committee.
It is the desire of the CAC to have the Conservancy's study used as the basis of it's
benthic analysis not having to undertake two similar studies. This study might be
suitable to meet the CAC study needs if the CAC is allowed to participate in the design
of the study and share/review for consensus the scope of work, methodology and
preliminary conclusion with the Clam Bay Subcommittee of the CAC.
Staff will work with the Conservancy to see if this is possible of if the timing of the
Conservancy study meets our timeframes.
Task 6,0 Submerged Resource Survey
PBS&J Data along with monitoring reports from Turrell-Hall and historical information
from the County and the Conservancy are available in sufficient detail and quantity to
analyze the submerged resources within Clam Bay. Part of this analysis will be the
recommendation moving forward on what additional monitoring or data should be
collected on a yearly basis moving forward.
Data analysis and summation will be conducted by PBS&J in conjunction with Turrell-
Hall.
Task 7.0 Biological Assessment Report and Public Presentation
PBS&J will pull together develop the biological assessment report, data analysis and
public presentation. A level of coordination and cooperation is required and I'd like you
to indicate how many hours and the cost that would be required to accomplish this.
Clam Bay Subcommitlee June 17, 2010
VIII.2 New Business
5 of 5
SCHEDULE
The above scope is based on an estimated twelve (12) month schedule of participation.
BUDGET
To Follow
Patricia L. Morgan
l>
From:
Sent:
Subject:
hambrighCg [GaiIHambright@colliergov.net]
Wednesday, June 16, 2010 10:37 AM
FW: Clam Bay Biological Survey Scope of Work 6-8-10
This e-mail will be placed at the end of New Business #2
Thanks,
Gail
From: McAlpinGary
Sent: Wednesday, June 16, 2010 10:33 AM
To: hambrighCg
Subject: FW: Clam Bay Biological Survey Scope of Work 6-8-10
Please add this to the end of New Business item 2 at the end.
From: kathy worley [mailto:kathyw@conservancy.org]
Sent: Tuesday, June 15, 2010 10:43 AM
To: McAlpinGary
Cc: 'arcmi@comcast.net'i Anthony Pires
Subject: RE: Clam Bay Biological Survey Scope of Work 6-8-10
Hi Gary, I have been out in the field 24-7 as the benthic study got off the ground so as yet I have only done a preliminary
scan of the document you sent me regarding the biological study but here are a few thoughts. I will try to make the next
subcommittee to give more clearer suggestions, Also I couldn't cc Jim Burke as I can't seem to find his email address!
Task 1: along with the compilation of GIS databases you might consider having a cd made or links where people can
access the original reports that will be summarized by the consultant.
Task 2: Question: I assume you are talking annual surveys? What time frame is involved in this task?
"Previous studies conducted by the Conservancy of Southwest Florida and Turrell, Hall & Associates, Inc. and
Robin Lewis will be used to assess the health of the mangrove forest in the Clam Bay estuary. This study effort
is independent of the previous work but will utilize the monitoring data that Turrell-Hall and the Conservancy
have been collecting over the past 10 years. Locations chosen will be from existing plots and representative of
the entire estuary. If additional locations are necessary to assure complete coverage of the entire estuary, they
will be proposed as a result of this study." Note: If additional sites are chosen that were not previously set up
this will cause the cost to rise as the initial set up is time consuming.
"This activity will analyze data that is already available. Within existing data sets, the total number of dead
and alive mangroves will be counted and species identified. Where possible, if the data exists, a diameter at
breast height (DBH) will be recorded for live trees over 2.5 cm. The total number of seedlings will be counted
and species identified, when possible. (Suggest delete the following sentence - you can distinguish between
individual seedlings and count them: Total percent coverage will be utilized in areas where the number of
seedlings is too great to distinguish and count individual shoots.) Note: canopy cover is a much better tool for
evaluation of the plot (Le. if you have 100% canopy cover then you would expect to have a lot less seeding
recruitment and vice-versa... I could go on with why canopy cover is more important but I'll spare you!) A
location GPS point will be taken at the center of each Plot. A photo will also be taken at each location. This
scope is for one complete mangrove survey to including the work above. A total of 16 Plots that are
representative of the entire estuary is recommended for evaluation. /I
The word quadrant : an instrument for measuring altitudes consisting commonly of a graduated arc of 90
degrees with an index or vernier and usually having a plumb line or spirit level for fixing the vertical or
horizontal direction b : a device or mechanical part shaped like or suggestive of the quadrant of a circleZ a : an
arc of 90 degrees that is one quarter of a circle b : the area bounded by a quadrant and two radii
Therefore plots is a better terminlogy :circular plots are used in the Conservancy's plots which are modeled
after USGS methodology.
"Both Turrell-Hall and the Conservancy of SW Florida will be approached to provide a proposal for this
activity. "
Itwould in all likelihood be beneficial for both the Conservancy and Turrell continue to monitor their own plots
as this would provide ample coverage of the entire area and save costs involved in the initial plot set up as the
plots are already set up, Even though different plot sizes are being employed - comparisons can be made since
the acreage coverage is known so that will not be an obstacle.
Task 4: Question: Why is Inner Clam Bay excluded from the sampling: "During each event, a total of 30 random
seine samples will be collected; 10 within the upper bay, 10 within the lower bay and 10 within the tidal creek
adjoining the embayments".
Task 5: We have already begun as stated in previous meetings we would begin in June and have started already so I
don't know how that effects the CAC. Also just to be correct the Pelican Bay Homeowners association is also contracting
us along with the other groups stated in your document.
In general it is common practice in the scientific community for those people who set up the project
and supervise the fieldwork do the analysis and report as they know the most about what happened
in the field and are usually an expert in that field of research so I would strongly suggest that whoever
you have do these tasks also analyze the results in a scientific format, Then the consultant could
summarize the reports that are generated by the different groups.
I know this email was somewhat disjointed - please let me know if you have any questions
Kathy
From: McAlpinGary [mailto:GaryMcAlpin@colliergov.net]
Sent: Wednesday, June 09, 2010 10:54 AM
To: arcmi@comcast.neti therightperson71@comcast.neti Anthony Piresi kathy worley
Subject: Clam Bay Biological Survey Scope of Work 6-8-10
Please review and forward me your comments to me.
Linder Florida tJ_1W. ern;)H adejresses arE-) public records- If you do not want
to contact this office by telephone or in
ernail address released in response to a publrc records request. do not send
Clam Bay Subcommittee June 17, 2010
Vltl-3 New Business
1 of 13
Contract 117-4153
May IX, 211111
SCOPE-Of-WORK
CLAM BAY ESTUARY MODELING STUDY - PHASE I:
NUMERICAL MODELING OF HYDRODYNAMICS, SEDIMENT TRANSPORT
AND FLUSHING ANALYSIS USING DELFT3D
COLLIER COUNTY, FLORIDA
INTRODUCTION
The work described herein will be performed by PBS&J with modeling support provided by
Coastal Planning & Engineering to conduct a numerical modeling study of circulation, residence
time (flushing), sediment transport and morphology of the Clam Bay Estuarine System.
The numerical modeling study will utilize a process based numerical model, Delft3D, a cutting-
edge numerical modeling system developed by Deltares (Delft, Netherlands). The team of
numerical modelers is highly skilled and experienced with the Delft3D numerical modeling
system, having conducted dozens of studies with this numerical system since the year of 2004.
This scope represents Phase 1 of the overall study to evaluate the physical processes of the
existing Clam Bay Estuary complex and conceptual modifications to the system. The following
tasks are included in Phase I:
I. Analysis of Existing Datasets and Monitoring Programs
2. Development and Calibration of a Circulation Model
3. Alternatives Development
4. Modeling of Residence Time (Flushing)
5. Modeling of Transport and Settling of Fine Sediments within Clam Bay Estuary
6. Sediment Transport and Morphology Modeling
7. Analysis of Results and Final Report of Activities
PBS&J is the lead consultant on this project and will be responsible for project management with
the County. The project team will attend meetings (2 committee and I CAC meeting) that
require discussions and will report as nceded for project status and progress updates.
TASK DESCRIPTION
1. Analysis of existing datasets and monitoring programs
This task consists in the review of existing datasets including: bathymetric and topographic data,
current and tide measurements, water quality measurements etc. The data collected with the
PBS&J October 2009 report will be the primary source. The data will be reviewed for input into
the model as boundary conditions, initial conditions, and grid generation.
PBS&J
Clam Bay Subcommittee June 17, 2010
VIII~3 New Business
2 of 13
Contract 07-4153
May IX, 2010
SCOPE-OF- WORK
2, Development and Calibration of a Circulation Model
This task includes the development of model computation grid, bathymetric grids, and
hydrodynamic model calibration. The numerical model grids will cover the entire Clam Bay
estuary (outer Clam Bay, Upper Clam Bay, Inner Clam Bay), Clam Pass, Venetian Bay,
Moorings Bay, Doctors Pass, adjacent shorelines and other significant water bodies directed
connected to the Clam Bay Estuary system. The numerical model will be calibrated and
validated to locally measured water levels, currents and distribution of water quality parameters
(if applicable). During the calibration phase, a sensitivity analysis will be conducted to
demonstrate variability of the input parameters used for the modeling effort.
Hydrodynamic model simulations will be simulated for the different project alternatives to
evaluate the changes in inlet and estuarine circulation. This scope of work covers the simulation
and evaluation of up to six (6) projeet alternatives. An example of a Delft3D computational grid
is provided in Figure I.
Figure I. Example of a Delft3D Grid for Tampa Bay and adjacent shorelines.
PBS&J
2
Clam Bay Subcommittee June 17, 2010
VIII-3 New Business
3 of 13
Contract 07-4t53
May 18,2010
SCOPE-Of-WORK
3. Alternatives Development
Up to six (6) conceptual modifications to the existing system will be developed and evaluated as
part of an alternatives analysis to improving Ilushing in the Clam Bay Estuary system. The
alternatives proposed for analysis will be based on the following concepts: (i) modify dimensions
of Clam Pass, (ii) modify the Seagatc eulvert system. and (iii) a combination of modifications to
Clam Pass and Seagate eulvert. These concepts may be modified based on the resulis of the
preeeding tasks if neeessary. Each alternative will be run through the hydrodynamic model as
described below for comparison purposes and identification of a preferred alternative for
morphologieal modeling.
4, Modeling of Residence Time (flushing) Analysis
The calibrated hydrodynamic model will be utilized to evaluate changes in Ilushing and
residence time inside the Clam Bay Estuary associated with the different project alternatives. To
simulate residence time, a conservative substance with a concentration of 'I' will be
implemented in the Clam Bay Estuary as initial model conditions. The hydrodynamic model will
be run until the concentration of the conservative substance decreases to '0'. Changes in the
decay rates of the substances inside the Clam Bay Estuary due to the engineering interventions
will be evaluated to quantify the impact of the project alternatives on water residence time and
therefore bay tlushing. Figures 2 to 4 show examples of a residence time simulation for an
estuarine bay system in south Brazil comparing two aliernatives.
Concentra~io do tra~ador conservatlvo (mgll) dla: 0
,10
,10
696;
I'
0,9
.., ::
06
10'
""::
6 96~' ;06
oW5;
0.5
696f
73
I 6.955:
i
74 745 75 755 " 735 "
xlO
/
6,1)55'
7,35
APA Carta N6utica '
- Reservil de Cllrij~
OY>. _.1'
r~5 75 7 55
,10
figure 2. Initial conditions with the concentration of the conservative substance equal to I.
PBS&J
3
Contract 07-4153
May 18,2010
Clam Bay Subcommittee June 17, 2010
VIIl-3 New Business
4 of 13
SCOPE-OF- WORK
,10
Concentra~llo do tra~ador conservativo (mg/l) dla: 1
6.97
6965"
i
i
I
696'1
fj.\)tl5
/
73
7.35
7.45
75
755
>10
74
Figure 3. Concentration of the conservative substance after day 1.
>10
"il~:
6.965;: I
i06
696
! ~Q.5
I i
. ~OA
I::
APA Cartil Niluticc
-Re<;,ervedeCsnjO'.l'
~ 1. .
745 ].5 ].55
'10
Q.B5t
/
73
735
74
,10
Concentra~llo do tra~ador conservatlvo (mgll) dia: 3
6.96
"'~::
I
6965' i -06
I
I
1_
6955
73
735 74
APA Cllrta NauticlI
- Reserva de Canj65
. 'lli::'C>. ' , ,
745 ].5 755
<10
6.97
6
I~:
,
jO.6
6961
I
,
,
69551
I
/
APA Carla Nau!lcD
- ReseM de CanjOS
'~""""'l
i'.4 745 75 1,55
>10
73
735
Figure 4. Concentration of the conservative substance after day 3, most of the bay water was renewed at day 3, as
indicated by concentrations equal or close to O.
PBS&J
4
Clam Bay Subcommittee June 17, 2010
VIU-3 New Business
5 of 13
Contract 07-4153
May 18.2010
SCOPE-Of-WORK
5, Modeling of Transport and Settling of Fine Sediments within Clam Bay Estuary
The calibrated hydrodynamic model will be utilized to evaluatc patterns of transport and settling
of fine sediments (very fine sand, silt and clay) within the Clam Bay estuarine system for the
different alternatives being evaluated as described above.
6. Sediment Transport and Morphology Modeling
The sediment transport and morphology module of Delft3D will be utilized to calculate annual
alongshore sediment transport on the open beaches adjacent to Clam Pass to evaluate the impacts
of the proposed modifications on sediment transport along the coast, inlet channel stability, and
outer channel annual sedimentation rates. The sedimcnt transport formulation developed by van
Rijn (1993) will be utilized for this purpose. To calibrate thc morphological model, the annual
alongshore sediment transport componcnt of the model will bc compared to alongshore sediment
transport estimates along the shorelines adjacent to Clam Bay in terms of order of magnitudes
and directions. Channel morphology change patterns will be compared to measured channel
behavior. The calibrated morphology model will be used to evaluate the preferred alternative
identified in the flushing analysis for refinement to minimize potential impacts on adjacent
beaches and overall coastal system. An example of a sediment transport simulation conducted
for Wiggins Pass is shown in Figure 5.
Figure 5, Patterns and magnitude of net annual sediment transport potential
PBS&J
5
Clam Bay Subcommittee June 17. 2010
VIII-3 New Business
6 of 13
Contract 07 -415 3
May1H,2010
SCOPE-Of-WORK
7. Coastal Process Analysis
Surveys have been collected along the Gulf coast and within Clam Pass since the 1990's. This
database will be analyzed, and volumetric change information will be developed for the inlet
entrance and the Gulf shoreline. This information will be used to develop a short term (few
years) and longer term (about 10 years) sediment budget. The sediment budget will provide
volumetric changes and sediment transport rates along the Gulf shoreline. A second set of
volumetric change calculations will be attempted, by comparing hi storie bathymetric data in the
Clam Bay system to the current survey data (PBS&J 2009). The quality of this comparison is
uncertain, but it may provide insight into the change in bottom elevations at some sites in the
bay. The results will be used in calibration.
8, Analysis of Results and Final Report of Activities
The results from the study will he summarized in a numerical modeling report.
Recommendations for direct simulations of water quality phenomena such as salinity,
temperature, nutrients dispersion (nitrogen series, phosphorus), and dissolved oxygen will be
provided for Phase 2 of the study.
A draft report will be submitted to County and FDEP review and comments. After comments on
the final report are received. PBS&J will update/modify the report and five copies of the final
report will be prepared for the County and FDEP. Report appendices will be delivered in the
form of a CD containing all the electronic data and the report in electronic format.
REFERENCES
Balsillie, J .H., and Clark, R.R., 200 I. Marine Subaqueous Sand Resources of Florida's Gulf of
Mexico. Speeial Publication No 48, Florida Geological Survey. Tallahassee.
Benedet, L., Stive, M.J.F., Hartog, W.M., Walstra, D.J.R., van Koningsveld. M., 2006. Relative
Effects of Waves, Wind and Nearshore Bathymetry on Beach Nourishment Performance in
SE Florida: A Numerical Modeling Study. 19th Annual Conference on Beach Preservation
Technology, Sarasota, Florida.
Davis, R.A., 1997. Geology of the Florida eoast. In: Randazzo, A.F. and Jones, D.S., (eds.), The
Geology of Florida. Gainesville: University of Florida Press, pp. 155-168.
Lesser. G.R., Roelvink, lA., van Kester, J. and Stelling, G.S., 2004 Development and validation
of a three dimensional model. Coastal Engineering 51, pp. 883-915.
PBS&J, Clam Bay System Data Collection & Analysis, Prepared for Collier County Coastal
Zone Management Department, October 2009.
PBS&J 6
Clam Bay Subcommittee June 17, 2010
VIII-3 New Business
7 of 13
Contract 07-4153
May 18.2010
SCOPE-Of-WORK
WLDH (Waterloopkundig Labaratorium I Delft Hydraulics), 2003. Delft3D-FLOW, Simulation
of multi-dimensional hydrodynamic flows and transport phenomena, including
sediments, User manual. WL I Delft Hydraulics. Delft.
SCHEDULE
The above scope is based on an estimated twelve (12) month schedule of participation. The work
assignment may be amended if the schedule is extended beyond the twelve months.
PBS&J will complete weekly updates to County staff on the schedule, task and present budget of
the project. In addition, quarterly progress reports will be prepared that outline project expenses
to date and review the budget and schedule.
BUDGET
In accordance with Collier County Contract Number 07-4153 "Professional Engineering
Services for Coastal Zone Management Projects" compensation for the above scope of work will
be based as noted below not to exceed the amount listed below without authorization from the
County.
Task 1 - Circulation and Sediment
Modeling
$124,570,00
(Lump Sum)
Total
$124,570,00
jf; 1 ,...___
'I" ..--
',/, /--,.---...
'if:' ..//..-------
-. /
_,._--;f--,,.:'
<~:~~~~
I 'I
Jeff~M~. Tabar
Project' Director
PBS&J
May 18, 2010
Date
PBS&J
7
Clam Bay Subcommittee June 17, 2010
VIII~3 New Business
8 of 13
Contract 07 -4153
May 18,2010
SCOPE-Or-WORK
PBSJ
ATTA CHMENT B-Statement of Work iBudl!et Estimate)
Client: Collier County
ProJeet: Clam Bay Circulation Study - Phase 1
Project No: TBD
Prepared By: JRT
Labor rates will be billed at or below rates established per the agreement number contract # 07-4153
Note: time may vary depending upon the task assignment and labor rate assigned
Labor Costs
1'1'""11"1 Cin:ulation Sediment Total Labor
I ' ; It' ~ I
Personnel Classification Hr. Rate Model Model Hours Cost
Sr. Project Manager (JT) $170.00 .'-l Ib 4U $6,800
Principle Ecologist (DT) $IOO,(K) J,l x 32 $5.120
Engineer 1II (BF) ,~115.lJO ~) ,~() 52 $6.012
Coastal Modeler (ID) $IIO.UO ::<'1 III 95 $10,501
Ecologi"il (AW) $10000 u \I 0 $0
Field Ecologist (EK) $95.IXI II II 0 $0
Junior Hydrogeologist (MS) $90.IXI 0 () \I $0
Senior Technieian (NW) $RS.lXI -II) 0 40 $3,4(10
Total Hours 175 84
Labor Cost $21.101 $1IJ.732
Reimbursable
Reimbursable Costs Task No. 4a Task No. 4b Costs
Sub-Contractors $64.916 $27.H2 1 $92,737
Total Reimbursables $64.916 $27.R21 $92.737
Total Project Budget
$86,017
$38,553
$124,570
PBS&J
8
Clam Bay Subcommittee June 17, 2010
VIII~3 New Business
9 of 13
Contract 07-4153
May 18,2010
SCOPE-Of-WORK
CLAM BAY ESTUARY MODELING STUDY - PHASE 2:
NUMERICAL MODELING WATER QUALITY USING DELFT3D-WAQ
COLLIER COUNTY, FLORIDA
INTRODUCTION
This proposal was developed as a value added element to the Phase I numerical modeling work.
The work described herein will be performed by PBS&J with modeling support provided by
Coastal Planning & Engineering and includes a numerical modeling study of simulations of
water quality phenomena such as temperature, salinity, nutrients and dissolved oxygen. The
numerical modeling study will utilize a process based numerical model, Delft3D- W AQ, a
cutting-edge numerical modeling system developed by Deltares (Delft, Netherlands).
This scope represents Phase 2 of the overall study to evaluate Ihe environmental processes of the
Clam Bay Estuary complex and proposed modifications to the system. The following tasks are
included in Phase 2:
I. Analysis of existing data sets and monitoring programs
2. Delft3D-W AQ Modeling of Temperature, Salinity, Nutrients and Dissolved Oxygen.
3. Analysis of Results and Final Report of Activities
PBS&J is the lead consultant on this project and will be responsible for project management with
the County. The project team will attend meetings (2 committee and I CAC meeting) that
require discussions and will report as needed for project status and progress updates.
TASK DESCRIPTION
I. Analysis of existing datasets and monitoring programs
This task consists in the review of existing datasets including: bathymetric and topographic data,
current and tide measurements, water quality measurements etc. The data will be reviewed for
primarily for water quality purposes for input into the model as boundary conditions, initial
conditions, and grid generation. Data collection by PBS&J and the results of the Phase I study
on physical processes will be incorporated.
2, Delft3D-WAQ Modeling of Temperature, Salinity, Nutrients and Dissolved Oxygen
The water quality module of Delft3D has an extensive library of substances and processes that
can be utilized to simulate water quality phenomena (Figure I). As value-added services element
to the scope of work proposed, the projecI team will conduct direct simulations of water quality
phenomena such as salinity, temperature, nutrients dispersion (nitrogen series, phosphorus), and
dissolved oxygen. It is anticipated that these environmental constituents will be adapted based
on the results of the Phase I study. These simulations would enable a direct evaluation of the
effeet of the proposed system modification alternatives in the salinity levels. dissolved oxygen,
and nutrient concentrations inside the clam bay estuarine system.
PBS&J
Contract 07-4153
s."""y
(.,,:",-.,~
8~,~1
bi~.d
1<'
,,,,,~ or (I,
r~", ~~,\
May 18,2010
Ee
~:' " ~ r'.
.' " ~ ;
"'\
Clam Bay Subcommittee June 17, 2010
VlII-3 New Business
10 of 13
SCOPE-OF-WORK
A t,'l'ospi-!erB
V
I~JF~~~.'''e"' :,,;':;~rl
~
E ~. [I .-(I(
~''r'<1t&'
biIfuj
~
~
c:rr:LJ
..'~0i('~e ';'1
Figure 1. Range of processes and substances included in Dclft3D W AQ.
~ lrf
'T
e'\9!\~
I
!
tlt{;,'~
!
,
1ro:+
,
""'1
"
Ii
,
/}'~'::~'> ,',t
*-.
,,,'1 ,~
"
!
",i
t ef€~
*
,
,
~,S6S
,
'j
"
-~-;)
f
s.
;Jn~tfd&n'l~tNI<.l'HqWf'lflJ
'7 ...:...-100~ \O~OO 00
I ~ '
"
,
..,
. -i '~::<
/;'j
{,
,',
,~ .Jl,: ,.
'r
.....'co.
... I
\." ,."
':''..,p'-';/':>
]i~ ,c.'
'~\ '0,.
. .
. . ,",' '.'
; \ ......... .'
r
(
"
'"
~!
, ,
52
"c;.,
:,,~7:'o..,
, ~
'/ ". +.
/'. .' '-
:<'<,
l' -,
d
(i
.,,., .
'-. "'-4 "-
'j ...'
LW"":'
\ ~-.J
frY'
/lJ''tl
, d;", Q
~t
<~
".
r ;..~~
'l
.___----L...__L-.....-,~.,....,.L......,._
5' !;1l Sj;
'.J
. ,,,I<l,diftiIlll' ..~
dil'
Figurt..' 2. Delft3D simulation of concentration of Ammonia (NH4) in a large estuarine bay system in South America.
PBS&J
2
Clam Bay Subcommittee June 17. 2010
VIII.3 New Business
11 of 13
Contract 07-4] 53
May 18,2010
SCOPE-Of-WORK
3, Analysis of Results and Final Report of Activities
The results from the study will be summarized in a numerical modeling report. A draft report
will be submitted for County and FDEP review and comments. After comments on the final
report are received, the report will update/modify and five copies of the final report will be
prepared for submittal to the County and FDEP. Report appendices will be delivered in the form
of a CD containing all the electronic data and the rcport in electronic format.
REFERENCES
Balsillie, J.H., and Clark, R.R., 2001. Marine Subaqueous Sand Resources of Florida's Gulf of
Mexico. Special Publication No 48, Florida Geological Survey. Tallahassee.
Benedet, L., Stive, MJ.F., Hartog, W.M., Walstra, DJ.R., van Koningsveld, M., 2006. Relative
Effects of Waves, Wind and Nearshore Bathymetry on Beaeh Nourishment Performance in
SE Florida: A Numerical Modeling Study. 19th Annual Conference on Beach Preservation
Technology, Sarasota, Florida.
Davis, R.A., 1997. Geology of the Florida eoast. In: Randazzo, A.F. and Jones, D.S., (eds.), The
Geology of Florida. Gainesville: University of Florida Press, pp. 155-168
Lesser, G.R., Roelvink, J.A., van Kester, J. and Stelling, G.S., 2004 Development and validation
of a three dimensional model. Coastal Engineering 51, pp. 883-915.
PBS&J, Clam Bay System Data Collection & Analysis, Prepared for Collier County Coastal
Zone Management Department. October 2009.
WLDH (Waterloopkundig Labaratorium I Delft Hydraulics), 2003. Delft3D-FLOW, Simulation
of multi-dimensional hydrodynamic nows and transport phenomena, including
sediments, User manual. WL I Delft Hydraulics, Delft.
SCHEDULE
The above scope is based on an estimated twelve (12) month schedule of participation. The work
assignment may be amended if the schedule is extended beyond the twelve months.
PBS&J will complete weekly updates to County staff on the schedule, task and present budget of
the project. In addition, quarterly progress reports will be prepared that outline projeet expenses
to date and review the budget and schedule.
PBS&J
3
Clam Bay Subcommittee June 17, 2010
VIII-3 New Business
12 of 13
Contract 07-4153
May I K. 2010
SCOPE-Of-WORK
BUDGET
In accordance with Collier County Contract Number 07-4153 "Professional Engineering
Services for Coastal Zone Management Projects" compensation for the above scope of work will
be based as noted below not to exceed the amount listed below without authorization from the
County.
Task 2 - WQ Modeling Analysis
$68,046,00
(Lump Sum)
Total
$68,046.00
II
Ii
;J- '/
/~/V~/" ,--'
v .~ i.~m~_mm '~_.:-:::-~""-
.-.-/.,
/ " ~
May 18,2010
Jeff~~ 1l, Tabar
Project' Director
PBS&J
Date
PBS&J
4
Clam Bay Subcommittee June 17, 2010
VIII-3 New Business
13 of 13
Contract 07-4153
May 18,2010
SCOPE-OF-WORK
PBSJ
ATTACHMENT B-StatementofWork (Budl!et Estimate)
Client: Collier County
Project: Clam Bay Circulation Study - Phase 2
Project No: TBD
Prepared By: JRT
Labor rates will be billed at or below rates established per the agreement number contract # 07 -4153
Note: titre may vary depending upon the task assignment and labor rate assigned
wQ Total Labor
Personnel Classification Hr. Rate Mudel Hours Cost
Sr. Project Manager (JT) $170.(Xl 24 24 $4,080
Principle Ecologist (Dn $160rXI so 80 $t2.800
Engineer III (BF) $115.IXl ]6 t6 $1,840
Coastal Modeler ('I'D) $11O.IXl 40 4() $4,4lXl
Ecologist (A W) $](Xl.m ,Ill 40 $4,IXXl
Field Ecologist (EK) $~5.IXI (I 0 $()
Junior Hydrogeologist (MS) $'l0.m 0 (I $0
Senior Technician (NW) $H5.1XI 411 40 $3,4lXI
Total Hours 240
Labor Cost $30,520
$37,526
$37,526
Reimbursable
Costs
Reimbursable Costs
TaskNo.4a
Sub-Contractors
Total Reimbursables
$37,526
$37,526
Total Project Budget
$68,046
_ $68,046
PBS&J
5
;. ..:r
Clam Bay Subcommittee June 17 2010
4A 1 Document #1 il~~;1NeWBUSiness .
Original Permit
CLAM BAY RESTORATION AND
ANAGEMENTPLAN
I
! I
I
I
I
Presented to
COLLIER COUNTY; PELICAN BAY SERVICES DIVISION
and
WCI COMMUNITIES, L.P.
July 8, 1998
Contents:
USAC E SECTION 404 PERMIT NO. 199602789(IP-CC)
FDEP CON OLIDATED JOINT COASTAL PERMIT, SOVERlGN
SUBMERG D LANDS AUTHORIZATION AND VARIANCE NO.
0128463-001-JC (previously 113049919)
p~
7/~llq1g
0R091017;1
I
I
I
I
I
I
I
.
I
I
I
I
I
I
I
I
I
I
I
. . ,
~
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
2 of 371
In order to inc ase the tidal prism and stability of Clam Pass, excavation of a more
efficient flow ch nnel is proposed between the inlet and Outer Clam Bay. This channel.
which is refere ced as Cut 4, consists of four segments which are shown on Sheet 2
in Figure 4.5.2( ) and (I). The proposed depth for these segments is -4 ft. NGVD. The
widths vary. or Segment 4A, which is to terminate in Outer Clam Ba , a maximum
bottom width 0 30 feet is ro osed. For the short segment 4B, which will carry flow
from the entran e channel to the northerntldal creeks, a maximum bottom width of 20
feet is propose . For Segment 4C, which will carry the entire tidal prism of the system,
a maximum bo om width of 40 feet is proposed. Segment 40 has been included as a
contingency, t be utilized only in the event that access from the Gulf of Mexico is
required for dr ge mobilization. If such access is not required then Section 4D will not
be excavated.
Cuts 48, 4C, a d 40 conform to the existing channels and these cuts will not result in
any encroach ,ent on existing mangroves or seagrasses. The existing channel in the
1
vicinity of Cut 4' is not well defined and the proposed aiignment has been selected to
minimize encro chment on the existing seagrasses. This has resulted in a somewhat
meandering cannel but the changes in the alignment will not create any significant
increase in th hydraulic resistance of the channel. It is estimated that Cut 4A will
impact approxi ately 1/3 acre of seagrasses. This level of encroachment is necessary
to achieve the bjectives of the project.
Spoil from exc vation of Segments 4A 48, 4C and 40 consists of varying mixtures of
sand and orga ic fines. In Cuts 4C and 4D, most of the material is relatively cleen sand.
In Cut 48, the aterial is primarily sand but enough fines are present to give it a light
grayappearante. In Cut 4A, the material varies from a relatively clean sand at the north
end to dark or anic fines at the south end. To accommodate this variation in spoil
quality and re ain consistent with direction received from the FDEP, the orgllmic fines
excavated fro the south end of Cut 4A will be discharged. to a spoil disposal site
located behind the dune line adjacent to the entrance to Clam Bay. See Figure 4.5.2(0)
OR042680;1/FPl
62
0
u
x
w
~
0
Lc. U
0 x
w
~
Lc.
-'
::::l Lc. SOUTH .
0 0 __ BOARDWAlK
Lc.
-'
::::l
0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
. . .
NoY 24, HUiI1 - 10:13:27 O:\OWt'\OI 3\PR07RS7'.dwq
SHEET
Approltrmote
EI"I(hr\lil Poi"t
Approxirnot.
ee9innin~
Point
I
Clam Bay Subcommittee June 17, 2010
VIII.4-a New Business
3 of 371
HEET 2
CLAM
PASS
CUT '48
20ft O<ANHll
100 ft LEHCTl1
.
.
~
XCAVATION PLAN FOR CUTS
3 & 4A THROUGH 4D
PROJECT: CLAM BA Y
APPLICANT PELICAN 8 Y SERVICES DIVISION
WILSON
.
MILLER
TAC NEY AND ASSOC., INC.
C ASTAL ENGINEERING
FOR PERwmlNC
puRPOSES ONly
Figure
4.5.2.(1)
"""",,
""iPR., '997
..
" 7
PU1-79
....
24 01 JIJ
D. T. lACKN(Y
f\A. REG. 2OB53
COWCR
".
'..95
NO'02~080-001-CRPAP
L.IJ.B. 9'11
. ,.
....... 06. ,It' - 15:22:.23 D:\DwC\O OJ\PR07IS25.dwg
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
4of371
I
I
I
I
I
I
SEE NOTE-'
'"
~~
-k
~ O' NCW /
r~T2 7
--
'-alT J
-,3 rt
0' NGVO
20 It J.-
5 It
CU
CUT 2 & :3
......
'Q 0' NG\'ll
40 It
CUT 4A
.~~~f
j s201t ~
CUT 48
'Q O' NOVO
-
J S.lOIt ~
CUT 4C '~
NOTES: .
1. EXISTINC SECTIONS ~ J
VI<Rr. !O' ~ SCALE i
2. SIDE SLOPES 0 ANGLE
or REPOSE (ASSUUEO 30'
0246el~
_AI. ,
YPICAL CUT SECTIONS
PROJECT: CLAM BA Y
APPLICANT: PELICAN BA Y SERVICES DIVISION
WILSON
MItER
"""'"
""iPR. , 99 7
TACK EY AND ASSOC., INC.
CO STAL ENGINEERING
Figure
4.5.2.(i)
D. T. TACKNEY
F\A. MG. 2Oe3
";;':';':',',~"
,......'"'' '"..
. ,'\~ \
\; FLoR~~ \
~=~~-:-__~;:::7=~'1
- -- - . ... --~
A2 - Document #
odified Permit
Department of
nvironmental Protection
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business j
5 of 371 I
l:lwtOll (hil{,~;
Go~el'nUI
M:LfICt'y SlOnellr:111 DO~lgj;JS BUlldl!Jg
3900 COnllllonwc;\\th BOulf.::V:lld
Ta'il;lIIHsec. Flond;) 32399-3000
.".,gll~a e \,\'(.rh ,",',j
~t'(,""::l"r~
I
CERTlFIEO - R TURN RECEIPT REOUESTEH
December 15, Il)l)~
Collier County - elican Bay Services Division
do Brett Moore, . E.
Humiston and M( re Engineers
10661 Airport Ro d N., Suite 14
Naples. Florida 3 109
J,.
N( tlce of Permit Moditication
Pe it No. 0128463-001-JC, Collier County
CI n Ba . Restoration and Lonl!- Term Manal!ement Proiect
Dear Mr.
I
Your request to I odify Ul;S permit has been rCC,eived and reviewed by Department stafrThe
proposed permit ~lOditicat;on is to authorize: (1) an alternative upland spoil dIsposal ar ' for
Cut # I; (2) an intrcase the width (If channel Cut #4 through Clam Pass; and (3) altemat ve
pipeline corrid(lr~ between the dredge euts and the dispoSll1 'lfeas. i
The proposed alt 'rnative disposal area for Cut # I is an upland lmdeveloped building sitb, to the
east of Clam Ila The dredged Illaterial consists of a lugh percentage of fine material and
orgamc matter a d. because the material does not have any deonomic value, purs"'lI1ttCl Rule 18-
21.011(3)\c)2, r A.c:. no sev~rance fees arc required. This ~isposal site was ehos~n to~' void lIse
of the propos~d poil disposal area on the landward side of the beach dune Departm~n stan'
considers the pr posed new disposal area for Cut # I a prctcrred alternative to the previ usly
authori,,,d disp sal area for Cul # I.
Channel Cut #4 through Clam Pass will be widened to improve directional tidal now b!:tw~'en
Clam Bay and t e Gulf of Mexieo Department staff have rl,yiewed the proposed ChaI~e1
widening and d termined that the change to the ~hannel dinlensions is not expected to ave an
adverse effect 0 1 inkt processes and will improve tidal exehange. The proposed dred e cuts for
Cut #4 willnol ~xceed the previously authorized depths of .4 II. NtiVD. !
,
I
The proposed p pehne corridors are located between each channel eut and their assoe~'ted
disposal areas, ld include pipeline placement through manllrove, open water and wet I nd
habitat The p' e1me required liJr the channel dredging wil~ be relatively small, light eight and.
made of a Ilexi le material which will t;:nablc IlKIIHlal plal,;elm~nt, Minimal mangrove; imming
!"",iNt','."....''':i; !-'d'"
Clam Bay Subcommittee June 17. 2010
VIIl-4~a New Business
6 of 371
Notice of permiJ Modification
Collier County :I Pelican Bay Services Division
Permit No. 0128r63-00I-JC
Page 2
will be conducted pursuant to the permit Specific Condition No.7 to enable the contractor to
manually place t* pipeline. The pipeline corridor and any associated trimming will be
designated by thelapproved wetland scientist and veri lied by Department stan:
The anached <!ratings reflect the above modification and shall supercede the associated ,penn it
drawings (sheets l3, 24, 25. and 28).
A fter thorough reyiew the staff has determined that the proposed alteration does not increase the
potential for advetse impact on the coastal system, public beach access seaward of the mean-
high water or nes~ng sea turtles and hatchlings and their habitat. and that the proposed alteration
does not reduce tlje design adequaey of the project. Since the proposed modification is not
expeeted to result In any adverse environmental impact or water quality degradation and is
expected to be of ~nvlronment:'1 benetlt, the pernlit is hcreby modified as requested. By copy of
this letter and the ~naehed drawings, we are notifying all necessary parties of the I
modification(s). i I
This letter of apprpval does not alter the July 6, 2008 expiration date, other Speeific or OFneral
Conditions, or mo\1itoring requirements of the permit. This Idtter and accompanying drar' ings
must be attached tr the original permit.
I I
This pennit is herj',bY modified unless a sufficient petition for a, n administrative, hearing ii' timely
filed under sectio s 120.569 and 120.57, Florida Statutes, as provided below. The proce ures
for petitioning for a hearing are set furth beluw. Mediation lUjder Section 120.573, F.S., 's not
available for this 9roceeding.
, ,
A person whose s~bst:lIltial interests are affeeted by the Department's action may petiti01for an
administrative profceding (hcaring) under scetion, 120.56'1 and 120.57. F.S. Thc petitiO must
contain the inform~.. tion set forth beluw and mu.t be tiled (recllived by the clerk) In thc 0 fice of
General Counsel <fthe Department at 3900 Commonwealth Boulevard, Mail Statiun 35,
Tallahassee, Florida 32399-3000.
Because the adm!~istrative hearing process j. designed to rcdctennine final agency actio~ on the
application, the tilIng of a pel1tlOn lor an administrative hearing may result In further '
modificatiun ofth4.permit or evcn. a denial of the apphcation._ If a sutncielll petition for fn .
administrative heatll1g or request lor an extension of tIme to hie a petitIon IS timely tiled,.,thls
permit modificatio/1 automatically becomes only proposed agency action on theapPlicati~n
subject to the resul, of the administrative review process_ Accordingly, the applicant is a vised
not to eommence donstruction or other activities undcr this permit modification until the
, ,
deadlines nuted below for filing a petition for an administrative hearing or request f'l[ an I
extensIOn of I1me ~as expIred. .
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
7 of 371
Notice of permit~Odilication
Collier County - Pelican Bay Services Division
Permit No, 0128 3-001~'C
Page 3 .
Under rule 62-llq.l06(4), Florida Administrative Code, a person whose substahtial interests are
affected by the Dtjpartment's action may also request an extensIOn of time to lIle a petition for
an adnllmstratlve ~eanng. Thc Department may, for good cause shown, grant the request for an
extension oftime.i Requests lor extension of time must be flied with the Offiee of General
Counsel of the Department at 3900 Commonwealth BuuJevard, Mail Station 35, Tallahassee,
Florida 32399-3()(JO, before the applicable deadline. A timely request for cxten~ion of time shall
toll the rulming of, the time period for filing!l petition until the request is acted upon. If a
request is filed lat~, the Department may still grant it upon a motion by the req~esting pa~y
showing that the fi ilure to file a request for an extension of time before the deallline was 'the
result of excusabl neglect. '
In the event that a \imely and suffieient petition for an administrative hearing is filed. other
persons whose substantial il1lerests will be affected by the outcome of the administrative process
have the right to petition to intervene in the proceeding. Any intervention will be only at the
discretion of the presiding officer upon the filing of a motion in compliance with nile 28.
106.205, F.A.C.
I
In accordance witlj mles 28-106.111 (2) and 62-110.1 06(3)(a)(4), F.A.C'., petitions for an
administrative he~ng by the applicant must be filed within 21 days of reeeipt of this written
notice. Petitions ~Ied by any person~ 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 notic:e, whic:hever ocellrs first.
Under se<;tion 120j60(3), F.S.. however, any person who has asked the Departm~nt for ndtice of
agency action maYI file a petition within 21 days of rec:eipt of such notIce. regardless ofth!l date
of publication. .
,
The petitioner shall mail a copy of the petition to the applicant at the address indicated ab(Jve at
the lime of filing. ifhe failure of any person to tile a petition for an administrati~e hearin.
within the approp ate time period shall constitute a waiver of that person's right to reque't an
administrative det rmination (he.~ring) under sections 120.569 "nd 120.57, F.S. '
i
A petition that dis utes the material facts on which the Department's action is based mustl
contain the followi, g information: ' I
(a)
The name and "ddre" of each agency allccted and each ageney's file or
idcntification number. if known;
The name, address. and telephone number of the petitioner; the n~me, address,
and ite1ephone number of the petitioner's representative, if any, ~hich shal1 be the
, I :
, , ,
(b)
Clam Bay Subcommittee ~une 17, 2010
VIII-4-a New Business '
8 of 371
Notke of Perm t Modification
ColUer County. Pelican Ray Services Division
Permit No, 012' 463-0{JJ~JC
"age 4
I :
a dress for service purposes during the course of the proceeding; tlI1d an :
e~planation of how the petitioner's substantial interests are or *'ill be atl!:cted by
lh~ agenc)' detennination; ,
(c) A!statement of when and how the petitioner received notice orlhe agene~
d~eision;
(d) A:statement of all disputed issues of material fact. If there llre none, theretition
mp5t so indicate; t'
(e) Afconc.ise statement of the ultimate facts alleged, including the specific cts that
th petitioner conten(l~ warrant reversal or modification of the agency's oP<Jsed
ac,ioo; , I:
(I) A Istatement of the specific rules or statutes that thc petitioner contends r~quire
reyersal or modification of the agency's proposed action; and
(g) A ,statement of the relief sought by the petitioner, stating precisely the action that
the petitioner wishes the agency 10 lake with respect to the agency's pro~psed
action, !
A petition that d+S not .dispute the ~laterial facts on which the Department's ~tion is bL
shall state that nOI such tacts are m dIspute and otherwIse shall contum the same infonna~on as
set forth above, a~ required by rule 28-106.301, F.A.C. Under seetions 120.569(2)(c) a d (d),
F.S.. a petition fer' administrative hearing must be dismissed by the ageney ifth e petitiO.. does
not substantially omply with the above requirements or is untimely filed.
,
This action is fill' I and eff~'Ctive on the date filed with the Clerk of the Deparnhent unle . . a
petition is filed i~ accordanee with the above, Upon the timcly filing of a petitlon this 0 er will
not be elfective "htil fllrther order of the Department.
This pemlit modifieation eonstitutes an order of the Department. The applieant has theight to
seek judicial review of the order under section 120.68, F.S., by the filing of a notice of'
under rule 9.11 0 ~f the Florida Rules of Appellate Procedure with the Ck'l'k oCthe Dep
in the Ollice of oFnel'al Counsel, 3900 Commonwealth Boulevard, Mail StatiOll 35, Tal
Florida 32399-3000: and by tiling a eopy ofthe notiee of appeal aceompanied by the ap
filing fees with th~ appropriate district court of appeal. The notice of appealmlust be fil
within 30 days from the date when the linal order is filed with the Clerk of the Deparuntnl. The
applicant, or any party within the meaning of section 373.114< I )(al. F.S., may also seek'
appellate review ~f this order before the Land and Watcr Adjudicatory Commission und r
section 373.114( I , F.S, Requests f{>r review he fore the Land and Water Adjudicatory ,
Commission must he tiled with the Secretary of the Commission and served on the DePfment
within 20 days fr m the date when the tlnal order is tiled with the Clcrk of the Departm t.
! ,I
.. " .
Clam Bay Subcommittee June 17, 2010
VIll-4-a New Business
901371
Notice of I'ermit f' odilication
Collier County - elican Bay Services ()ivlsion
Permit No, 01284 )..{l01-.IC
Page S !
,
i
When there has b~n no publication ofnoticc of ageney action or nollce of proposed agetf,' y
action as prescrib in rule 62-103.150. F.A.C., a person who has actual knowledge oftht
agency action or h s knowledge which would lead a reasonable person to conclude that ~e
Department has taj<en final ageney action, has a duty to make further inquiry within 21 d~ys of
obtaining such kntWledge by contacting the Department to ascertain whe.ther action has
occurred. The De artment shall upon receipt of such an inquiry. if agency action has ocCUrred,
promptly provide hc person with notice as prescribed by rule 62-103.150, f.Ar. The
Department does 110t require notice of this agency action to be published. However, the I,
applieant may ele<jt to publish notice as prescribed in rule 62-103.150, F.A.C., which eOll~titutes
notice to the publif and establishes a time period for submittal of any petition.,
,
If you hllve any questions regarding this maller, please contact me at the letterhead addreSs or by
telephone at (850),487-4471, ext. 123.
I
Sincerely,
~A.-/~
Robert M. Bran:?f~, P.E.
Professional Engineering Administrator
Bureau of Beaches and Coastal Systems
RMBlkjm
cc:
Todd Turrell. TUITcll and ^SS4.lciat~~
Harry (-hlber.. Collier Count~
Ted nrown'fkcrman, SCnlcrtiu, & bdison.l',A,
Michael Po : Coastal Engineering Consultant..
Jon Iglehart DEP. St)uth District Otllcc- Ft. Myers
OEP. Ollice'ol"General Counsel
Chip CIOUg~" U.S. Army Cmp' of Engin..rs
Ma< Hatd,. ,Collier CO\lllty Department of Natur.1 Resources
Kyle Lucas' , Collier Counl)'- PelIcan Hay Services Division
David Guggenheim. Thf..: Conservancy of SW Fl(\ridu
Dan Spma. Suve 1he Bays. AS50l.:i~ltion
Kay Poller. Mangmvl: AClion Group. Inc
IJFP- Burea~1 or Protected Species Management :!i
FIle I I
i FILING AND ACKNOWLEDGMENT I:
FILED, on thiS date, pursuant to Section 120.52. Florida Statutes, with the design4ed
Department Clerk, receipt of whi~h IS hereby aekllowledged.
'.~.~1'.(.' "t,.~'.) ~1,-il'-"". ,:
"(,\.,1. ,~,1", \- J. 'l
Deputy Clerk
7 \
-i
Date
o
o
N
"
ID
C
o
~
ID
ID
'" ~
E ~
E .!:
S ~
~Cll
rJ5 ~ i
~z ~
Cll~R
E!o
G>~
~
...
\)"
...
~
,
~
().,
...
"I'"
""
~
@>
i
~~
~~
g~
~@5
c ~~
w _,~~
-"'V>
:> ~:;;t;
_ Il-_J
UJ r:-O:~
Cj ~ ~~
u.J 0 gg
cc: ".
Vl
Z
o
;::
u
'"
Vl
I ;
I -
Ii
z
:S
"-
I
...J
<(
Vl
:rZZZZ
VlOOOO
Cii=i=i=i=
uuuu
:cUJWLaJ
u Vl vnn
jJ,' J,
is m O:g~
~ a::: a:: 0: a::
..;( UUUU ;Z;
~~~~ ~VlVJ Z~~~~~~ 0
Q>QQ -QQQQQ~~~~ ~
~ ~~ ~~~~~~~W~~W ~
~UZUU ~VlUUUUUU_--- W
1.aJ~~W ~wE~~~~~~>>>> S ,
5= I It>> I I I I I I zz:.zz > I
VlI~~ZZ~~~~~~~:S:S:S:S ~
o OO<<<OOOOOO"-"-"-"-Vl....
a::"'O::O:::...J....JWo::a:::o::r::t:a:a:: ...J
CLUl!tkUUQ..a..lDUUUUOU I I I I <lid
I I Jd I I I I I f I I I I 1 -NIt').........t:iN
.... "0"
__NNI"')"It..,....,...,...,.........,."'lt
........................................................~~~~~~
~~~~~~~~~rr~~~<<~O:::O:::~O:::
~~~~~~~~~~~~~~<<<~~<
UUUUUUUUUUUUOU~...J...J...J=...J
WWLoJWLoJWWWWLaJWWWL&J;,;tJj~~.~:i I
e", C) t:)" C) C)" C) ""CI C)" "00 00.......0 I
CCCOCOOOOOCOO,O~~~~~~
~~~~~~~~~~~~~~~~~~W~
~OQOOOOQOOOCQOQOQCQ~C
~ . . . . . . . .ci~N~~~~~~md~
VlN~.~~~~m__________NN
ele
e 0
"i ..
ns ns
~ .!:!
C~
Me-g
,,*.52 ~
--
ens;::
Q) .!:! E
E ~ ~
:J "tl Q)
(.lOa..
O~co
C_a>>
ME~
<(Q)~
'Ota...E
/'
/
/
....
,,"
'1
-v
I
I
~
~
~
QODWII JJO J1no
-+
o
;;
N
'"
~
C
~
~
~
~
" ~
E ~
E .~
S ~
.o(()
oil .
(;'~ .-
COo/M
~!O
0:;;:
'.
.ll)
..
'GO
01
...
In ! II
II I i I .
Ii , 'I I II
I~! :e~.J0{i
I. lS I
..
C'
o
N
"
~
C
"
,
~
~
" .
- .
E ~
E .~
8 ~
.oal
" .
en ~
~z ..--
al.~
,co
E"f-
C'Il = 0
u>~
i
II I
Ill'
Ilrlll;
IH
'~;l !l1~
,'(J~ ~ t..
- --- [
.
.. ~ i
z ~ .
:! !h I, t
... mil~
: L
~ 0 II
! H
Iii ! II
II Ii IIII
Ilm I i 6 ~~ "! :
, . a
~i
o
o
N
~
~
"
,
.
.
:e ~
E .
E .~
8 ~
DOO
J5 ~
~z ;:::
000",
E'to
l'Il=C"')
U>......
'~
I,'
r ~~ ,
::i, I,
I
I
i
'~
III
.....
.f1J
'co
...
Ii
i !
I i
i5
~h
~ ~ I
~m~ I ;
~ s
-H
iq
Iii
III
. ~'
'~.,;i
. N.
-----+---~
o
o
N
,..:
W
C
"
~
W
W
" .
E ~
E .S:
8 ~
,,'"
0'
~~ ..-
co,?~
g!'O
u>;!:
j
~
l>,.
Ill-
<!l"
.....,
~
~
1
~
~I
"i
1
,.
("
k
~
\s)
x
-..,
......
~
.;
"-
-~
, I
"1'>1
{.I
_~ I
.
---
-
---
---
I
I
--
Ii, I
~\ g i
I zU
::~ S~,
.:~ "iU
,01- tlll!~ I
..."
~ 1; . ~
lIP UI~
I f I
EI
::CP.
I
1
I
I
-'L-<-'.
:,,?t'.~:~~T-;>: :
~:"';~ i",~ .
~4:~ 'i,','
,.."JkJ:s.'
I'}~~~;t
'.. .,...,;-"'
i:~lt:.;_,;:", ..
."'~:r..:l~.,::'-:'
r'\~"'.>":\.
: ":.~~.~~~,,
1 .. .
0
;; I
N
" .
. 'l1 i
c 0
0 x!i
,
.
. )-stt
" w I ,to a! I
- w
E . ~UI
E .S .(Q
8 ~ ...
~al .(Q ".1
~ ~ .CO
~z ~ ... lP
~rol'- I .
.M to-.
E 1 '0
~=1O 1 I q
U>_
~I
1 'I I I I
!~ i i'e., i
I " -\. I
I~ / I\S"
a I f I I
~ I I I I I
b. I I I I I I I
I I . I I I I I
""
\)0
"
;.
1 --- --- ---
I I 1 !<:> I
C> i-e. I~
-..
-\. " ~. "o<l i
I l'" i I
~ I . I .
I I I I I
.t . I I I .
I I
~.:
-1 ---
I I
~ <;) ...
<;) ..... ~
0 ~
I 1 +- ---
\(l
~ "3' I
I
~ I \. I I "
. I
'" ~ I
~ i , i "I
1- i ~.
, ~ . -~ ,
~ , -"<;.'
<::> ~i ~I
'" ~I
I
-- - - -
t.
i
~
,:
o
0;
'"
,:
w
c
o
,
w
w
'" ~
E ~
E .!:
S ~
.oCll
o .
if! w
~Z ......
a:l~M
PO
u>~
,
~,
V
t
I~ ::II ..
_ :c..
~ i~t;
_ CD~ '.
Wt-~~!.'-
I-! -
t.') tl "'lj! .oj!
LU",::io .",
"'u
CC i.. ~
! I
I
I
I' \)
!~
II::!: i
~
I
1-
-
- -
i~' i ~
I ~ . 0\-
J - !I~
! I I I
I I . I I
~I
..'><'
I;)
-I
---
--
--
---
!~ 1.
! l~ i
,
I I ! ~ ' I
I I ... I
I :;: I
_x
..... . ~
. "
-
I i ~ I
i
Ii: I
I I
I I
I
-
...
I;
~ i i
is'''
~~'f I
~d I I
u~~ I I
lP :
I -:
fll
~~
o
"
N
,.:
~
C
o
~
~
~
" -
E 1:l
E ,!;
8 ~
",OJ
J5~
~z~
dl~!;
E"f'O
t3s~
Ii
i
~....- .....
I
I
i
,
I
-----
I'
I!
I
I :
I .
!II Ii
~
,l~ :U I I
.=. d~"1 I
:1- 5 I I
~- " 1_ i
"'! HI
I ~~
J
....
,
li~ I i~ I I Ii ~
jo!- . .~ I. f"'
I I - I I I -
II I I II I I
I I . I I I I
I " I I
"i
h~
I
--- -
1;..
~.
,
.
Ii'"
I ;'j;,'
;..)~,~
I~~~{k ..
-_....;.-_.."p.,.,~----" --.-----
~
n
E ,~
8 w
~
~~~
tk
'1
1
I
I
'i::l.
t-
'(:>
1~
lS"-f:
......
<:l--
--
~ I/)
, 0)
c
- C 'j
;a; .2 co
.......
c~c
CI.l ,- C
E ~ 0
j" .-
"Ot)
02 j
c......
.- ..
I E I/)
~...C
ctCl.lO
"ltO-O
~ .
5 ,~
0- it
~~ '\
~ ~ i !
3i 0 ~ ~ ~
dii i d
il! i ~
o ~ ~ i
~d
~I"
I'
. ..... 1.11
"II'
'.. II
in I , I ,
II i I II i
limlll
i!\l! ' I ~ q~ 0ii i
~~ \ ,,,-, ~ ~ I
Il is
i
It\
~ID!
liii
"i'~
iilt!
nUl
!~!!!!
ilium
mum
iiiiiiiiiiiiiiiiii
iliilliiiii!~~~~~!
~_...~..:=~.~~_P~-
o
;;
N
'"
m
c
o
,
m
m
" ~
E ~
E .50:
8 ~
<>tll
o .
if) m
~z ..-
a:J~~
g~o
u>~
i
.
---
'I
I
I
I
I
~
,
I
I
--
I
I
i
,
1I...cl_..-n 'i
I
I
I
i
i
l
I
I
I
i
~.Ial_
I.
i i I
--- , ..-.....-...,.., , , \llMOJ'~-" ~........-.. ,
I I I
i
,
I I I
II I I I
II
I,
i
c..tI'UIl..-a l...o'lDl-"
I ;
. .
~ H
F
ZU
)-!2~
~:~ i ~
::zo~ i I
:'i I;; l5 B ' ~
u \i~ ,If .
;; i f. !
up.
~d
,\~
...1,
"
o
N
,..:
.
C
o
~
.
.
" ~
"E ~
E ,S
8 ~
.0'"
o .
(f) .
~z ....
(D~~
~ ~ a
u>~
~
1
I
....,o'l8J-"' 'i
I l~
.!
1 ~ ~ i
, ,
, i ~ I
I I I
I I I
~
J_
I
I
I ...-J____
I
I
I
I
.
.1
I
I
I
~.-'-
..-0.....-"> T
I I;
.!
1
I
I
I
--
---
I
c.-d.......- T
(-0.-........ !'i
I
I
-.-
-.-
I ;
. .
~ U
%~
~ov>
~~J, ill
"oiS Ii I
d\:i5 B ~ i
"'.. ~
~ i !
" pi
Hi
E \~a
... "If
...1,
o
o
N
'"
ill
C
o
~
ill
ill
" w
E ~
E .!:;
8 ~
.cell
o ~
iQ'Z .....
col}l~
~;% a
U>N
I
!....o.___ ; --- ,
I I;
I!
i II
I !
!
I I
i i
i l
I I '
I
~._- ... '!DO __
I
I
.,.:1'--
, I
I;
.!
ill
!
I
~ i
i l
I I
--- , ---
I
I ;
. "
~ U
"
,.~~ I'
~~J, i · ~
"o~ i i I
d~~ B ~ ~
"'.. fi
'5 i d
'-' pi
HI
Et~
... "If
...1\
0 I ;
;;
N . ,
'" n
::: %
0
w i=
c %::\
0
, )>:9lf)
w ~~J, I ~
w
" . ,"0'" i
E [l l1B5 P I
E .!:
8 ~ "'..
~<Il '5 i d
o .
if) w up i
i;'z T"""
<Il~~
,M ,d
~~o
u:;;gj Ef
I I I I' I X 151
. i~ji
I! I!
I -! Ii
I ! "
I I I I
, I I I
~ ~ ~ 1
, , , ,
I I I
c...o__'i ....'...- -. -' - -'
I I I
,
I I!
1 ! 1
1 I I 1 I
I .
I I I I I
1 ~ ~
, , ,
I I I
1JIMoC'IlIIl--- T 0.-:.0_-" 'i c...o'~-- ,
l! I I I
I'
I!
1
I , "
I
I I
i ~ ~
, , ,
! ! ! I
--- c...c',gw--. ~.IDO....n> 'I' -.-
o
;;
N
,..:
w
c
o
~
w
w
= ~
- ~
E w
E .!:
8 ~
,,'"
o .
<f) w
~z .--
"'""
,M
E"~
ro == 0
u5~
'"
'"
~'"
"",
"'0
"'"
'"
"'...
~'"
!~i n I
~5i51 d
"",
z" i
2~ i 1
!<'"
~.Id I _ i
~ HI
EI~
I.il
:elf
i ;
. .
H
'I I
. I I
I!
I i i i i
I I I I -I
1 -, -, !
I I I -I I
~
,
~ ~
1 1
I .. III
~'mI_ i .....dlI~ ..........-"
L
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
.
Clam Bay Subcommittee Ju.ne.17, 201-0--
VIlI-4-a New Business
24 of 371
4A5 - Document #5
2007 Dredging
2007 CLAM PASS MAINTENANCE DREDGING
POST CONSTRUCTION SUMMARY
DEP FILE: 0128463-001-.JC
COE FILE: 199602789 (IP-CC)
Prepa~ for:
COLLIER COUNTY
Prepared by:
HUMISTON & MOORE ENGINEERS
PROJECT 11-049
MAY 2007
5679 STRAND COURT
NAPLES, FL 34110
HUMISTON & MOORE
ENGINEERS
COASTAL
ENGINEERING DESIGN
AND PERMITTING
FAX,239-594-J025
PHONE: 239-594-21021
......... ..... . ..
~' ~..~.
I
I 8
6
I ~ 4
~ 2 WNW ,.,....,
Ii w.wr...ll..I"\
I 1f_2
z
2-4
=<
I ~-6
w
-8
-1
I NORTH
-12
-400 -350
I
I
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
25 of 371
sr... 0+00
0QlGIIl CVl (-0.0' MCWO
r-'-'- - ,'-'-'
--~-f---------~
t
J
t
I
_ ...J
60.0'
SOUTH
- 00 -250 -200 -150 -100 - 0
DISTANCE FRO" SA-SEUNE (fEET)
STA 0+25
r-'-"","- -','- -.
I ~-~--~~----r-~-----:~
J
I
J
I
NORTH
SOUTH
-12
-""0
-50
-300 -2~O -200 -150 -100
DISTANCE FROW BASEUNE (FEET)
- 0
6
S1A 0+50
Q' 4
>
~ 2
~
Ii 0
w
~-2
z
~-4
..
~-.
w
DOlIN CUT (-J.lI' HCMI)
60,0'
-8
-1
NORTH
SOUTH
-12
-""0
-50
-300 -250 -200 -150 -fOO
DISTANCE FROW BASELINE (FEET)
-50
,....
C-> ~ -..:nD....-...u, _. -. Ie. _ __ 110 1IIln.
- c.-r) awm' C8IllU:la ., ~ .... . ...... IIllL OM ..... _.
-,~..'- ~1UIIIIY~"IlIM_"''''mnlMOlIllPU1Q.
- ~IUlMTCllIGlCftIl ".............."
l"iM
HUMISTON
& MOORE
ENGINEER
ALE:
FIGURE: C 1
5679 STRAND COURT, UNIT 110
NAPLES. Fl 341 10
FAX: 941 594 2025
N PHONE: 941 594 2021
(O.O,Sl.I..
H,'-",.UMIN(.I)Bl;N
A/~C POl\llll'foICo
I
I
I
I
I
I
I
I
-
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
26 of 371
8
~
'"
z
~
STA O+7~
_h.,Y"l
...~,t~t~
\-..
I
I .
. --=--::-f ,=--~__~:c -1-:::: =-:
I
I
r
,
t;;
~-2
z
~-..
'"
~-8
-8
DOllIN CUT (-uI' MiW)
-,
NORTH
SOUTH
-'2
-400
00 -250 -200 -'SO -'00
DISTANCE FROM BASELINE (rEET)
- 0
STA 1 +00
0"
>
! 2
t;; 0
...
"- -2
z
g-4
'"
~-
...
.....'.'..1
....(.........."'1
, "
I ,
I ,
I I
. =-='j----'=-=j. ..-----.--
I I
I I
I
I
CIDIClNCUT(-5.5'NOW)_ I y
'"
80.0' - 60.0'
-,
NORTH
SOUTH
-'2
-<00
-3S0
-300 -250 -200 -150 -100
DISTANCE fRON BASEUNE (fEET)
-50
o
.
~4
~ 2
t;;
~-2
z
2-4
~
>
~-8
...
-8
-,
STA t +2S
,
I
I
I I
. -,o'~---r'''''''':_::--::-=1-
I I
I
....'.IU.'
...t.o-ll..&I"I
,t'
60.0'
DE.'SICIrl CVT (-u' NOYO)
NORTH
SOUTH
-'2
-400
-SO
-300 -250 -200 -150 -100
DISTANCE fRON BAS(LINE (FEET)
- 0
(I'll) ...,. __.., ....... -.ul .II ..... ... CIIl' ...., 1a. ....,.
- (PWI)IUIWIYCGJlI:UC1IO"~.............llllL ClN-......,.
--.-- l'-8) -..rJ -.m:u WI' _ ,.. . WIG ..,.,... lXM'lDa
- ~ IIlI'llT GlIDll:D IT MMf 011 ..,. Do 1lllI'P.
I~M
HUMISTON
& MOORE
ENGINEER
CLAM BAY CROSS SECTION CUT 4
FOR: C WER 0 NTY
DA TE:Oll : WORK F
JOBFILE:l' -048 DATUM: NGVD FIGURE: C2
5679 STRAND COURT, UNIT 110
NAPLES. F'L 34110
FAX: 941 594 2025
N PHONE: 941 59. 2021
{OAsr..,
U;GINl:lRl~GDt-\r,1i
"'''ll Pl~'-Illl''''G
I
I
I
I
I
I
-
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
27 of 371
6 STA '+:10
C 4
! T
2 WloIWl.I..H'\ " I ~ ~--
8 0 Yl.(...~I"I ~-~-r-
-:;;-:. ...,.
,
"-2
z
9_<4-
~
~-6
...
-6
-,
NORTH SOUTH
-12
-400 -3:10 - 00 -2~0 .,.200 -1:10 -'00 - 0 0
DISTANCE FROW aASEUNE (FEET)
STA 1+75
C 4
>
'" 2
~
/
/
-,.,.',
lAW (oWl"'I"
I:i 0
...
"-2
z
Q-4
!<
~-
...
DQIlIIlCU1'(-U'IG'ftl)
.t'
60.0'
-,
NORTH
SOUTH
-12
-400
- 0
-250 -200 -150 -'00
DISTANCE FROW BASEUNE (FEET)
6
ST... 2+00
C 4
>
li! 2
~
MHWr.f.IU')
wa.w {+Ill.oil"!
I:i 0
...
.. -2
z
Q-4
!<
~-6
...
-8
-1
DDlllMCU1'(-a..5'IIIlM))_
NORTH
SOUTH
-12
-400
- ~O
-300 -250 -200 -1~ -100
DISTANCE FROW BASEUNE (FEET)
-50
(NIJ 1I.WfIT~'" ~ __........ lit. llIl -..n 11, 1007.
- ~-..mo_"'''''''''''.'''''''''lIC..'''''''IOO7.
---"-- ~ aMIY' -..na .... ~ IIIe .. .... mTlOlil -.tD.
- ..-w) IIII'P -.:fU., HIlIIl .. _11. _.
'I~M
CLAM BAY CROSS SECTION CUT 4
ER COUNTY
5679 STRAND COURT. UNIT 110
NAPLES, fL 34110
FAX: 9.' 594 2025
PHONE; 941 594 2021
CALE: SHOWN
FIGURE: C3
co..sroll(
lNGINU~INC;OUG'"
AIlOPU"'1I1I;G
Clam Bay Subcommittee ~une 17, 2010
VIlI-4-a New Business
28 of 371
I
I 8
6
I ~ .
e 2 ~(...tH'\
t5 liIL. (...lLIt"}
I '"
.. -,
z
g-2
~
I ~-3
'"
-.
I NORTH
-6
-.00 -350
I 6
~ .
I '" 2
3 IllNw (...tM"
I:i ..../...a..t"l
I 1:'-2
z
8-4
..
~-6
'"
-10
NORTH
-12
-400
8
~ .
c
>
'" 2
e
STA 2+37.5
Ill'IIlItl CUT (-1.1' MO'IO)
SOUTH
-300 -2~0 -200 -150 -, 00 _ 0
OISTANCE FRO'" BASELINE (FEET)
STA 3+00
-'- -'-'- -
,
- 't,
55.3' -P- 60.0'
~ CUT (-5.11' NtW)
SOUTH
-250 -200 -150 -100 - 0
OISTANCE FRO", BASELINE (fEET)
STA 5+64.5
l:lE!Ic* CUT' (-5.5' NCYO)
30.0' --i
- - - -.- -.- -'- -
NORTH
600' /-
SOUTH
-1
-
50
FRO'" BASELINE (FEET)
(M) ~ Cl:lIlIJUlm;lll'l'IIIMIU,...... &-... mllNINIIIIf 11o.-a7.
- (JOOI1'l1UlWlT~"""'_&"""IllC.OII""""_,
--..- (NOIIaI) JUMIQ oaaurna I'l' .. .... D, 'MIDI If A"" 00lIIJUn:D.
- ~ISlIVI'ICGaII:IU.,.....CINIWIlII..._.
-12
-200
-'50
-100
2 0
I~M
HUMISTON
& MOOH.E
ENGINEER
SCALE: SHOWN
FIGURE: C4
5679 STRANO COURT, UNIT "0
NAPLES, fL 34110
FAX: 941 594 2025
PHONE; 941 594 2021
COAS'AL
tt'C."'UR'NGU[~c;N
ANO ~~a'-lm'NG
I
I
i I
0' ·
~ 2
~
I
I
I
~ .
32
I;i 0
~-2
z
8-04-
~-
-8
-
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
29 of 371
B
B
ST,;. 4+10
I;i
w
"'-2
z
Q-4
~
ij-6
w
-8
-,
WNW r., 2A"l
..... (...cl..&l"'l
"-'~--"''''
--'~:+-~f~;~-
,yj
NORTH
SOUTH
-'2
-200
-,'"
-100
- 0 .50
DISTANCE FRO~ BASELINE (FEET)
'DO
o 200
8
6
S1.4 4+60
_r.,u"l
YLW t.IL.''''I
-10
"
,,,
,
DtSlllIl CUT (_U' MCM) "'~-"" _ _...:~ ,tv
'" +-f .;, ~
SOUTH
NORTH
-12
-200
2 0
-,so
-100
- 0 SO
OISTAllCE FRO~ BASELINE (FEET)
8
6
STA 5+10
I:
I;i
w
... -2
i!j
,,-.
<C
ij-6
w
WNW (., :ra"l
.... (+4.&1"1
OISlGNCUT(-4.l'MlMl)_L_
"'4
2 0
-8
-,
SOUTH
NORTH
-12
-200
-"0
-100
-0 '"
DISTANCE FRO~ BASELINE (FEET)
~ 1W'IlT ~ " ..... .... ill -... IIIC. ......, 110 D1,
- (JIWT}......COIllIUCftDIW~_........................,..
---- ~.-rr~ftllMl"IIl._"mcIIIl:IlIWUIDo
- ~1UMf~"NIM.IIMCl4D.IIllIF.
~. . HUMISTON
i .' & MOORE
.... . . ' ENGINEEK
. ". .' (04S14l
..~iMi'"'",,"'''~'''
"'NO ~EUJI1T'tI(.
CUT 4
5679 STRAND COURT, UNIT 110
NAPLES. FL 304110
FAX; 941 594 2025
PHONE: 941 594 2021
.
.
.
I
I
I
I
I
I
I
I
I
'"'-
8
6
~ .
! 2
-1
-12
-200 -150
8
6
'[ .
~ 2
tf
'"
"--2
z
S-4
<
~-6
'"
-8
-1
NORTH
-12
-200
Q' 6
>
! .
t;i 2 WNW 1...,.."1
~ YIWr+ft.ol1"1
z
~-2
<
~-.
'"
-6
NORTH
-1
-200
ST4 ~+60
... I.' ,..,
""'W 1+0.41"1
NORTH
-100 - 0 !lO
OISTANCE FROW BASEUNE (FEET)
Sf A 6+10
_r...'m"l
Yl.W 1__&1"1
Clam Bay Subcommittee June 17, 2010
Vllt-4-a New Business
30 of 371
-.- -.- -.- _.
SOUTH
2 0
,i -'-'-'-'- -'- -,
1
0BlDM an (-4.1" NaW)_ L_
319.--J -
4.1'
-'50
-100 - 0 50
DISTANCE FROW BASELINE (FEET)
sr... 15+60
SOUTH
'-'-'-'- -'-'- -
-1~O
-100 -50 0 50
DISTANCE FROW BASEUNE (FEET)
(N)....,.~ "'''''''''''.--'1IIl. 0Il_1a.~.
- (Ml]aIM'Y'_..MIIllU,...........-.IM:.IIlI",......,.
~
HUMIST()N
& MOORE
ENGINEER
(O.STAl
EtoGlrlElIllNGO(S(.N
ANDPEU"'lIlll~
SOUTH
2 0
CUT 4
5679 STRAND COURT. UMIT 110
NAPLES, fL 34110
FAX: 941 59.4 2025
PHONE: 9-4' 594 2021
I
I
I
,
I
I
I
I
I
I
I
I
I
I
I
I
-
'Q 6
1'; .
~
t;i ~ MHw r.,7."
w WlAtt.D..AI"l
.. 0
z
Q-2
~
~-.
w
-6
NORTH
-1
-200 -150
8
~
"
1';
~
t:i .....(.1..,
~ .....t..lU.l...
z
8-2
'"
~-.
w
-6
-8
WEST
-1
-200
~
"
1';
z
~
STA 7+10
Clam Bay Subcommittee June 17, 2010
VIIl-4~a New Business
31 of 371
.-,-.-"- -'-'-'-
-100 -50 :w
OISTANCE FRaN BASEUNE (FEET)
5TA 7+50
NO OREOGING
T
-150
ti - '.ta"
L...l Wi. (",o.~l"l
.. 0
z
8-2
'"
~-.
w
-8
WEST
-1
-200
-150
-'00 SO
OISTANCE FRaN BASEUNE (FEET)
STA 8+00
-100 -50 50 1 0
OISTANCE FRON BASEUNE (FEET)
()M)...,.~... MIIIIU, ___a -... _ __''-~.
- (PWT)a.ft'tQlllDUC1U"........... --,lC. .__n.ID07.
~-!M
HUMISTON
& MOOnE
ENGINEER
(OA,IAL
l"G",ttRltlCDl\GN
AllllItJl.llll:tK.
CLAllI BAY CROSS SECTION CUT 4
fOR: COWER COUNTY
T:527fl" f
JOB fILE:B-042 DATUM: NGVD
SCALE: SHOWN
fiGURE: C7
SOUTH
o 200
EAST
2 0
EAST
150
200
5679 STRANO COURT
NAPLES, FL 34109
FAX: 941 594 2025
PHONE: 941 594 2021
I
I
I
I
I
I
I
I
I
-
B
ST A 8+50
C' 6
i;
3 ·
_1.1211"1
IIllWr~.I"l
WEST
-I
-200 -150
-100 - 0 50
DISTANCE fROW BASELINE (fEET)
B
51A 9+00
C'
:>
li1
~
ti WNw {.I.28'"I
~ w.. (..a.1'1
z
g-2
'"
~-.
~
-6
WEST
-I
-200
-150
-100 -50 0 SO
DISTANCE fROW BASEUNE (fEET)
B
~ 6
'"
z .
~
g 2 WiN 1+1..21"1
....r<t4.41.\
STI! 9+50
WEST
60.8'
-.
I
,
I
I
J'"
-I
-200
-150
-100 50
DISTANCE FllOW BASELINE (fEET)
(N13tu1M'l'CIIlHUCMl...~.... .1IIUIlllMC,.11IC.0ll JI/I/1NIIIf '''' '11I1II1.
- (..-)UM:T-.amrr...-u._.........IlC...............".
I~'
';), . I
.. ,I ."
HUMISTON
&' M(X)RIl
ENGINEER,
CLAM BAY CROSS SECTION CUT 4
FOR: COWER COUNTY
TE'05 0 7 FI' K F
JOB FILE:8-042 DATUM: NGVD
COH:.l
LNC,I"LtIlIIiGPLSGIi
AlIOPll~"l'NG
SCALE: HO
FIGURE: C8
Clam Bay Subcommittee June 17.2010
VIII-4-a New Business
32 of 371
!fa.S-
EAST
2 0
EAST
2 0
EAST
2 0
5679 STRANO COURT
NAPLES. fL 3<4109
FAX: 9<41 594 2025
PHONE: 941 594 2021
I
I
I
I
I
I
I
I
I
I
I
I
I
I
l:
~
,
i
-
.,
~
z
~
WIll ,..,..,
WLllfI+ilL.a.,'\
WEST
_'.In"'!
lilt. {+ilL.,",
NORTH
_'..tu",
....t.cLlll"l
NOllTH
..~.-
Clam Bay Subcommittee June 17. 2010
VIIl-4-a New Business
33 of 371
51... 10+00
+-r-
I
I
! I
DaQI CUT (-4.0" 1IlWD) L___ _ "- .I _J ~y
I I ... I"
43.0' --r------r--1;3,;:O. '-4
!
I /<'-
-1'0
g
z
2_2
!:;;
~-4
~
-8
-t
-200
., 4
>
~ 2
~
~
~-2
z
g-4
..
~-8
...
-1
-200
8
~ 4
32
~
~
.. -2
z
~-4
..
~-8
~
-8
-1
-200
-100
'0
DISTANCE FRO~ BASEUNE (FEET)
51" 10+19
'-(1-
il
/.
;'
~150
-100 50
OlSTANCE r.o~ BASELINE (rEET)
sr... 10+50
-1~O
-100 ~O 100
DISTANCE fRO" BASEUNE (FEET)
{..;l aIM'I' _ ... -... _ . ....... .. .. .IIINlIMJ IL ~.
- (l'QIr) MIlT taII.ICnD Ir -... __. -._ 01..,........
~
nrr ~.I
HUMISTON
iii M(X)RE
ENGINEER
CO.l.Sl.l
Et.(jlNURINl;iOUGN
AItOnu.,uWNG
EAST
2 0
1'1). ,
SOUTH
2 0
SOUTH
20
5679 STRAND COURT
NAPLES, fL 34109
FAX: 941 594 2025
PHONE: 941 594 2021
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
34 of 371
8
STA 11+00
S 4
>
li1 2
~
_t...,D"'I
"'.'_.,"1
I:i
~-2
z
2-4
~
'j-6
...
NORTH
SOUTH
-1
-200 -150
-100 50
OISTANCE rROIl BASELINE (rEET)
20
8
STA 11+50
6
S 4
~ 2
~
lIHWt...lit'-'
lIL. (...o...t,'\
ti
t: -2
z
g-4
..
~-6
...
-8
IlEI*rl cur (~<t.O' MlMl)
49.6'
i
\?\'
NORTH
SOUTH
-,
-200
-l~O
-100
50
rROIl BASELINE (rEET)
o
2 0
8
STA 12+00
~
c
>
'"
3
WHIr '+1 JI"
WUlIr...o.,'l
2 0
-'1-'
I
I
I
\~~~
NORTH
SOUTH
-1
-200
-'50
-100
50
rHOIl BASELINE (rEET)
o
(P'II)Il.IlWI"GlIIIIUC1ID.,MNlIU,...... ~1IlC.0II JAlIIIM'l' 11,"',
- (Nr)"'" ~ " AlIILI. u..- II ...... lie. OM AMI. ... .-"
IHM
CO.~lAl
Ei'j("Nl-lIllNG Il~S GH
,t.NDPUIoI"UN(;
5679 STRAND COURT
NAPLES, fl 34109
FAX: 941 594 2025
PHONE: 941 594 2021
HUMIS'f()N
& MOORE
ENGINElm,
CALE: SHOWN
FIGURE: C 1 0
I
I
J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-
8
STA 12+50
~ 4
<:> 2
3.
_'+1.D"l
....1_"."
ti
...
~-2
z
g-4
-<
~-
...
-8
,_._._"_.- .
(
/.
I
,
0DlGN eUT (-4.0' HG'I'O)_~____
55.4' ~ .
'I~
: ~ 51.4'
NORTH
-1
-200
-150
-100
~
DISTANCE FROW BASEUNE (FEET)
8
8
Sf A 13+00
0'
>
<:> 2
3.
_'+ID"'I
.... t..a"l'l
NO DREDGING
ti
...
~-2
z
Q-...
!;(
~-
...
T
I
I
NORTH
-1
-200
-'50
-'00 - 0 50
DISTANCE FROW BASELINE (FEET)
8
STA 13+50
0' 4
~
3. 2
..:
...
...
~-2
z
~-4
-<
~-
...
WNW '+1.211"1
~.(~I"l
NO DREDGING
T
I
I
NORTH
-,
-200
-150
-100 - 0 50
DISTANCE FROW BASEUNE (FEET)
(PIK) :awm' ClIIIDIIC1ID no ~ __ . ....... IIIC. OM _ 11. ~.
- (1'Ofl')..... -.am II' ........ ..... --. II:, ClIl ... 21. Dl7.
I~fl
HUMISTON
& MOORE
ENGINEER
CLAM SAY CROSS SECTION CUT 4
fOR: CO ER COUNTY
OAT '0 0 0 I:
JOB fILE:S-D42 DATUM:
(0...S1....
It<C,lrJlIM,Nc. r;>l~ <if!
Mto nU..IIl'.NC,
CALE: SHOWN
fiGURE: C 11
Clam Bay Subcommittee lme 17,
VIII~4-a New Business I
35 of 371
,
SOUTH
2 0
SOUTH
2 0
SOUTH
2 0
5679 STRAND COURT
NAPLES, fL 34109
fAX: 941 594 2025
PHONE: 9<41 594 2021
2010
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-
(NI)""""'ClIIIIDUlmD..AIIIOlIr,.,....--...../MIIAI'I"..IIO'l'.
- (PtWl)...,~IYMlllILI._.-...CIt.........IOOJ'.
I
IJiM
J
0'
>
"
3
....'...IU"l
wur (+041'"
c
"'
~-2
z
g-4
'"
~-6
"'
-8
NORTH
-1
-200 -150
0' 4
>
! 2
lllNf/.12I"1
Ill. (-..1'\
c
"'
~-2
z
~-4
'"
~-6
"'
-8
NORTH
-,
-200
-'50
8
6
0' 4
>
~ 2
~
111M t+I..d'l
YIJ (.......'.1
C
~-2
z
g-4
'"
~-
"'
-8
EAST
-,
-200
-1S0
S1A 14+00
NO DREDGING
r-
I
I
-100 - 0 50
DISTANCE rROW SASEUNE (rEEf)
ST.6. 14+19
NO DREDGING
r
I
I
-100 0 ~o
DISTANCE rROW SASEUNE (rEET)
Sf A 15+00
NO OREDGING
r
I
I
-100
Clam Bay Subcommittee June 17, 2010
VItI-4-a New Business
36 of 371
SOUTH
11U~IISTON
1:1 MOORE
ENGINEER
CO,lSTJlL
~M;'NHHINGPE5liN
.NO'UMn"".G
50
rROW SASEUNE (rEEf)
SOUTH
150
2 0
WESl
2 0
5679 STRAND COURT
NAPLES, FL 34109
FAX: 941 594 2025
PHONE: 941 594 2021;
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-
(PW:)""'~ II' -... __. -. IE. 0It JMMIIIr 11."'.
- (PGa1"""" lXIMIIUllID If MIaI, ... a IUIIDML lIIC. .. ...... .. a7.
0' ·
>
!;1 2
~
0' ·
>
! 2
t;;
~-2
z
Q-4
~
;-6
w
-6
10
e
6
0' ·
>
! 2
Ii
w
~-2
z
g-4
..
;-6
w
AilNIl' '.'21"1
WL.-(.a..,'"l
ST" 1~+50
IXSlllN CVT (-"0' NCMl)
15.5' -~
I
181.3'
,.
-6
EAST
-100 - 0 0 50 1 0
DISTANCE FRQIj BASEUNE (FEET)
STA 16+00
~..:,.""~
I
-,
-200 -'50
6
6
t2
z
g-4
..
;-6
w
-6
_(.,11I"'1
IIILwt..ILU'l
_________J IIV
179'6'~'"
-150
EAST
-10
-200
e
6
....,.,."
.... (.11.41'1
EAST
-,
-200 -150
-'DO
50
DISTANCE FRON 6ASEUNE (FEET)
srA 16+50
_.,.~_.-.-=
I
-- --- - Jt,
1606' --f
DDIGII CUT (-"-0' lrllM)
30.8' --I
-'00
50
FRQIj BASEUNE (FEET)
I
I.\i'.i:-'M.'....
,: . r., .
. I
c O~~ IA\
lhG,'lUKINGOHGN
ArICP[i'-lIl]IN::'
CUT 4
SCALE: SHOWN
FIGURE: C13
Clam Bay Subcommittee June 17, 2010
Vtll-4-a New Business
37 of 371
-------,
________J ~v
I'"
.
I ~" ' ~
WEST
'50 20
I~t
WEST
2 0
WEST
200
5679 STRANO COURT
NAPLES, FL 34109
fAX: 941 594 2025
PHONE: 941 594 2021
Clam Bay Subcommittee June 17. 2010
VIII.4-a New Business
38 of 371
I
I
51A 11+00
8
6
I
0' 4
i;
~ 2
ti
...
"'-2
%
2-4
!:<
~-
...
-6
_,.,u"\
..... '+ILlI"\
I
,'- -.'.....,.".
\
\
I
EAST
WEST
I
-1
-200 -150
-100
so
fROW BASELINE (fEET)
2 0
I
STA 17+50
6
6
I
~ 4
12
ti
...
... -2
%
Q-4
!:<
~-6
-'
...
-6
.....r...'I."
..... (.llAI'\
;/
--=(~..~:;-J
429' -1---t+ 35.5'
I
lct-:-t
I
EAST
WEST
I
-1
-200
-150
-100
- 0 ~o
OISTANCE fROW BASELINE (fEET)
1 0
150 2 0
I
STA 18+00
6
6
I
0'4
~ 2
~
_r.,Ia')
YLW (.D..&I"I
ti
...
... -2
%
g-4
~
~-6
...
-6
I
I
EAST
WEST
-1
-200
I
I
-ISO
-100 - 0 SO
0151 ANeE FROW BASELINE (FEET)
2 0
-
(l'M)1UIWa~lfilllllOU. _. ...........__ IL 1107.
- O'OIIJIIlM'YCDleJllnIlIf.............~NC..~...IlII7.
HUMISTON
& MOORE
ENGINEER,
CLAM BAY CROSS SECTION CUT 4
FOR, COWER COUNTY
: 5 02 07 FI : W RK FllX SCALE: SHOWN
JOB F1L.E:8-042 DATUM: NOVO FIGURE, Cl4
IHM
5679 STRANO COURT
NAPLES, FL 34109
fAX: 941 594 2025
PHONE: 941. 594 2021
I
k,
(OASJA,l
u.1;".UKII<GOLSGll
AIIOI'UMIlT:folG
D
D
N
;::
.
C
o
~
.
.
" .
- .
E .
E .5;;
8 ~
.orn
o .
<n.
~z ~
~'?~
E..-
, 0
~=Ol
'-'>'"
CD
*~
~CG
Q) E
E E
::s ::s
gcn
CQ)
It>>
CD"C
<C~
~C
u
"7
~~
25 25 ~ u
~Mg~cri
.~ ~ .(
..;~
~
o
o
a:J
o
>0
00
Z o.
- ~
.oN
"i
U
N -,
0'
O~
.N~ g_
, 0... U_O-e;
... ell ~ a:J en "1:lil
... "...
o ffi,~
U; J!'I"""
._ 10
:I:
~ u \
~ffi ~l ~ i ~I 0
~ Q) O. _ 06 () CD 0
C~ '\O('?CI) g Zo
<'{<i'
~
E ~11.cU'lcn-(I)-r.n"C
co,! CU...~....OI/l'OCll t>>
~ C'l:l .c "0 ::J C.c: C'Gl.c: ro
...., 0 E1s: (,) '" _0..\_ 0.. 'tl
::l ;> 'tll !i; g g e
1='g~Ia\~ ~ 0,
.- ;l 'tl <I'J - - "'I
E'-~"CCQ ca 'E
ii>Eo~5 :5 It
Q..G.l .g"C 0. >
Q.. .- G,l u
23: c :c
O'tl 'tl ::l
14> G> U
... '" '"
_'tl 'tl
::l '" '"
Uc 0
s; .o\
0N
~ ~~I
l.{) '1"""1
"'
, I
\
!
J: I '.
H o. 0 0 0,0 0 0 ",0 0 0 0 ~ ~ u~.~." il il... il ili~ ~ ~~.~.~. ~ ~ ~I~. 222. 2 ~ 2"
1-":' _ _ _.
il 8@~R~~~~~~R2~~~S~@~~~~~i~~2&ig~gRg~~8$~~i~
-t~;;;;;;;;;II;I;iilli~I~I~III~I~~il~I~;i~lli
J g ~ :il :il :il R iJ a<: ~ @ /;; ~ ~ ~ FJ g ~ i 2 i @ e ,11 ~ g is $ fa R f,1 &J: ;j' 8 ~ ~ ~;;;> 8 B g i 1'l
ill~lll~iil;;III~ii~i;II;~II~~i~llll~fliIJtl
JS8~~~8~~~8~8i;;>S~@~S~~8~8~8~~~~~~~~8~8~~~~~8
~3~60!!::~~~~JJ~~~~~~~~J~~~~==~~~~~~0~~~~~~
"
~~{%
g % I
~ \h
~
~H~ "oIl
'r. I g
I. ~ 'I~r."
i!Jl'tln ~Jiflfl
~II''''I "!!\!!ill
11oUil' /I'
~~p.~
&P.I ilnald
~
~;~:'... '.':
-; is
~ "
~
~ " ~
~c U " ,
c ~ ~~
.~ ~
0 " ~ ,
~~ F 8 i8
ow ~ ~ ,
ffi< u.
,9 ~ , .~
.. 0 is"
0 ,
,,0: , F5
is " ~.
~,J <
" ,
g~ < ~ ~
, ",
g ~o
vi ~ ,
~~ , ~=
I" ,~ ~ . ,>>
0 w" ~ ~ ~~
Z ~" ~
~~ ~~
~. lli", i' .:li..:
"'~ ~N o~ 0
, ~~ "'g ~~
,~ ~" ~o
.:~ ~3. uw
~~ .N ~~ g~
"" <. ~8 ~8
." ~~ "~ .
<0 o. ~a
,< F, ~~
L_~~ 00
~i! 0" o.
~~ ~o ~~
0'
'-<1
I,ll, ~
~
I 0
:IIIW
o
~
~
..:.
,~.
~;
~
!: ~
~Iw ~ :I!
Ul r !~
"ll ~ ,; ~
Mil ~ ~ ~
~il ! L *
" t
.
L
,
I
Ii'
I!!
I,'
~j;
11
H~
i".i
Iii
jJ.
1:1
III
..._-~'"::
AJewwns 6u!6paJO Jsed
SA UO!Je:mddv JuaJJn:>
/.# Juawn:>OO - l V17
w 1<1
~
0 1\1 I,
w z
w ., ~
t::g ~ ~ ~
::;!~ w 1
~ ~
-'+ 0 ~z : 11111 ~
~;:j: 0 ~o
~ <F
,,' ~ I<
~,
0'" W
< ~0
Vl...J w g~
~~ ~
0 ~~
W
"'"- U 0
~O '\ uw
0; Il .l..I..Ig
0 I" wBSlJ.'
'" rnl"'w~
0. 0 ::::J~9:
0. 2
'" $t5CL~
Vi~g~
~~~i'5
~ o~
I":J
~G:
-..
~O
"',..
0.-
0.'"
",,::0
OJD
o.(l'
'3""
",'"
o
..2
0""
-'
OJ
o
,..
wwg5
c;l~O
O..Jtr
OJOJ",
",0.0
IU
.:.~,..>'~\ '-.;:';':
,;t:,~~i .:!.~. ~~~;P' ir
;~.;._.'.~~'t:~-,
'-!~x.:!'i'~~'" ,'. tif~
,"':"./":'~ .
:t:~.~, '\~'
,'~ . .... . .
;.;;.'.....''-'' ":":r.>t
i.&~~;~(;:J;i
i~'"' :.; ,; .
~,
.
"
-
N
o
u
X
w
:::;
LL
o
LL
...J
::>
o
y
~\
~ '" I
'I 'a.'
I, do I ~
~
i~UJ il;!~
l'tlH'J .!i!l'1
'hl~'li '1~~Ir."
L~~:~ ~~'
-,.~,C e,' .Ii
rn:~. ~!t~l
!II!ijjj!!H~i11
~ld ~H
8 I b -.
ffiJ ' ; ,j
31! 5 :l
fUll ~ ~ I i
: u i: i
. I
"I
, I,
j i ~ ~
i ~ j
!!! !i I
0., I J,
I'. II!
~l: Iii
...---
---
o
"
N
,c
i
.
~
E
E
S
~
~
~
~
E
.
U
(6Z OMIN) 133.. "II SNOll1'^313
:? to...... ';' 1 or
en
N
+ ,
"
H
f
fi+
,
Cj
,
1 ,
(6~ G/I:JN) Hi'! NI SNOli'1'^3l3
(Ill CVlDN) 133J NI SNOll.V^31J
o
en
+
o
'^
,
(6<; G/I~N) H:3j NI SN0l1'1'^313
\
(bt ClII:JN) 133.> toll SNOLl'o'^313
o
o
+
(5l CVI:lN) l3)j "II 5NOU'I'^313
(6l OA:)N) 133.0 "II SNOU'I"^3lJ
'j , I "
~ i ~- I,lt
+ 11 f- 4 ~ '41 ~
Olr:
[;'it :"; ~1' ~ 0 I
" I.;
(6l IJ!\:JN) 133J "II SNOl1'1'^31)
(6l CV\:JN) 1]].01 NI SNOllVA313 t
, ~l! I ~
0 s
-I' ~ !
~ U , ~
.
~p : I
I ~
u u
I
0
0
+ !
0
-;:-t-- i--r+-~-: !
ill ~ j..-,.- I
It :1
"
'>
! . I
I II.
t ~ I
b lli Iii
(61: ClfIOr.) 133.J NI SNOUV^313 :? JI. jl,
b I . ,!I
I~'" If; III
i. ~
. ..
" w
~
~3
~ ~
r u ~
~ ~ ~
u ~r
w ~ z
0 uO
0 i= ~
w ~ ~
~ ",\,
0
(6l ClIIDN) 13" "II SNOllVA]l]
;! .. .. .. ... 7 1 , ,
,
I , ~
:rl
I I
! ~,* I
en
c-
! + d
0 'jl'
,- T'--
" !
-r + !
:4 ,.
11-: . !
..
I !. I
~I. .. -.. ;., ~
J..,.,I ,I
, . . . 7 1 , ,
(6(: CII\:JN) 133.0 NI Si'fOli'V'^)13
f~
I, ii, ~
I "
:IIIW
,
i
I
,I
! II
" Ii
J 111
I' 'i
If%." Ii
il 't~.
If do g
~
il :Iii~
imiiiim.nl
I!F.ii:I ' ~I
11 iH
i~~.~
---"':.."':
.
~
.
~
E
, E
, 8
~
,
w
~
.
00
E
.
G
o
~
'"
(1I~ G'lON) lJ3.:l NI SNOli'M313
!
I
,
;0 ,
0
'" 0
co ! +
+ I "'
"' - +
I , I !
i - - ~
f
t
, .
(St ClrI~N) 13].01 JIll SNOll"'^31J
(6llJ^.:JN)i,33.:lNISNOIl'l'A31J
N ... .. '" SO
S'......" '-' I I '!-b';"
+'+
!
-....
.
l~
" ~ ~ ~
'" "
'" 'i
_J..:.._~
~~
(6l I1^.ON) 133.:1 NI SN0l1VA313
i !~~II :
:L_lJ
01-:i) !
lIE::( !
LUju" !
_ '-' " ~, f ~ ~I
(6l ClIION) 1:33..:1 N1SNOli'f'AJ1J
(6lQ/l!.lN)U]jNISNOllVAJ1]
!'! " .. .. "
8
,
- ~ ,
,
0 "'
0 "
+ ! + , i
N ,
! li1 !
i
+ j I
, i I ,
tJ
i- ! II' l i , -. ~
''[+1 '.T t'-_-~
[, L 1! ,ilL L ,!
, . , ; , , , . . , ; , ,
(6l Q.^.QN) 13).> NI SNQU....^J1J
(6l C/lON) l.B;:j N1SNOll"^31J
.~
,
,
" ..
..o--~
. ~ "
P
-'Z "
'" ..;
c; "
-.-"<.-e,:,
:">"
(lllcv\;lN)U3JNISNOUV^313
,
, ,''...
1<1
I, il, ~
1 "
111111"
!
i
i
I
-r-:l-
o
"' ,
" ;-
"'
+
N
!
+t + "'I,d Tl" i r
-t ~,t,ltu , -
D' 'LI " i
t"t- +-t-,
j J :ttlE
" .. .. .. " " " ... ..
- I I ,
(6ZQf\:JN)d3JNISNOllVAJ"lJ
!
I
~~% I
~ %
~ \ I
~
~!!!iII ,'~,
it~'ii1; r.~rr
.'I1':iillt~mll
iWcfil
~~ mmm
~i!i ~ilI
,
,
!
(Sl (1/10"1) 1]3.:1 I'll SNOLi.'9'^31J
I l. i ~
of! ;;
. .
Q i
mil ~
~! =
~ i
u u
0
"'
+ ~, !
!
,
(el I}\ON) !,H-J NI SNOU."^313
I~~
.<
i ~
" 0 ~
[3 ~ ~
w < z
o 00
o ~ ~
w ~ ~
~ S! ~
o
o
.
I
1-,
J!,
II,
!I;
I
II.
i R ~
iiI
p-
dl
III
......-.----.....- ---:.-:.."::
o
;;
N
,c
1
1
"--
.
~
.
~
E
E
8
~
~
~
.
ro
E
.
G
. ~ 0-
e
~'"
::..
(Sl G\~)N) 133.> NI SNOUl'''':;l]
o
CD
+
CD
(6l: CVlON) 1]3.:1 1'41 SNOUVAT13
(6~ O/ION) lBj 1'41 SNOLi'fAJ13
~ 1
n
Y , 'i
IT,
+ I-,!
,f
+~ -I-
~_i I,
I i I ~
"
I"C
1
"" -l-i !
't. ,i't,
" _.+ ", ." , 8
"I tT
jet!::],; ,,' I~jjl ~
.1: .d~j ,,', I ,~
~ ~ ~ ~ ~ <> ~ 1 ~ ~ ~I
(6~ ~N) 13.1:1 HI SNOll'f'A31]
': t ,...
~~ ~
- '"
{ : {
" '"
~ ~
'" ,,<:
-" ...
... I'-
.
~r;.
'" '"
..- ..
- N
:~ '~
"'-
'"
'i' :t'
'x.,<
~~
(5t OII:JN) 131l NI SNOUV^313
,
,. .. 'i' ~
f"I,i
: ~
i
., .. .. ... <> ';'
TT~ 11
+11, .
!
!
,
J
ii,
!
iT
o
;t, 11,' ,
j-I.,:
II 'ii
't t~Tt- , I
i1jH~~ti~ :~1:11
~:T '"I-! !'11+
1..,,- ...._ 1.....;].
,
,
'" .. .. " N " N ~
- , ,
(6l OAON) 13];1 NISNOUVA]13
(6l CVI~,)N) J.31.J NI SNOLiVAJ"l3
o ',"
~ .. .. .. ... <> I I 'T~~
!
~+f~,'
~!,-+-' --1,'-'"
I' lj'
-rl-I-
I ,,:
: .: -: ~ :
--{-iLl;'
'I.'
r
o
CD
+
"
Lj~ J, t~+.":
ii!llrWi1IlITi: ]!
~-~;:.j~-:. -;-'-~,I';;-'i'L~~
(6l OtIQN) lLU NI SNOUV^,fU
"'1 ~~ ~
~ ~~
.......~ '~
. ~ -
- ~ ~- '"
'v) .!...::r-
;;i.. ~-)1.
x - '<.
-~ ~ <'-
~ - ~
1"
.. ~
"''''
..
~.\.
~~
~_x...
".....
-~ ....:.
~'"
. .
(6~ OAON) l)J.:J NI SNOlJ.'v'1I313
".. ..
<> '1' r If 'i' ~
!-rr!-T -'r.-I~
o
CD
+
"'
., '" ~ "' '"
I I I ,
(6~ OA::JN) l]]j NI SNOU'I'1I313
(6Z: (].lION) J.33j NI SNOIl'l'1I313
;!.. ..
<:> I r ,. ";' i~
!
!
-,
o
+
..,.
'" OJ '" ~ '" ., "
- ,
, .
, .
, ,!
"
(6l OAON) ~~ NI SNOlJ.VII313 _ 0
1 ~ l'l ~ II
~ ~~ 111"-
-~'" . ~ : ~ ' ~
~ \.') ~ ~~
~ ::':i-.::t-- f-. U...J
....~ ,:", _ ><: a ~ ~
~ ~~ ~~~
-.. - 8 ti;: ~
gs ~ I
,,,
1111 \ ~
I ~
illlW
!
!
~A
f'o
~ '" !
" "''0 II
~
,
!
,:f("l ilili,
Inm11m.'!I
!ili~:i ~f.i~
.lmiill:!~'1I
~ij .,
iii un!~
m~"
!
~l; I !
si ~ 2
mid i
~p ~ ~
u u
!
!
8
,
~
. 'I
I!' .
I',
I!, Ii I
l,i i /.
I,' IH
~ : iiI
......'-..--....-----:.."';;:
"" '"
~ ~
"!: pi
o
"
N
~-~
- '0
'" '
. ""
"''''
,>.; -
" '-"
~ ,~
~
.
~
.
.
t
E
E
8
~
,
'"
~
.
rn
E
.
"
. .
(fit CVlON) llli NI SNOll.VAJ1J
~ Q ~ ~ <> I T r , ~g
-, ITTlX
j'li
,-Ii
, ~
_..i_
o
en
+
OJ , ~i
i -Fj";- ~
,~;r
:+. -1
L < _
~ ~ Q . ~ u ~ T ~ ~
(el QI\:)N) 13:U NI SNOUI/^313
(fit OMJN)J.33..0 NISNOUV^313
o
o
+
co
:? .. '"
'T~-r--
, !
i
, 1+
T-1
i i
II~ .
,:41
iliJ' f'.' '....1+..
il " : '
'T: ".
., "'+'1
'.' J
<> 7 T" "i'
(!it Qt\ON) 133;1 NI SNOll....^313
~ t\.-
;~} ~
"'~ .~
,\ ~
....') -:.;::
s:: -<
!
,
",r-
~~
U
~~
""~
,x.....x"
"'"
"'.,.
. .
(lit OIION)l.U, NISNOli"'AJ"13
, . " 0 , 1 , , '~
Ii ,
Ii -t~i+
,.14 ~
I' 'I
h+
" , !
I
.~
rl 'I I
0 I -,or! .i.
0 '1,__ .j..;
+
'"
,.
~~
(fil Ql\ON) LB., NI SNOUV^]13
(6l QII:lN) n3,j N, SNOll'l'A31]
o
en
+
"
,..-j-.-'-c-
;-,.._~ -c-- ~
, <. .
l-+-i..".fr
ii~h,& ~
, .. " ;',,:rr, ,!
(6t ClII:JN)n:u NIS~Il;t^]l]
.~~ ~ J
dNJ
~ ;
'<. ~-s:.
~ <:"
1
"
~A--
-'"
,{ ~
~<~
.....x- l~
~ F~
(5l Cli\ON)133J NISNOll'f'A]l]
o
en
+
co
,
o,!
0> 7 'r '!' 'i'
(St QAON) 13]~ HI SNOll""]l]
(6l O/I:lN) 13]" NI SNOllVA31]
o
+
"
(6lQAON)13];lNI!iNOU'1^31]
1 A-- I
~~
.-
~) ~
~
u
w
< u
0
w
~
'~
~
!
,
!
!
,
!
1<1
Im\ ::
o
1 0
illlW
11'
7.l
lit 'I
,I % I
11 7", 'I
'f tt-do h
~
~J!l.hl ,.",
!m~i!j ~~
1W.1il! f,ii!l!l
1l!F~ ~~I:!h
-~"'re.q
~Jli!1
.. E
~ ! ;:
.n i
ill ~ !
~ u
u
'"
o
"s: II
II ~
~ I!
I I.
:il.
ii~ III
,Ii dl
d. "I
.... w
~
.. <
~ ~
~ ;:i
~ ~
~ ~
g~
~ ~
" ~
.....~........_-_"':.."':
'"
.."
..'"
..
~.~
0 Xc>
"
N ~...
" .;0"
.
~ ,,~
c>r-'
. ~~ ~
.
~
E . .
E
8
D (6<:; (y\~N) 133J NI SNQll'l'^313
,
~
~
.
ro I'"
E HI';!
.
u I'
I T t~
, , +'
1 if
0 t+ t-.-r 0
0 II +1 "'
+ +
N :::
"C
., , I~ !
i j d
h
<> ., '" .. '" <> .. ".
- , ,
(6lIYlON)133.JNISNOLL't'^313
{6lQf\ON).l33jNIS~I.L'M31J
I ili
l1wn
'j I I'
~mt:jli'
~+ j- -I '
iJr
~(Y\ON)B]j NISNOli'!?,313
t.~
~ ~
~
'~ II
". -'
- '"
<l",
"'-_'I
" -
-'\,.") .-\.:~
,~
~ -
" ~
... c
... "
~ '~
~ -
- ~
~, ~
"'>c
-'< '"
u,-'.
~~
. .
(lSl QAON)J.33.:l NISNOlL'I'^3U
(6l G\ON) lTH NI SNOU'I'A,ll
{6lCM'lON)H3.oNISNOli1'AJ13
!' '" " .. '" "
"i' "; 'j' ,__,_~~
1'+:,1
......-~
" jUr'
m Im==': I
6IWUI:1 c, ":,'
~;li#li:'1~~~:
I_J _'_ LJLtlt
o~.." 0""'"
"(~r; au ,: '~m":
~~
~
-i
- ~''''
~;$
-"< ~
;::?4\
~-o-
. .
I I I :
~+ t -:- ~
f'.
""
~~
- "
.~ ,{
- '"
;t";f:
" .><'
~:1
~ '-
. .
(6Z O/I:;IN) 1311 NI SNOU'o'^3l3
e '" .. , , 0
. . 'I
;1"
~~:'I !
ii !
'1- ' '-i--
.ftFt' I ~ ,
0 ~;tt:h - I
0
+
- III I
" . ~ , !
-'-" i Ii,
+liilll,li"
~'i ,-+q
ri--i I
I _ _' 11 ~ l _ j ~
, . . . . 0 "
(6l Oi\ON}.l]J NI SNOli"'^3')
(6(;Cl'ION)U3JNISNOll'l'^313
0' ,
'11-r
'f 'I' '~
J dj~ (
0; I III.
+ '-t-..
o t1li! l'
, t 1 'i
Ir, ~jl '
'~,: '
I" ;.jj'_t,":
, ,- -- -t-- - -~ _
U ::!:j
~
,
I
!
,
,
(6Z lY\aN) 133J NI SNOllV^313
'0
~
"t ;, "
.. ~ I
~ ~ " '-
~".,~ '- ~
cj <
'" '" u
'" ::f < ~
~ u ~
-'< >< ~ ~ <
u ~ e
r- .. w < Z
~ ';l ~ u 0
0 r:: N
w ~ fi
~ !< 0
0 I
!
1-<1
hu. ~
i b
I _
:11111'
.,.
~to
"% I
H " .
" \11
~
~i!ilil ,ffif.
lnii: ':COM
!. !ifrl'
Itl. I H:I:I
1!!F.iii1iJl111,'
-~i6~I!lI
~i!I ~I~m
"
~~ I ;
~!! ~ !
~p i
~ u
.
I
1"~
,~ ,
'J'
I,.
~ ,
I
ii-
, ,
Iii
j'.
dl
!II
---~"':
o
"
N
"
.
~
.
~
E
E
o
u
~
'"
~
"
~
E
"
U
~ .. ... .. .. Q' 'f
(Ill Qf\:JN) 133.:1 NI SNOll"")l]
,
.;! ~
, I
+
I:il ,
0 j 0
"., J 0
+ +
..., ...,
!
!
,
,
. ~
, 0'
(ez OII:m) 1n.o I'll SNOUV^3lJ
i.",4
-Il ~
t "
-.; '?
~ .~ '1;,
~... ~~
'" <' '"
. ' .
i;
a
~ "
~F
:?
(6ZIlII:JN)lJ3jNISNOli'l'^313
~ ... ~ . ~ Q r f 'f
,. '~
o
".,
+
.,.
f+~r ~rw
,h --t-; ,
rit . ,-t!1
,+ III' c, H.
! ' ;1
i I +
i 1~+
I' ,
, i 11
t t .,
r, ,
i+ ! I II <
I H- ~i
i-i T ,
, , ,I
ii- :w i ii I
n ~-j
~ -:-11 11 It
1 j_~;
o,~
~ .. ... .. .. " 7 1 r ,. -
(6l 0/10"1) lTH I'll SNOUIIA]l]
(6l CltI:JN) U3,j NI SNOU'I'^3l..l
, .
,. '~
. , ,
~
, i
ill., ~
" .. ~ 1 'f ,. ~'
(6lOll:JN).~:i:lNISNOllV^313
;: rJ~
~~ ~ ~
<:l r'- r::
';t ~ ~
~ ----9.. ~
~- < <-
. '
(Bl cv\ON) 1]3j I'll SNOll'I"A313
, . " 0 , T , , -~ El. I m
f I !T s:
i, sl! . .
~ 0
H , I ~ , ~
il 5 ~
rl B! . =
II ~ Ii
I' . .
0
".,
+
:'
!
8
,
~~1
~~~
;:d
_>or.. ~ ~
~~~
, , .
(Ill CV\DN) 13:3.:1 I'll SNOLlV^313
,
,
o
o
+
.,.
,
~
~
, ,
(6l Q1\!)N) 1]3J I'll SNOllVA]13
,
~
,
!
!
(6l UII~)l]3cl I'll SNOllV^31]
"~ .
;1' I ~.",'~
'{ ~ .~ ~
-;".;:- ::Jt3
~\, j~
;><. , 5 III <{
-':> ~ :;t ~
~~ g~2
w ~ ~
gj ~:I:
,
-,,~
,
1<<1
1m, ~
I N
ilIlW
I
I
I <
I
I
1'% I
,I ~ '
;1 'a.'
I, t I
~
~IJI ,'J'
J I ~P.fiij
P : I ,,'
I!!lJill ~~n
~i!f-lftl
~~!
'0
o
.
I
li~
IJI
If~
I ,
I
ll.
jll,j
iii
it-
1~1
III
o
"
N
"
~
'l
.
.
"
E
E
8
~
,
00
~
.
w
E
.
U
~i\-
:t~
, ~ ~ ~
- "
" ~
"i~
-"
-" ,.
~~
~ \~
-.:;.
(el: G'I::JN) l33:.l NI SNOlJ.~^J1J
,
.. '" ~
I " ~ ~
"
o
"'
+
~
L_ 1
'f 'I' ~'
(51: Qt\~N) lJ3J NI SNOlJ.~^31;::1
(51: CYlDN) BU NI SNOll',^J1J
o
o
+
'"
~ ., "' .. N 0>
(6lCV\~)H3jNISNOU.\I^JD
~~
'"
1~
- '"
"''''
~'"
-~~
'" .
~;t
,
,,->,l
~~
J'~
"'"
~~
x: )<;>
t;;~
--=:,IJ-
. ,
(51: Qt\DN) LI3.1 "II SNOUY^313
,
e ~ .. " N a ~ 1 'f 'l' 7
cncrlH ['TTT gll
L~+-H~ii -jJi - t-'- I
:"ltC1' +~+H~ + u+!
--..' FI' - --I-!
c-t+ , 'h:!
'i'1111 i t, -'[.1'
o ":"[::. -f~ l ,---- -i
~ .-h--i-~ +' , ~_.~_'o
r-- ,_, l-i-+~;H4 t- _ l,-:j-
~;ffiHHL~: ~I I ~ ~
'r:;jIUJ-1 '-,t ' 1" ,
Ir'~JI' , .. i
iLl U-,--I.:__~ ~
~ ~ '" ~ N 0 ~ ~ r ~ T'
,
(51: Ql\DN) UU NI SNOU.Y^313
(51: Qt\DN) 1:J3.J NI SNOLL'I'^313
"1'1':I'I'~',-11~1
~ -- 1'1'
'M ~
5' ., ... " " <> 'I'
~
o
"'
+
-n
(51: Qt\DN) 1J3J NI SNOU'l'A31J
"-
~'"
~:t
~n
~~
,,-'<
-&~
"'.-..
. ,
","-
$"
~~
~ \~
"'"
~<Q::.
_" >c
~':
'-::-
~-
, .
(5l Qt\ON) .1.]3.0 "II SNOLl'M313
. .
, \
'l'J~
e ., '" ..
i
~+H
~ :l,cr;tl,.I;':'
J; , ;j r j-
I :]ir;:\~... L:
IT 1+ I ~-
(j 1-+ -j -~- -~- I
; _L: __I
'" 0 I' r ,. 'f ~'
(6~ O/ION) lH:j NI SNOllV^3l3
(6~ Gl\ON) 133,;l NI SNOUV,.,J13
S' .. .. .. '" 0 I' r I I '~
nrrr ~l ~I
, I ' I ~~- ! ~- f-~ ~
~-~ II
,I(, !
i1
~p Ii!
ii
r ,. i
-h+
\ ~
i
I
r,lr:
Q
~ ~t uJ
~ H ~+
,.;. It
11 Jl \
';'t' I
i r r;
': nl ,I)'
'In-rHc' I
'L'-LU LL
'-'-,
iill
I~
f' ,!
ll~ _ ~:
~ .. .. ~ ~ 0 I' r f 'f
(6~ O/ION) HeU NI 5NQl1VA313
~
~ ~-
J~
<;'"
"'"
-~ .
~~
. .
1<;]
1m.::.
o
I "
IIIIW
i
Ii
!
!
ft
,'" I
~ 7", .
I, ij..th
~
.~' ,."
'I "1'.6,
I: . r "'.
i!1!iii! ~~fiH
~mlS! ~~I
_:u. ~I~
. to .'
. .1
511 I m
!l! ~ ~
ill; i
. "
. I.
~ i!i..
00 l!~ !il
o 1 i I'.
IJg I~!
11, ""
I ~ ~
~ W
~
.. <
~ ~
~ U ~
B ~ ~
W < Z
~ U 0
(;) r:;: t::::!
w ~ ~
~ ~ g
-,........ _.--.---~ "-_-:.."':
0
0
N
~ d
~
"
~
E
E
~
, ,
~
~ i
. t
~
E
. ~ ,
u ~" ~ !
, ~I
i ,
I' !
N
.
,
"
;~..,: "
+,
LE
" I,
8 :;1jcr
+ ii,
~ 1,1-;. ,....
.i.~'_'c.. '
I ,
, --j
i,l;lr
lit-,!
}t
, . ~ fI H hi
,
i I ,
i1+ ,
I I;
,. '--J!i
I
'I + !
!~ _J
, ~,' ;
1 ~'[~i · ,
,
ox I r ~ '"
lill ",n'
I lL_.... , .
I
l'
:.' .. .. r
(sz <)\ON)UJ> NI SNO~Y"-'1J
ISNOli"/'fl313
(6ZQIION)lJ3..N <>
c ';' T 'f "i'_;_,~
Tr T'T1
~
! ~
'"
" ~
-~." , ...
'IT "~'"
\!,ITo-<>~
: ", ""4
c ~m -~ ~
_~il ,!:
f ~ f1~:
'" <> '1' 't .., 'l' ~ I
o '" " ..
- ) Ll3JNISNUJ.Yfl313
(5~ Qr\::JN
'"
I ~ IJ I ~ ~
:lllli~
i
"
I
l-
I
T
,
.', : r.
I }'!lif , "'I'
(., "'ON) J.J;Lj "II SNO~W^1U
{i I
11\ '
f ~.
~ \,h
I ~
,,!j "01:
'~iln
!1Iit,rJij
.:!jl~91
!HIr.Ji ~1!!lI
.M'
~
>
. ~
~~ I -
· t i
~~ ~ ~
m ! !
3 ~ t
81 ~ :
iI
u
I I
· h.
~ i Ii i'
Iii Iii
g !!~ IIj
s II ~f: f il
II~g
. ~
...J ~ v.;:;i
...J U ...J ~
c: w <( 0
I {;I ~ N
U [3 0:: ~
~ gs ~ I
......,--;;-;-::;;;-.
.--"':.."::
~ [
. ,
"
I
~
.
.
i
~
.
,
I
"
I
~
~
,
~
~.
~
"
,
i
, i
,
! I
.
H U
H H
,. ,.
H H
u :Ii I
E>:,g .~U H
H 'i~' U
, % "
1'8 0$ S $ 11 ..
! ~ ~~p << . .
'! . H .,
. % Ii
, ~ Hp B B
~! ~~.-~ ~~ ~ ~
", ~ "'"1 "1 oil ". ."
,~ 1'1'1.'1' 1.1. 1.1.
~
l
... ~
~;~~'i:n'~ ~~~! !! ~ ~
..
~-E"~~ggg ..~~ H H
~ ! - '-""" "' '-" Ii ~ii
~ 5 t ~ S' b- ~l; i~~ ~: ..,~
",ti~111'(1.t ~~
i ~ ~ E" 00 co &lil lil~il~ lillit2ii
~ 6 j - <7 <7 <7
~H!U ~m U ~~
j~-~'~'~'I;l' ~~
~~:~:=~~:,' .,~,~
333333:::...... ....2....
[[IJJ
l; c ~ 0
~ J r~
r~ j <~
~
- ~
, i
,
< h
.
, . ~
i l
0
; j
,
! 8
~ ~
. ~
a
-
Clam Bay Subcommittee June 17.2010
VIII-4-a New Business
51of371
Clam Pass Dredge Permitting History
Compiled from documents provided by FDEP, Collier County and Humiston &
Moore Engineers
Compiled by PBS&J
June 16, 2010
DRAFT
Clam Bay Subcommittee June 17,2010
VIJI-4-a New Business
52 of 371
Table of Contents
1.0 PREFACE.........................
.....................3
2.0 PERMIT DOCUMENTS
2.01 FDEP Permit 0128463-001-Jc... ... ...... ... ... ... ... ...... ... ............ ......... ..................... ....... ... .........4
2.02 Original permit application drawings............. ... ............ ... ...... ... ... ... ...... ..........................26
2.03 USACE Permit 199602 789 {lP-CC)..................................................................................... 71
2.04 FDEP Permit Madification #1 - disposal site, channel width and pipeline route....210
2.05 Constructian Plans 1999 Dredge Event........................................................................224
2.06 FDEP Permit Modification #2 - mangrove trimming..................................................243
2.07 USACE Permit Modification #1 - disposal site, channel width and pipeline raute..251
2.08 Construction Plans 1" maintenance dredge (2002) ....................................................273
2.09 FDEP Notice ta Proceed for 1" maintenance dredge (2002) ....................................286
2.10 Constructian Plans 2,d maintenance dredge (2007) ..................................................288
2.11 FDEP Notice to Proceed for 2,d maintenance dredge (2007) ...................................306
2.12 FDEP memo altering entrance channel width............................................................310
2.13 FDEP Notice to Proceed for 2"" maintenance dredge with changes (2007).............312
2.14 FDEP Modification #3 - Permit time extension...........................................................316
DRAFT
Clam Bay Subcommittee June 17, 2010
VlIl-4-a New Business
53 of 371
1.0 PREFACE
This document is a compilation of the permitting documents submitted to DEP and USACE for Clam
Pass under FDEP Permit number 0128463-001-J( and USACE Permit number 199602789-IP-CC. The
attached plan sets, notices to proceed and modifications are reproductions or scans of the original
documents and are the best available at this time. This is a working document and should be used
with the knowledge that other documents and information may exist that should be included in the
permitting history but are not currently available. As the current permit process continues this
document may be amended to include more information. Please make sure the document is the
latest revision available.
FDEP Permit 0128463-001-JC
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
54 of 371
,\~:!CE+\'" '.
~~
I
,., ~ I
=~~
CIIm Bey SubcommIIIIe Junl17. 2010
VII....... New BuIIneu
55 of 371
Department of
Environmental Protection
Uwton Chiles
Governor
Twin Towers Office Buildi",
2600 Blair Stone Road
Tallahassee. Aorida 32399-2400
v'rplQ B Wetherell
Secret.ary
CONSOLlDA TED JOI~T COASTAL PER.\flT
AND SOVEREIGN SUBMERGED LANDS ArTHORIz.-\ TION
PER.\IITTEFlAUTHORIZED ENTITY:
Collier COUllly- Pelican Bay Scrykes Div.
1.:/0 Ted Bnm n. Esquire
Akerman. S~nlerfill. & Edison. P.A.
255 Sputh (ktng~ :\v~nul'
Orbndp. Fkmla _~2S() I
Pennitl Authorilulion Su.: 0 I 28"6J-OO I.JC
(Previously 1130..9919)
Date of Issue: July 06. 1998
Expimlion Date: July Ofl. 20()8
County: C(lllkr
Prllll'l:t Clam Bay R.:~torati\ln ;ll1d
L(lIlg. Term ~1anagement
This perm it is issued und~r the authority of Chapter 10 J and Pan IV of Chapter .n~. F. S.
allll Titk tl2. Florida Administrative Code (F.A-c.). The activity is not exempt from the
requirement to ()tltain a Joint Coastal Permit. Pursuant to Operating Agreements cxecut.:d
"~'twccn tht.' Departmenl and the watcr managemenl dislncls. a.'\ referenced in Chapler 62-11.~.
FA.C.. the Deparlment is rcsponsiole for reviewing and laking linal ageOl.:Y actiun on lhis
al.:ti\"ity.
Thi... pamit a1s11 (\lnstitUle.. a finding of ~(lnsistcncy with Florida' s Coastal Zlln~
\lan:!~':I1I""11l Pnlgram. <1.\ rc~uir~d hy Sel,;tion .~(17 of the Coastal Manag~menl Act: and.
~....rtifKatitln I,;(lmplianc.: with waler quality sl~~ards under Sel.:lit1n -U14 of the Clean Watcr AI:t.
3.~ rSc. 13~~.
This activity also requires a proprietary authoril.ation. as lhe activtty is hlCatcd on
so\'creign submerged lands owned by the Board of Trustees of the Internal Improvcment Trust
Fund. pUrSUanllll Article X. Section 11 of the Florida Constitution, and Sections 253.(J(J2 and
253.77. F.S. The activity is not exempt from the need to ontain a propri~lary authOnlalion. Thc
[)epanm~'nl has the rc'ponsihlJity II) rcview and take final action l)n this request for proprietary
ituthon/illJoll III accordancc with SCl.'tion 18.11.1NI51. and the Operating A~rcCmCnl\ executed
Il\.'l\\cen the D\.'partmcnt and the water managL'mcnl districts. <1.\ rcferenced in Chapter (,2-11.'.
FA.C. In addition to the apm'c. thIS pmpnctary authori/alion has been rcviewed in accordam;e
with Chi1pler 153 and Chaph.'r 25lt F.S.. Chap~r IS-2e), Chapler 18-21. and Seclion ('2-343.U75.
F.A.C., i1nd the policics of the Board of Trustees.
A~ .,taff to th~ Board of Trustees. the Departmcnl has reviewed the activity descri~d
~III\V. and has dClcmlincd that the activity requires a Con~nt of Use for the u~ \If th(l~ lands.
".o..-:.~~..:~ C:J..i-;'.- . ~ ....~JqCI:7~ F'~' :.:-: Erl{,'':)f;nl: :td ".':"~...'..I ,.....~ ":1'1
Pnt1C~ 1ft ,tcyeled pafHIt.
Clam Bay Subcommittee June 17. 2010
Vlll-4-a New Business
56 of 371
FDEP Permit No.: 0128463-001-JC
(Previously 113049919)
Page 2 of 21
pursuanl t\l Chapter 253.77. Florida Statules. The Deparlmenl hereby granLIl its Conscnl to the
permittee to use the sovereign submerged lands for lhe activities authorized in lhis pcrmil,
provided all gencral and spccific cendirions. and monitoring rcquiremenL'\ slipulated in the
permit arc met by the pem1ittee.
The ahove named permittee is hereby authorized to conslrucllhe work shown on the
applicalil.\n and approved drawings, plans. and other documents attached hereto or on file with
thc Depanment and made a parl hereof. This permit is subject to the limits. conditions, and
locations of work shown in the attached dra\\o1ngs. and is also subject to the attached
General Conditions, Specific Conditions. and Monitoring requirements which are a
binding part of this permit. You are advised to read and undcrstand lhese drawings and
conditions pn\lr to commcncing the authorized activities. and lo ensure the work is conductcd in
confomlancc with all the terms, conditions, and drawings. [f you arc utilizing a contral:tor, the
contracto:- also should rcad and understand these drawings and conditions prior to commencing
the authorized activities. Failure to comply with all drawings and condilions shall constitute
grounds for revocation of the pennit and appropriate enforcement action.
The applicant has requested a variance (VE-II-726) f:-om Rule 62-4.244(5), Florida
Administ:-ative Code (F.A.C.), which requires that a dredge and till mixing zone be no morc than
J 50 meters in radius from lhe pOlnl of discharge or source of pollution. The applicant has
requested a mixing zone of up to I.non meters for the nearshore disposal of the beach quality
matcrial. The Depanment intends to grant this variance request per Chaptcrs -t03.20 J and
-t03.93R. Florida Statutes, and, Ch. 62- 103. 100. F.A.C. The requirements and conditions of
Variance No. VE-11-726 are binding with this permit and shall become requirement'i and
conditions of the permit. Activities authorized by this permit shall not commence until the
Final Order granting Variance No. VE-ll;7!6 has been issued by the Department
PROJECT DESCRIPTION:
The projL'Ct IS to conduct activities to improve the hydrodynamics of. and thus restore and
manage. the Clam Bay ecosystcm by conducting thc aClivilics in association with and specified
by the Clam Bay Restoration and Management Plan (CBR~1P), which is allached to and made
parl of this permit as Attachmcnt "A". The Permittee is authorized to implement the CBRMP as
sel fonh lhercin. Spccifically, bul not by way of limilation, the Pcrmittec is authorized to:
dredge approximately 22,000 cubic yards of material from Clam Pass and restricted channels
\vithin the system; conduct periodic dredging of Clam Pass and the inlerior channcls to maintain
the design depths; conduct minor. small charge blasting of the restricted interior channels;
replace three 24 inch diameter culvens along Seagatc Drive with similar sized one-way flow to
the north culverts: deposit the beach quality material on the beaches adjacent to Clam Pass and
dispose of the fines on the uplands; kill and remove the nuisance exotic vegetation within the
systcm: Ctlnduct studies to determine the sourccs for excess walCr discharge inlo the syslcm from
thc dc"eloped uplands; formulaIC an Upland Water Discharge Reduction Plan with
Clam Bay Subcommmee June 17. 2010
VIII-4-a New Business
57 of 371
FDEP Permit No.: 0t28463-fHH-JC
(Pre\'iously 11304(919)
Page 1 of 21
recommendations based on the results of the studks; and, implement lhe upland Water
Discharge Reduction Plan in accordance wilh its terms.
PROJECT LOCA TION:
The project is located in the Clam Bay Natural Resource Protection Arca and surrounding
developments in Collier County. Sections 4, 5. ~, 9, 32, & 33 of Township 49 South, Range 25
East. Cla:.;s 11 walers. not approwd for shellfish harwsting
GE~ER-\L CO~DITIONS:
I. All al.:tivitics authorizcd by this permit shall be implemented as set forth in the plans,
spccillca:ions, and auached drawings approved as a part of this permit, and all conditions and
reqUlrcm:nLS of this permit. The permittec shall notify the Department in writing of any
anticipated deviation from the penuit prior to implementation su that the Department can
determine whether a modificatiun of the permit is required.
., If, fur any reasun, the permittee does nOlLOmply with any condition or limitation
specitied in this permit, lhe permittee shall immediately provide the Bureau of Beaches and
Coastal Systems (Bureau) and the appropriate District offi~:e of the Department with a written
report (.:ontaining the following infdrnIalion: a dcsl:ription of and cause of noncompliance: and
the period of noncompliance, including dates and times: or, if nol corrected, the anticipated time
the nonwmplianl'e is expected 10 continue. and stcps heing laken to redu(.:c. eliminate, and
prc,'cnl r~l.:urrcncc of the noncompliance.
~ This permit docs not eliminate the necessity to obtain any other applicable licenses or
permits which may he required hy federal. Slate. local or spedal distrkt Jaws and rcguJal1ons.
This permit is nol a waiver or approval of any other Dcpaflmenl permit or authorilation that
may he required for olhcr aspects of lhe IOtal projecl which arc not addressed in thls permit.
4. This pcl111il conveys no lillc 10 land or water, docs not constilute State recognition or
adnowledgment of title, and does not constitute authority for the use of sovereignty land of
Florida s~award of the mean high-water line, or. if establishcd, the erosion control line. unless
herein provided and the necessary title. lease, easemcnl, Of other form of consent authorizing the
proposed use has heen obtained from the Stale. The pcrmittee is responsible for obtaining any
necessary authorizations from the Board of Trustees of lhe Internallmprovcmcnt Trust Fund
prior to commcncing activity on sovereign lands or othcr state-owned lands.
5. Any delineation of the extcnt of a wetland Of other surfacc walcr submitted as part of the
permit applicathlll. including plans or other supporting documentation. shall nOl be considcrcd
spel"iril:ally approvcd unless a specific condition of this pennit or a fornlaJ determination under
section 373.421 (2). F.S., provides otherwisc.
Clam Bay Subcommittee June 17. 2010
Vlll....-a New Business
58 of 371
FDEP Permit No.: 0128463-nOl-JC
(Previously 113(49919)
Page 4 of 21
6. This permit docs not convey to the permittee or create in the permittee any property right,
or any interest in real property. nor does it authorize any cntram:c upon or activities on property
which is not owned or controlled by the permittee. The issuance of this permit docs not convey
any vested rights or any exclusive privileges.
7. This permit (lr a copy thereof. complete with all cond~tions. attachments, plans dnd
spccifications. modifications. and time extensions shall be kept at the work site of the permitted
activity. The permittee shall require the contractor to review the complete permit prior 10
commenccment of the activily authorized by lhis permit.
8. The permittee. by accepting this permit, specifically agrees to allow authorized
Department personnel with proper Identification and at reasonablc timcs. access to the premises
where the permitted activity is located or conducted for the p'Jrpose of ascertaining compliance
with the terms of the permit and with the rules of the Department and to have access to and copy
any records that must he kept under conditions of the permit; to inspect the facility. equipmenl.
practkes. or \)pcrations regulated or required under this pemlit; and to sample or monitor any
suhstances or parameters at any location reasonably necessary to assurc compliance wl1h this
p~rmll or Department rules. Reasonable time may depend on the nature of the wncem being
invcstigall'd.
LJ. Alleast forty-eight (48) hours prior 10 commencement of aClivity authOrIzed hy this
permit. the permittee shall suhmit to the Bureau and the appropriate Dislrict oflice of the
Department a written notice of commencement of constructi(.n indicating the actual start date
and the expected l:omp1clion date.
10. If historical or archaeological artifacL~ arc discovered at any timc on the project site. the
permittee shall immedialely notify lhe State Hisloric Preservatiun Of11cer and lhe Bureau.
11. Wilhin 30 days after completion of construction or completion of a subsequent
maintenance event aUlhorized by this permit. the pcmlittee shall submit to the Bureau of Beaches
and Coastal Systems and the appropriate District office of the Department a written Slalement of
c(lmpk~tion and cenification by a licensed professional cngineer registered in the state of Florida.
This cenification shall Slate that: all locations and elevations specificd by the permil have been
verified: :.he activities authonzed by the permit have been performed in compliance wilh the
plans and specificalions approved as a part of the permit. and all conditions of the permit; ur shall
describe any deviations from the plans and specifications. and all condillOns of the permit. When
the completed activity differs substantially from the permitted plans, any substantial deviations
shall be noted and explained on two copies of as-built dmwings submitted to the Department.
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
59 of 371
FDEP Permit ~o.: Ol2S463-001-JC
(Pre\'iously 1130.J9919)
Page 5 of 21
SPECIFIC CO~DITIONS:
I. Prior to commencement of lhe aClivities authorized by lhis permil, lhe pcnnittce shall ensure
lhe following aClivilies are cunducted and information provided:
a) Alleasl 30 days prior to each construction event. the pemlittee shall identify a qualified
biologistl wetland scientisl(s) familiar with ecosystems of Florida and submit their
qualifications to the Dcpanment for approval. This individual will serve as the
supervising scicntist that oversees the biological components of this rcsloration project
and will halt ,'onstruction if he! she suspects thaI violations of the permit havc occurred.
11) Alleast 30 days prior 10 commencement of construction. the "Proposed Scope of Work"
described in the Biological Monitoring section of this pcnnit shall be submitted 10 lhe
Department for approval.
c) Prior to commencement of construction, lhe construction plans and bid documents
showing the work area contemplated to be cOIlstrucwd shall be submitted to the
Department to be vcrificdl approved by Departmenl slaff. Excavation work authorized by
this pemlil shall be administered in accordance with Specific Condition I .(g) below. To
the fullest ~xt~nt possible, the smallest, lightcsl mcchanizl'd .:quipmcnt and smallest work
ar\?llS adc4uatc 10 conduct the activities authorized by this p~trmit shall be used to
minimizl.? advcrse impacts 10 natural resources and the subslral~ where mangwvc
rcgcnerati(m is encouraged.
d) Prior to commcnccmcnl of each dredging event authorized by this permit. a pre-
ccnstruction conference shall be hcld among the contractor, the owncr or authorized
agent, the wetland scienlist(s), the marin~ turtle permit holder, the USFWS. and a staff
rcprcs~ntative of the Department to establish an understanding among the parties as to
the items specified in lhc General and Specific coudillons of the permit and lhe
Monitoring requirements. At least 10 days advance notice shall be provided prior to
conducting this meeting.
c) The Permittee shall submit the project specifications as required under Specific Condition
1.( g) below to BPSM for review and approval relative to the projecl specificalions'
probahle impacts on marine tunIcs. If the type of dredge proposed has the potcnliallo
advcrsely impact marine tunIcs a.l; dctermined by BPSM staff, additional conditions to
prOlecl marinc tunIcs may be required by thc Department as part of this pennit.
f) If blasting is proposed, a blasting plan shall be submitted to thc Bureau of Beaches and
Cluslal Systems and the Bureau of ProteCted Species Management in Tallahassee for
approval allcast 30 days before the proposed blasting event. Additional conditions relating
to Ihe proposed blasting activities may be needed and added to this pennit by the
Departmenl.
Clam Bay Subcommittee June 17, 2010
VIII-4-8 New Business
60 of 371
FDEP Permit No.: 0l28463-001-JC
(Pre\iously 113049919)
Page 6 of 21
g) At least forty-five (45) days prior to the initial dredging event and any subsequent
maintenance dredging evenl authorized by this permit, the perminee shall submit to the
Department's Bureau of Beaches and Coastal Systems in Tallahassee detailed project
specifications. including but nOllimited to plan view and cross section drawings, which
detail the dredge and filllimilc; al the dredging and disposal siles. lhe method of
l.'l'nstruclion and construction schedule. and a processmg fee as specificd by Rule 62B-.+9.
F.A.c. Additionally. the work area of the authorized excavation shall he clearly marked
in the field by lhe wetland scientist(s) to allow the Departmcnt staff to verify and approve
the location of the excavalion. The Departmcnt may request additional informalion as
necessary in order to review each proposed dredging event. Written approval from the
Bureau of Beaches and Coastal Systems in Tallahassee shall be obtained before
proceeding wilh each dredging event. Department approval for individual dredging
events may be comingenl upon the permittee's acceptance of additional conditions, such
as lurbidity andl or water quality monitoring, which may be determined to be appropriate
hasl.?d 1m data suhmittcd to the Depanmcnl in support of a dredging request or upon the
results \11 prcvious dredging.
., The !nllowing ~llnditions are required to minimize impa~ts to marinc turtles:
a) :\~) constructiun, operation. transponation or storagc of equipment or matcrials arc
authorized seaward of the dune crest during the marinc turtle nesting season (May I,t
through October 31 ~). This includes dredging of the main pa'is and disposal of dredged
material seaward of the dune crest, including the intertidal lone. The othcr activitics
landward of the dune crest may be conducted during the marine turtle nestmg !\eason
provided the necessary measures are takCTllO protect marine tunIcs.
b I F:llmaterial pla~ed on the bca~h shaH he sand thaI is similar to that already existing at the
bl.?H.:h site in both coloration and grain size. l\ll such till malerial shall he free of
c()nstIu~tion debris. rocks. other forcign matter and shall not cuntain. on average. greatcr
than 10 per~ent fines (i.e. silt and clay) passing a No. 200 sicve and shall nol ~:()ntain coarse
gravd or cobblcs (exclusive of shell material) rctained by a NO.4 sieve.
c) Ell material shall nut exceed a 10: I horizontal to venical slope and shall be placed below
MHW. If till disposal resullS in a barrier or depression in the beach profile that interferes
wilh marine tunIc nesting. lhe permittee shall be required to remove that fealure upun
[l'quest by thc Department.
dJ Reports on all ncsting activity is currently provided to the Dcpartment by Collier County
Departml.?nt of Natural Res(\urcc Prolcdion. The Permittce shall cnsure that the reports
p:-cpared by the Collier County Department of Natural Resource Prolcction shall include the
collection of data ~peciti<: \tl the plOject area for the initial nesting season following the
Clam Bay Subcommittee June 17, 2010
Vlll....-a New Business
61 of 371
FDEP Permit No.: 0128463-001-JC
(Pre,'iously 113(49919)
Page 7 of 21
complction of construction. and for a minimum of two additional nesting seasons. unless
waived as herein provided. Monitoring during the additional seasons may he waived if the
permiltee can demonstratc that the fill material is no longcr prescnl in the projccl arca, or
that turtle nesting the first season post-consuuction was not adversely affected compared 10
an appropriate control area. Monitoring shall include daily surveys and any additional
measures for tunle prolection authorized by the Department. Reports shall be submitted to
the Department in accordance with current protocols with the Collier County Department of
~alural Resource Protection. but a<; soon as practicable after the completion of all
monitoring aClivitics. and shall include daily report sheets noting all activity. nesting
success rates, hatching success of all relocated and in SitU nests, and names of all personnel
involved in nest surveys and relocation al'livitics. All nesting surveys and nest relocations
shall Oe conducted only by persons with prior experience and training in these activitics and
duly authorized to conducl such activities through a valid permit issued by the Department.
Division of Marine Resources. pursuant to Florida Administrative Code Rule li2R.l.
e) [1' heavy equipment is required to transport equipment or materials on the dry neach
(anove MHW), the path of the equipment will he tilled to ~6" to avoid compaction
impacts prior to the followir.g nesting sca.'ion.
n Visual surveys for escarpments or baniers along the project area shall he made
immediately after completion of the project and prior to May 1 in any year thaI disposal of
ncach quality matcrial is placed on the beaches adjacent to Clam Pass unlcss inspection of
the disposal area indkates that the dredged material has been removed by natural processes.
in whIch case this permit condition shall not apply.
R~sults of the surveys shall be faxed to the Bureau of Protccted Specics Management,
(S50) 921-4369, prior 10 any action being taken. Escarpments that interfere with sea
tL;nle nesting or that exceed 18 inches in height for a dislance nf 100 feet shall be Icvdcd
to the natural beach conlour by May 1<1. Thc Depanment shall be contacted immediately if
subscquent rcformalion of escarpmenL~ thaI can interfere with sea tunle nesting or that
exceed 18 inches in height for a distanl.:c of 100 fed occurs during the nesting and
hatching scason to dctcrmine the appropriate action to be taken. [n each year wherc the
escarpment survey is conduclcd. a summary of the survey and aClions taken shall be
submitted 10 the Department.
g) During the marine turtle nesting and hatching season, aU lighting associaledwith
p:ojccl activities landward of the dune crest and visible from the beach shall be limited to
the immediate area of active construction only. Such lighting shall be shielded low pressure
sodium vapor lighls to minimize illumination of the nesting \'leach and nearshore walers.
h) In the event an unmarked marine lunle nest or a dead. injured, or sick marine lurtle is
discovered during consuuction activities. the marine lutle pemlil holder and the Bureau
of Protected Species Management shall be notified immediately such that appmpriatc
Clam Bay Subcommittee June 17. 2010
VIII-4-a New Buslneaa
82 of 371
FDEP Permit ~o.: 0128463-001-JC
(Pre\'iously 113049919)
Page 8 of 21
conservation measures can be taken,
3. The following conditions are required to minimize impacts to manatees:
a) The permittee shall instruct all personnel associated wilh the project of the pOlential
presence of manatees and lhe need to avoid collisions with manatees. All construction
personnel are responsible for obscrving water-related activities for the presence of
manatecls).
b) The permittee shall advise aJi construction personnel that there arc civil and criminal
penalties for harming, harassing. or killing manatees which are protected under the
Marine ~lammal Protection Act of 1972. The Endangered Species Act of 1973. and the
Ellrida \tanatce Sanctuary Act.
c) S:]t<tlinn narricrs, if used. shall oe made of material in which manalccs cannot become
entangled. are properly secured. and are regularly monitored to avoid manatee
entrapment. Barricrs must not block manatee entry tc or exit from essential habitat.
d) AJ) 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 where lhe draft of the vessel
provides less than a four-foot clearance from lhe bottom. All vessels wi)) follow routes of
deep water whenever possible.
0) If manatee(s) are seen within 100 yards of the active daily construction/dredging
operation or vessel movement, all appropriale precautions shall be implemented to ensure
protection of the manalee. These precailliuns shall include the operation of all moving
equipment no doser than 50 fect of a manatee. Opcralion of any equipment closer than
50 !celto a manatee shall necessilale immediate shutdown of thaI equipment. Activities
will not rcsume until the manatee(s) has depaned the project area of its own volition.
n Any col1isi~m with and/or i:1jury to a manatee sh,,1l he rcported immediately to the
Flonda ~tarine PalmI at I-SOO-DIAL FMP (1-8(X)-3.J2-5367). Collision and/or injury
should also be reponed to the U.S. Fish and Wildlit'e Service in Jacksonville (1-904-232-
2580) for north Florida or Vcro Beach (1-407-562-3909) in south Florida.
g) Temporary signs concerning manatees shall be posted prior 10 and during all
construction/dredging activities. All signs are to be removed by the pennittee upon
completion of the project. A sign measuring at least 3 ft. by -4 ft. which reads
Cawion: Manatee Arell will he posted in a location prominently visiblc 10 water
relalcd construction crews. A second sign should be posted if vessels are associated
with the construction. and should be placed visible to the vessel operator. The second
Clam Bay Subcommittee June 17. 2010
VIII""-a New BUliness
63 of 371
FDEP Permit No.: Ot28463-001-JC
(Previously 113049919)
Page 9 of 21
sign should he at least I< 1/2" by II" which reads Caution: Manatee Habitat. Idle
.\pet'd i.\' rt'quired if operating a vessd in the construction area. .411 equipment mUJt
be shll1down i.f a manatee comes Idthin 50 feet of operation. Any ((Il1i.\'ion >>ith
and/or injury to a manafee .\'hall be reported immediately to ll1i' Florida .'vfarine
Patrol at I-ROO-DIAL F.41P (J -ROO-342-53{)7). The U.S. FiJh and Wildlife Service
should also be contacted in Jachon\'ille ( J -<j04- 232-2580) for 1I0rth Florida or in
Vero Beach (/-407-562-3'JO'J)forsouth Florida.
h) Pemlanenl manalee informational signs. such as those shown in the enclosed example
shect~, shall be installed and maintained at the canoe boat ranlp at the southern end of Outer
Clam Bay following completion of the initial dredging event.
4. Pursuant to the Florida Depanment of State, Division of Historical Resources (DOS-DHR)
regulations, no heavy cquipmcnl, land clearing, or ground disturbing activities shall oe allowed at
sites RCR476. SCR547. and 8CR576, unlcss subjccWd to prior tcsting by a qualit1cd
archaeologist and approved hy the DOS-DHR. See the attached permit drawings for the
locuti,ms (,I' these historically significant arcas to he avoided.
5. The Clam Bay et:osystem I.:ontains waterways that are difficult to navigate due to shallow
water depths and mcandering channels Iincd with protruding mangrove branches and roots. To
protecl the signilkant natural rcsources and water 4uality of the Clam Bay ecosystem, and to
provide prolcction to the public safety (boaters utilizing these waters). there shall bc an idle
speed! no wake restriction on motorized vessels used in the system (as stipulated in Co..mty
Ordinam:e 1'0. l)()-16). The existing rcstrictions placed upnn ooating activilies within the Clam
Bay system by County Ordinance No. 96-16 shall rcmain active and enforceable for the life of
this pcmlil. AddilJOnally, lWD Florida Marine Patrol approved signs lhat state, "Idle Speed- No
Wakc" ar.d "Caution- Shallow Waler and Natural Resources Prescnt- Tilt Motor Up To Prevent
Prop Dredge- Damage to Natural Resources Subject to Fines, Pursuant 10 Ch. 370, F.S." shall hc
placed at the following locations following completion of the initial dredging cvent:
I) One within the entrance of Clam Pass facing boaters entering the bays:
2) One at lhe entrance to Outer Clam Bay facing north and easily legible 10 boaters
enlering Outer Clam Bay;
3) One at thc cnlrance to InnerClanl Bay facing south and easily legible to boaters
entering Inner Clam Bay;
4) One at the entrance to Vppcr Clam Bay facing south and easily legible to b()aters
entering Upper Clam Bay; and,
5) One within the uppcr reaches or Outer Clam Bay facing soulheast and easily lcgihlc to
boulcrs leaving Seagate.
6. To protcCl the submcrgcd natural resources (scagra~ses and o)'slcr heds) adjacent to the
channels to be dredged, weighted turbidllY screens thaI extend to the bottom uf lhe watcrbody
Clam Bay Subcommittee June 17, 2010
VIII-+-a New Business
&4 of 371
FDEP Permit No.: 0128463-00t-JC
(Pre\'iously 113(49919)
Page 10 of 21
shall be installed netween the natural resource and the dredge 10 effectively isolate the natural
res()urce frum the active drcdge and prcvent adverse impacts to lhe natural resource via
suspended particle settlement. The lurbidity screens will only need 10 be placed on the down
current side between the natural resource and the dredge to allsist the contractor in idenlifying the
significant natural resource areas and to protect the natural resources from the dredge and
temporarily elevated turbidity leve:s.
7. A minimal amount of trimming and removal of mangroves will be needed lO conduct the
authorized activities in the smaller inlcrior channels. These activities are to be supervised hy the
Department approved wetlands scientist described in Specific Condition I above. To ensure that
the biological health and prodm:tivity of the mangroves are nut adversely impacted to a
significant extent. lhe follO\-ving mangrove trimming procedures must be followed. pursuant to
Sections 403.9321-403.9333, Florida Statutes. Only once-per-year trimming of the mangroves
necded to conduct the activities authorized by this permit, and to maintain the canoe trails is
allowcd: no trimming of mangroves to creale t)f enhance views within this ecosystem is allowed.
Prior to trimming or removing any mangroves. the species of the trees must be identified and
tagged by a l)ualified oiologisL wetland sclcmisl(s), or bOlan!SI and verified hy staff from the
Department's South Districl Office in Ft. Myers. ur the Bureau of Beal:hcs and Coastal Systems
in TalbhassL'c. All trimmed mangrove part;; grcalcr lhan one inch in diameter shall be removed
and I:ompnstcd on the uplands to prevent further restriction c.t tidalllow within the Interior
channels:
Live Manl!ro\'e Trimminl! Procedures
a. Maximum Diameter- No white mangrove tree with a single trunk diameter greater
lhan twelve inches dbh (diameter 'at 'breasl height: lhe diameter of the tree at 4.5 feet
abuve the substrate) may be top lrimmed. No black mangrove tree with a single trunk
diameter greater than eight inches dbh may be LOp trimmed. No red mangrove lrce
with a single trunk diameter greater lhan one inch may be top trimmed.
h. Top Trimming- While and "lack mangrove trees. within the specified trunk diameters
may be lrimmed to a height of four feet above substrate. The limit of top trimming
for red mangroves within lhe specified trunk diameters is 6 linear fcct ahovc the
substrate. Top lrimming shall not occur from May I lhrough Septemhcr 30. No morc
than half of the canopy of the trec shall be trimmed. No white and black mangrove
trees less lhan 4 linear. feel in height shall be trimmed. No red mangroves 1::55 than 6
linear feel in height shall be trimmed.
c. Removal of Lateral Branches- For white and black mangrove trees. lateral branchcs
originating hetween four and fifteen fcet above the substrate may be removed from a
trunk of any dbh. For red mangroves. up to fifty percent of the lateral branches
originaung nctwcen six and fifteen feet abov~ the substrate may oe removed. In
multiple trunk trees. the trunk having the greatest doh is designaled as the primary
trunk; olhers are designated as lateral branches.
Clam Bay SUbcommittee June 17. 2010
Vlll......a New Business
65 of 371
FDEP Permit No.: 0128463-001-JC
(Pre\'iously 113(49919)
Page 11 or 21
d. General Prohibitions-
I) No herbiddcs or chemicals may be used to alter mangroves.
2) No burning may he used to alter mangroves.
31 No deliberate damage 10 prop roots. pneumatophores, and regular moL".
-l-l No cUlling of any mangrove thaI serves as breeding, nesting. or roosting area
for colonial water birds: or is used by endangered species. threatened species.
and species of special concern fur breeding. or which is routinely used, by
endangcrcd species. threatened species, or species of special L'oncern, as listed
in Rule 19-27. F.A.c., and 50 CFR 17. I \.12: or contains a nest or nests of
proh.'ctcd solitary ncsting hirds as defined in Rule 39- I 2.002 or J9-27.002.
F.A.C., except when: a pem1it has becn issued by the Florida Game and Fresh
Water Fish Commission, or, where appropriate. the U.S. Fish and Wildlife
Service. to remove the ncst or nests.
Dead !\Ianero'.e Trimmine or Remo\'aI Procedures
a. Due to the large numbers of dead mangroves within certain areas of this ecosystem.
up to 50% of the dead trees may be rcmoved within thc areas of massive die-offs to
facilitate recolunization by mangroves.
h. For public safety, all dead mangroves within 20 feet of the existing paved roads may
he removed.
,-', Prior to removing any dead mangroves, the tIees shall he inspected and tagged for
rem(l\al oy the approvcd weIland scientist(s). Prior to their removal, these lagged
trees shal J oe approved for removal hy stall from the Department' s South District
Olll.:e in Ft. Myers, or from the Bureau of Beaches and Coastal Systems in
Tallahassee. The larger, slurdier dca<l trees suitable for roosting and nesting shall
remain.
d. Dead mangroves approved for removal shall be removed at the substrate level with
care not to damage or dislurb surrounding. living vcgctation.
c. The r~'moved dead trees shall be composted or disposed on the uplands to prevent
funher restril.:tions of tidal Ilow within the inlcrior channels.
S. As part of the restoralion and long-term management of thLIi ecosystem. aclivities shall be
conducted to remove lhe nuisance exotic vegetation (including Auslrdlian pine and Brazilian
pepper) within the Clam Bay Natural Resource Protection Area. These aclivil1es shall be
(,'()J1ductcd with the goal in mind to remove all nuisance exotic vegetation from the area with the
actual percl-'nlagc of nuisance exutic vegctalion nol exceeding l'k of the total vegetated area.
When rcmoving the nuisance exotic vegetation, care shajJ he taken to not hann the surrounding
native vegetation. Mechanical rcmoval should remove as much of the roots of the exotic as
possible followed by hand removal. or chemicaltIeatment of any suckers. If (,'hemical treatmcnt
is used. only environmentally safe chemicals, such as garlon and roundup, shall be used with
special care taken to not spilllspray any in or on the water or native vegetation.
Clam Bay Subcommittee June 17. 2010
VlIl-4-a New Business
66 of 371
FDEP Permit :\0.: 0I2H463-fHH-JC
I Prc\iouslv 1130"9919)
Page 12 of 21
9. Within scven days of completion of the authorized activities (including lhe mangrove
alterations. interlor channel excavalions. and removal of nuisance cJtotic vcgetalion) throughout
the Clam Bay ecosystem, lhe contractcd crews shall return to each work arca and remove the
trimmed pran\.'h~s and tre.:s (dead trecs approved for remo\'al) greater than I inch in diameter to
appropriale upland hK:ations. The crews shall also regrad~ any spoil pile or herm that may hah~
PC'l'n 'T,~atl~d as part of the eXl:avation work, SlIl.:h that thcre is no impediment to shect !low and
no crl'ated uplands as a result of the pro.icl.:t.
I n, Small charge explosives may be used to restore tidal now in the interior I.:hanncls wherc the
lIse III m~dlanilcd and hand-held equipment is not feasiblc. The arcas designated fur the use 01
e,\phlsi"I.'s shall [1e marked "y the wetland sdcntisHs) and these marked area.. shall be approwd
by Department staff prior to the use of the explosives. The explosivcs shall be carefully placed
and (ktonatl'd only in areas where their usc will havc minimal advcrse impacts to signifil"ant
natural resources. A Florida licensed explosives expert shall inslall and detonate all explosives
J.,s()ciat~d with the pro.iect.
1 I, To d-:vclup a data set LO understand the impacl of freshwater disl:hargc into the Clam Bay
,'C\lSYStCI1l r"mOl the developed uplands. the permittee shall submil detailed plans for the
I plh l\ving primary studIes within 120 days fllllowing permit issuance In the Depannwnt fur
Jrpmval. These studies are designed to identity exisling watcr sourccs and waler needs. and
pr(1pose r"easipk mcthods to meet these water needs while conl.:urrently reducing water
dlsl:harges into the Clam Bay ecosyslcm (see the Chlm Bay Restoration and Management Plan
lor Ihl' detJl1s and spcl:ifil:s of cach study):
Study 1- VClZclation Analvsisl1rrigathm-Rel,Juirements;
StudV' 2- Rctardinc Uoland Water Flows into Clam Bay;
StudV' 3- Reducing Row from Penmeler Bcrm Area to Clam Bay;
Studv 4- Groundwater Flows;
Study 5- Utilization of Stormwater Management Lakes a'i Source for Irri~ation; and,
any additional sludies that may be needed to generate the information requircd to fully
understand the impact of freshwater discharge into the Clam Bay ecosystem from the developed
uplands, The study plans shall include detailed dcscriptions and maps, activities to he I.:ondm:tcd,
methods, and qualified personnel involvcd for each study. The permittee shall hegin
implementation of the Department approved studies within 180 days following pcrmit issuance.
12. The pernlittee shall (.:onduct the studies required ny Spel:ific Condition No. II for up to
three years following permit issuance. However, if the data gcncrdtcd from the sludies suggest
Ihal additional data gathering will not materially aid the permittee and lhe Department in
undL'fstand1l1g the impact (If freshwater discharge into the Clam Bay ecosystem. the permittee
m.IY request Ih~ Deparunent for authorization to tcrminate one or more of the sludics and proceed
10 the analysis <lnd recommendation phase as dcs(.:rihcd in the CBRMP and this wndition.
Clam Bay Subcommittee June 17. 2010
VlII-4-8 New Business
67 of 371
FDEP Permit No.: 01284cl3-00t-JC
(Previously 113049919)
Page 13 of 21
Following this study period, the permittee shall analyze lhe data gathered, formulate
recommendations based on the dala, and to the extent suggcstcd by the data~ design a plan to
reduce water discharges into the Clam Bay ecosystem from the developed uplands ("Upland
Water Dis\:harge Redu\:tion Plan" or UWDRP). [I' a VWDRP is required as a result of an
analysis of the data by the permittee and the Deparunent, then the pcrmiuee will submit to the
Department's Bureau of Beaches and Coastal Systems in Tallahassee and the Department's
South District Office in Ft. Myers the UWDRP for approval. Once the UWDRP is approved by
the Department, the pennittee shall implement the UWDRP as provided for therein, but in no
event later than five years foJlowing permit issuance unless a modification or waiver of that time
frame is agreed to by the permittee and the Department. The implemented activities to reduce
upland discharge of water shall oe monitored in accordance with the terms of the UWDRP
following completion of their implementation. It is anticipated that all activities described here
and in Section .t5.4 of the CBRtvtP will be completed within the len (10) year permit term, but
nothing will predude the Department with the consenl of the permittee, from extending the time
for implementation of any portion of the UWDRP if the interest of the ccology of the system
would b~ improved oy doing so, The p~mlltte~ will, as suggcst~d in the CBRMP. impkmclll in
conn..'l.:tilln with this pcmlit a program of community involn~ment to help ensure the maximum
anwunt or community participation possible should the studies described in th~ CBR\IP. and
required here. suggcst the nced for one or mor~ VWDRPs. In this context, the Department
recognizes that the decision to require one or more UWDRPs will be dependent on the outl.:ome
of the sludies described in the CBRMP and required here.
The following time-table summarizes the anticipaICd schedule [or the aClivilies assodated with
the studies required above:
I. Submit dctailcd plans of each primary Within 120 days from permit issuam:e
,'iudy to the Department for approval. (anticipated to he Octoher 22, 1991\ l.
.., Begin implementation of the approved Within 180 days from pcmlit issuanl.:c
primary studies. (anticipaled to be Dcccmher 22, 1998).
3. Conduct the primary studies and gather For up to 3 years following permIt issuance
data. (anticipated to Oe July 22, 20(1).
-to Develop as required by the data one or UWDRPs shall he submitted by April 22,
more "Upland Water Disl"harge 20m. to th~ FDEP and will he implemented
Reduction Plan" !'lased lIpllO results! in a(,:~:()rdanl"e with thcir terms.
r~~:omm~ndati(lns of primary studies and
suhmit to Department for approval.
ACTIVITY
SCHEDULE
CIIm s.y SubcommIttee June 17, 2010
VI'....... New BuIIneu
e8 of 371
FDEP Permit No.: OI2846J..OOt-JC
(Previously 113(49919)
Page 14 of 21
5. Implementation and moniloring of the To be completed within the permil term.
"Upland Water Discharge Reduction
Plan",
.
6. Submission of monitoring report for the To be submitted in accordance with the term
"Upland Water Discharge Reduction of the UWDRPs.
Plan" that includes any noted
modifications or corrective actions
necded.
I J. The permittee shall conduct the studies. gather the information. and submit the repons
stipulated in the "Monitoring Required" section of this permit. If the monitoring reveals adverse
impacts have occurred as a result of conducting the authorized activities. the permittee shall
cooperate with the Department to develop and implement such rcmediallcontigency plans as may
be desirable to effectuate the purposes of this permit. The Permittee shan not be liable for
damages or costs rcsulting from adverse impacts to the ecosystem unless those adverse impacts
are a direct and proximate result of the intentional or negligent act(s) of the Permittee in the
implementation of the activities authoril.ed by the permit.
MONITORING REQUIRED:
I. Water Quality Monitoring
. ..
Turbidity monitoring during dredging and discharge. and as necessary prior to the removal of
turbidity control devices.
A. Dredge Site
Frcquency: Twice daily. at least four hours apart. beginning alleast two hours after dredging
Ilegins and continuing during the dredging acti\ities.
Location: Background: At least 200 meters upstream of the projecl site ouL..ide of any
visible turbidity plume. at mid-depth.
Complian.ce: Downstream of the turbidity cumins which separate the dredge from
the natural rcsoun:es on the resource side of the curtains. When lhe natural
resources arc more than 150 meters downcurrent of the dredge. the compliance
wne shall OC no morc than 150 meters downcurrent of the dredge within the
densest portion of any visible tumidity plume. at mid-depth.
Clam Bay Subcommittee June 17. 2010
VlII"'-a New Business
69 of 371
FDEP Permit No.: 0128463-00t-JC
(Pre\'iously 113049919)
Page 15 of 21
B. Disposal Siles
Frequency: Twice daily, at least four hours apart, beginning at least two hours after dredging
begins and continuing during lhe dredging aClivities.
Location: Back!!round: At least 200 meters upstream of the project site (in the near.'ihore
zone of the Gulf of Mexico) outside of any visible turbidity plume, at mid-depth.
Compliance: At no more than I ,(XX) meters downs Ire am of the discharge point in
the interlidal zone (between the mcan high and mean low water lines) and 6 I
meters (200 feet) offshore (from the mean low walcr line), within the densest
portion of any visible turbidity plume, al mid-depth.
All monitoring data shaH be submitted within one week of analysis with documcnt"! containing
the following information: (I) permit number; (2) dates of sampling and analysis; (3) a statcment
describing the methods used in collection. handling. storage and analysis of the samples: (4) a
map indicating the sampling locations; and (5) a statement by the individual responsible for
impkmemalion of the sampling program concerning the authenticity, precision. limit"! cf
d.:tect!on and ac(.:uracy of thc data.
\Ioniwring report, shall also include !.he following infDrmaticn for each sample thaI is taken:
(a) lime of day samples taken:
(0) tidal stage and direction of 1low
(c) depth of water body; '..
(d) depth of sample; and
(e) antecedent weather conditions.
Thc compliance locations given above shall be considered the limits of the temporary mixing
wne for turhidity allowed during construction. If monitoring reveals turbidity levels at the
compliance sites greater than 29 NTUs above background turbidity levels at the
corresponding background sites, construction activities shall cease immediately and not
resume until corrective measures have been taken and turbidity has returned to acceptable
Ic\'els. Any such occurrence shall alsu be immediately reponed to the Depanmcnt's oUke in Fl.
\IYGrs.
Monitoring reports shall be suomitl~d to the Depanmcnt's oftice in Tallahassee and to the South
Districl Oftice in Fl. Myers. Failure to submit reports in a timely manner constitutes grounds for
revocation of lhe permit. When suhmitting this information to the Department. please clearly
include, at the top of each page or as a COWf page to the suomittal: "This information being
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
70 of 371
FDEP Permit No.: 012846.3-001-JC
(Pre,'iously 113(49919)
Page 16 of 21
prO\'ided in partial fulfillment of the monitoring requirements in Permit No. 0128463-001-
JC (Pre\'iously 113(49919)."
2. Hydrographic Monitoring
To generate the data needed lo ade4uatcly assess the potenlial impacts of opening up the
rcstril:ted channels of the interconnected waterways as authorized by this permit. thc
hydrographic monitoring program shall indude the following;
u. Topographic surveys of Clam Pass and surrounding 500 ICet I.one. The surveys shall he
cnnducted immediately prior to and following completion of the authl1ril.ed c\ca\'ation.
.\dllitional surveys of Clam Pass shall he required itS often as the pl~rmillee seeks to
l'ondul.:t maintenance excavation within Clam Pass or the main channel excavi.lled pursuant
to this pcmlit and identified in the CBRMP as Cuts 4.'\. 4B. 4C, and 4D. In such
CIrcumstances. the survey prodw,:cd shall meet the standards set forth in paragraph "B"
n,'!pw.
n. Within seven (7) days of complctjllll uf the authorized cxcavation of the interiur chann.:ls.
<lnd thL'reaftcr as frequently as rilaY he rL'l)uiwd for the duratIon (If the permit. the enhanced
intl'rior channels shall "e surveyed at a minimum of \()O feet cross-sections to ensurc that
the desired elevations have been attained. It is anticipatcd that these surveys will he
initiated as and when it appears to the Permittee and its wetland scientisHs) that
maintenance excavation of these channels may be rcquired to maintain the integrity of thc
system. A copy of the survey. certified by a rcgistered land surveyor, shall be submitted to
the Depanment as a pan of a request for authority to conduct maintenance excavation
pursuant to Spedfic Condition I.(g) ahove, or if the survey reveals no present need for
additional cxcavation, it will nonetheless he suhmitted to the Departmcnt as additional data
within thirty (30) days of wmpktlOn of the cxcavation. Any survey submitted pursuant to
this se\.'tinn shall contain a note. based upon the surveyor's examination of the excavated
area whi\.'h indicates whethcr the surveyed cross-sections reasonahly rellect the site
\.'onditions for the entire arca excavated.
c. The permittee shall submit an engineering rcport and survey maps sllmmariling the
moniwring data and project perfomlancc to the Bureau within 90 days of completion of
each survey. The rcport shall include an analysis of the sedimcnt characteristics of Clam
Pass and any I.:hanges observed in the pass. idcntify crosion and accretion pauems along
the pass and adjacent heaches. and identify any adverse impacts whkh would be
attnnutahJc to the activities authorized by this permit. If survey dal.a of the pa.\s is
suhmined it should he submitted on3.5-inl'h high density t10ppy disk in an ASCII format
and the data shall he arranged according to the FDEP/DBS specit1cations so as to include
all of th~~ infomlation required by the FDEP/DBS specifications.
Clam Bay Subcommittee June 17. 2010
VII''''-a New Business
71 of 371
FDEP Permit No.: 0128463-001-JC
(Previously 113049919)
Page 17 of 21
d. Monitoring stations shall be established at representative sites (as shown on the permil
drawings as reflected in lhe CBRMP) throughout Upper. Inner, and O!Jter Clam Bay to
record the following hydrological paramelers:
I) time of day sanlplcs taken;
2) water tcmperature (OC and oF);
3) depth of water body;
4) depth of samplc;
5) antecedent weather conditions;
6) water quality, including salinity, silicates, nitrites, total organic cartlon, chlorophyll,
phaeophytin. pH, conductivity, dissolved oxygen, lOtal phosphorus, nitrate. nilratc
ammonia, total kjeldahl nitrogen. and lotal dissolved solids;
7) sedimcntation levels:
8) rainfall:
Yl tidal stagc and direction of now:
10) other innlll~ntial t1ows, such as groundwaler <lnd srormwaler Ilows;
II) wind direction and velocity: and.
12) identification of the sample location which corresponds to the number shown on
sampling location maps.
These analyses shall be madc immediately prior to and folJowing construction. and
monthly thereafter, with the exception of the waler quality analysis (number 6 above),
which may be conducted on a quancrly basis. Staff gages shall be installed althesc
stations in ordcr to measure the relative Ii de range at each station. In order to measure the
effect of !he dreUging on the tidalrangc. one station should be located adjaCCnllo or
within the degraded mangrove area. Thisstalion shuuld be equipped with a tide gage
capable of continuous readings of tide stage. The mOnItoring required by this scction (c.)
will provide valuable data concerning the effecl~ the resLOralion project is expected to have
on the hydrology of the Clam Bay ecosyslem. This infJrnlation is cruciaJ for future
management decisions for this important natural resource, thereforc. this moniloring shall
wnlinue for the life of the permit. The data colleclcd from lhis monitoring shall be listed.
analyzed, and submittcd to the Department in annuaJ Hydrographic Monitoring Repons.
3. Biologicall\lonitoring
As n:quir~d in Specific Condition I.b), at kasl 30 days prior to commencemcnt of construction,
thl' penniul'e shall provide a "Proposed Scope of Work (PSOW)" from the Dcpanment approved
weIland scicnlist(s), or from another qualified environmental organization with experience
conducting research on Florida's ecosystems. The PSOW will include a list of scientifically
accepled mClhods that will be conducted, and when. and by whom, 10 adequately assess the Clam
Bay ecosystem (with a primary focus on the mangrove and seagra.'>S communities) before and
after the al.:tivilies authorized by this permit are conducted. The PSOW shall include the
Clam Bay Subcommittee June 17, 2010
VIII-<4-a New BuaineSl
72 of 371
FDEP Permit No.: 0128463-001-JC
(Pre,'iously 113(49919)
Page 18 of 21
following infornlation plus any additional informalion or scientitic melhods deemcd appropriate
by the l,;ontracted scicnlisls:
a. F1:ght-dated aerial photography of lhe Clam Bay ecosyslem before and after lhc aClivities
authorized by this pennil are conducted. The aerials shall be taken during July of each
year and submitted 10 the Depanmcnt annually for the duration of the permit. The aerials
must he color, vcnical aerial photographs. cOI1lIollcd and rccuficd at a scale appropriate
lor post-production digitilization and a scale sufficient to delineate differing habitat /.Ones
and dominant spcdcs within each zone. The flight line shall include all of the Clam Bay
~atural Resource Protel.:tion Area and the nearshore zonc to al least 400 feet offshore
(from the mcan high waler line).
h. As concurrently as possible wilh taking the aerial photographs. ground-truthing activities
shall be conducted in arcas of special conccrn within the Clam Bay ecosystem, induding
arcas of widesprcad dead and dying mangroves, Inner, Upper. and Outer Clam Bays, thc
areas rec\?iving water discharges from the uplands. and areas contiguous with the main
pass. The ground-truthing activilies shall include lhc use of the latest acceptcd scicntific
methods to survcy the types of habitals of concern within the Clam Bay ecosystem,
induding mangrove and scagrass dominated habitat,. These surveys shall include a
li~ting of species present, percent covcragcs by specics, size ranges and averages, and
owrall health! hiological trends for each fixed quadra:, transect. or plot studied.. These
survcys and any associated drawings! mapping shall be conducted prior to conducting the
dredging activities and once each ycar (in July) thereafter for the life of the permit.
c. A:mual biological monitoring reports (BMRs) shall be submitted hcginning one year
following permit issuancc. The first annual BMR shall contain the time-zero conditions
111' rhe Clam Bay ecosystem existing prior to commcncemcnt of the permittcd activitics
ard a progress report of the activitics conductcd since permit issuance. Thercaftcr, each
B\lR shall contain a pwgrcss report of the activities completed since thc prcvious BMR
and all the data collc\."tcd pursuant to a. and b. above. Eal.'h BMR shall includc graphIcal
represcntation and overlays of the collected data on i.:ompulcr generated drawings of the
aerials, and ground-level cui or panoramic phOlOS of each study arca alllxcd stations.
The annual BMRs shall also contain an analysis of the collected data and makc
conclusions and recommendations concerning lhe impacts the permitted activities have
had on the Clam Bay ecosystem based on the analysis of the data collected, including the
biological monitoring data, the hydrographic monitoring data, and the water quality
monitoring data.
\10i\ITORIi\G Sl'MMARY:
Turhidity monitoring during construction: hydrographic! walcr quality monitoring of Clam Pass.
the interinr wutcrbodies, lhe adjacent beaches. and the Seagate culvcrts; hiological monitoring
associated with marine turtle and manatee protection; and, lung-term biological monitoring of
the Clam Bay ccosystcm via fixed vegetative and benthic surveys.
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
73 of 371
FDEP Permit No,; 0128463-001-JC
(Pre\'iously 113049919)
Page 19 of 21
COl\IPLlANCE TR..\CKING SUl\IMARY:
_ - Commencement of Activity Notice- Due at leasl 48 hours prior to commcm;ement of
aClivity, per General Condition 9.
_- Project Completion and Certification - Due within 30 days following subsequent
dredging events from a Florida registered engineer, per General Condition 11.
_ - Preconstruction Conference- At least 1 () days prior to commcncement of activity. per
Specific Condition I.d).
_ - "arine Turtle Monitoring Reports- Repons due annually that include compaction
measurcments, cscarpmcnt survey results. and daily survey result... per Specific Condition
")
__ - Written Dredging Requests- At least -l5 days prior to cach cvent per Spccific Condition
\.g ),
_- :\Iangro\'e Tagging Verification by Department Staff- Must be done prior to trimming
,1r r_'moving any mangroves. per Specific Condition 7.
_- Study Plans- Due within 120 days following permit issuance, pcr Spe\:ifk Condition 11.
_- l"pland Water Discharge Reduction Plan- Due within 3 years following permit
is.';uance, per Specific Condition 12.
_- Turbidity Monitoring Reports- To he conducted twice daily during constructlOn and
submitted weekly, per Monitoring Required section.
_ - Water Quality Monitoring Reports- Due annually, per Moniwring RC<.juired section.
_- Hydrographic Monitoring Reports- Due annually. per Monitoring Required section.
_- Biological Monitoring Reports- Due annually. per Monitoring Requircd section.
.-\GE~CY CO:\I;\IE~TS:
FJonda Dcpanmenl of Community Affairs- May 23, 19lJ7- No objel'tions.
Florida Department of State- Division of Historical Resources- June 23, 1997- Provided specific
conditions to protect potentially historic sites 8CR476, 8CR547, and 8CR576.
City of ~aples- July 8. 1997- Suppons the project.
I):\RTIES REQCESTING NOTICE:
\1an~nH'(' Action Group, Inc.
Save the Ba\'s Association. Inc.
The Conservancy of Southwest Florida
Clam Bay Subcommittee June 17, 2010
VIII-<4-a New Business
7401371
FDEP Permit No.: Ol28463.0H1-JC
(Previously 113(49919)
Page 20 of 21
EXCCUled in Tallahassee. florida.
STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION
~&.G~~
Kirby B. C\{cen
Deputy Secretary
Copies furnished to:
Bob Brantly. Bureau of Beaches and Coastal Systems
Jon Iglehart. DEP- South District Office- Ft. Myers
Kalani Cairns. U.S. Fish and Wildlife Service
George Percy, Fl. Dcpt. of Slate
Keri Akers, R. Dcpt. of Community Affairs
Andreas Mager. U.S. Dept. of Commerce
Susan Gray. SFWMD
Stacey Cowley. DEP. Office of General Counsel
E~tus Whitfield, Governor's Office of Environmental Allairs
Chip Clough. U.S. Army Corps of Engineers
Mac Hat\:her. Collier County Guvernment
Collier County- Pelican Bay Services Division
David Guggenheim. The Conservancy of SW Florida
Dan Spina. Save the Bays. Association
Kay Potter. !\1angrove Action Group. Inc.
Hilburn Hillestad, Environmental Consultanl- An'ida
Dorothea Zysko. Wilson. Miller. Barton & Peek. Inc.
Karen ~1o()dy. DEP- Bureau of Protcl'tcd Species Managcmcnl
John Iliff. National Marine Fisheries Service
Eric Staats, Naples Daily News
John Mac'kic. Becker & Puliakuff. P.A.
Permil Information Center
Clam Bay Subcommittee June 17, 2010
V111-4-a New Busineu
75 of 371
FDEP Permit No.: 0128463-001-JC
(Pre\'iouslv 113(49919)
Page 21 of it
FILING AND ACKNOWLEDGl\IENT
FILED, on this date. pursuant to Section 120.52, Florida StalUlCS, with the
d~signa d Department Clerk. re.ccipl of whil:h is herchy acknowledged.
~
Clerk
Dale
Recommended and writ"'n ny: '7'~
~ pages allached.
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
76 of 371
Original Permit Application Drawings
~ ..
- ~ \'~\L, ....,..~..!:ICjh~i
1 1 ~~-,."'''-'~ ~ ft~ '1i~
\ ________'. ...~., <:"."....f\,! I
!( ...i\---.::.\,....j;;\~2C
"~.. '--'::',~ 'EI/",,-\".k~ \-.-:
- -," .L,'=~:", J~2~~;{'~~~,
. ---'--.'----,..-1-';:- - ~I +" r 11/ ': = I~
-;" ---i."",( ....Il?? '0: .,
\ .. \ '. )'c::'I' , \6~'S~,,~)\ ..
\ \ \ '. \ ' ... !~_ r;(~ ~ ~..,-) ///""
,,1 \\\\\ \\..,\~-:L ~~J,:~~fC~!"'b
~- \\' ~fl~f~~' 2---J ~ 11~C~:.U . I:
! \0 '\:' 1., ~-_!__I....",-;"-::'.~..
,,. ;:~\'!~~~\.\ ,~'
I
\ \
I
\'
\-~U:dt"Tbilt
.. .
!<
-- ~:"
:,7
4
C!(!!1l {lux:!,
1_-
d-(,' iZ S f(,
t',t' ,
"-
~
I
'...:\.
.
..If>
.
,: .
i~,~~f1j
,L.'llninllil. ;\,' ;' ~,. . . I
\' :,:_: .:: ' '''.I
l., ..- .
7. 201~
)
I
..'
,',:..
~ ((ISI1.
.,
.
+'
, .
. .
, .
, .'
.' (\(.<;1'
o
,:.
'\
"
, b
(-?-I)n;
.....~/..:.:
,
\onh
""
::-
"
-<,';
.
,~~ ~
ja
.
"
-,
. .
.-'~~
Historical Sites to A mid During Construction
Clam Bay Restoration Project
FDEP File No.: 0128463
',1-
. ,"c_..;
.,.,1'
.i
, /: ,~.:;:?)<::;
'1:; . ..),
.....'.,j:"",'
r" ,
1!lt >- ,
- ~ " ! j ,
I I
~ I
: : ..
:
- :
:
'J', "."
;;o~~;:;?:;"':Ut: p."r: Mimi
.:-"~:c:::F5!~ct: t~",:L-\>i ,.il.,. ,~ :
.~ "~"~~ ~ JUCB - 1997 :..
, I-"'~
~.~';~. ~"~~=~":;;,EAUO r ~EifJ!!;;r_;~
i>'~- "-~&-CO!lSTAt SYSTE~!::':
_:~~_':cf~=; ~- "~, ..
'cR lll1 .
Clam Bay Subcommittee June 17, 2010
Vlll-4-a New Business
7801371 SLER 0818
PERMANENT MANATEE SIGNS
INSTALLATION PROCEDURES
-".--
_.......--,..-.~.~'"'>;O~
-;.~'~.'-=- _'~' ~., .- :.~r,~~
/ ~ _ . ___ J ~ ~_. _-
/j.-:_ "...--. . - ~4 :' .~..;x:-- - ~,~_
J" ',-" . - :.- .'&
II _ r - t. ~,.......... .."',r \ ~
_' -. I'''; \"., {..~ ,'~-- ,~,~
?....r'I'"n-...,.'---! ". .. ,.t......;: .... "" '.J' .~.
r-Il-_ ~......""- -,v\'., ..,,~. ~I '_
~..' II, ~r_~l '/' " .,\1"" ..:/. .~.
,I':'" ~~ ;..<';'~," ~~v~/;. ~ "'l\~" ,,-,~ ,.-: ~ - .. .~,
,,:;r~ ,,-....... '~-"(____'~~__:-~'.1 ~".:"'~"(l,:-~.' ."~\
1 ':'\ - ~ I ---r ~ y, ,,~ <--~4 ~ . '\,
". .', _.... "__:-~ \ ~"':"""'o'\'''';l'' "',
'_..... . l"'~ ,,\",. _ 4'" fl;:'~-' "'-_'" t 7.-.'::: -:-1l~ ,.(',..... '
<", -~.;ro::.", .~' ~\\-," .. ~ .~_( ,,'.t; ) "",,",'C-,~~~,~, . "~
- ."" ',yo- ,~, <'~, ~~"'~....~' '-"'a
.- ,w _.", "'" .. ~__~' ~~
,r' :p ,,=;:;", 'oj' " - .-- ;......,.
1.... ... -'~;",'""'--....':.\.<,41 ~"" )..
\.,. gJ '(.~I ~..::.--:---;-..-:'.,;;,.. \ ,,,,,,~~~"e..
. ..~c....-..,' ~"- ~...,~.' )
- ._,....~ r~~.-..
....:..-""":,,'/ '", C~::.=~""~.. ,-'; '. ~..
k~;f:~:r) ~%~'~:}~~~::>
".'...~~..., -
Tn2::E S::; t'.\'O tj:::;es cf ni2na~2e ~:,:;;:-,s t~:::~ r:-:ay be r~qut:ed. 1) "Caution ~"c.nat-=e Ares
,~:';::::' 2) "i\12nate-:: lnfcrmatjon31 Displays" (see 2.tt3':r.ed eX3i:-,Fies), The ti~i:::2; r'.1~~3:e:;
!~f;:r;-;-:c.::cn21 0:5:::3)'5 induce r.','o s:,~r,s: a "il.la:-:atee Fact S;;ee:" 2!"'.C "E2Sics f:::~ 222:e;3".
i~,e:;= 5:g:-'5 2re int~~ided t:J ii-::;--'::Z::s t:-:& S'.'i3ie::ess cr b:::::te:s cf the pre::e"l:e CT
i"",a:j2:e2S in t:~2 are3 ~rd cr t:---,e ~:::;:-i::2] ::-:r2~t t:C2':S ;:::::2 ::J t~e 3'1irr~2:S ',.i...:;:,,,,,
;:.re c:[:~'...3b:e if t:~,e ::::::~': ::,:e='~;C3:-:r,3 2nd
. . .
'--'.-'~~~-".-~ - - -...~--~-.---
L .;::;..''-'' c: -:;;:: ~_~, :". ,,:::,,..^:;,, -
~~'~;: rT"':~: C.,:; 2;:,s~'::'j%,d Cj t'~,2 C-e,~~~,'7'::;::f'.t. Th":.:':'? s
c c r,cr-r2~:...;!2::T/ T. r;~:~F:;.
Froce'2ure fer ,::',cor:Jv31:
----.---- -~..,..._-_.,~
ii',:;: :::;:.:;:;[ic3[',: s,~,::::,u:d fcr:.Z:if': ;: .=i:~e':~ s;:e pi~~n. ','.:,1 :ne
]::::C2.::::::;-S L:r
L: ::-,,~ E~;r2:~u of Pro::;ct'2d Ljsii2';;em-=~,t, De,s2t:mS:it cf cnvircnrr,er;:21 ;::r::~:;:i:r,
2:::-::' C:~:-ncr,I:,22i:h 6oLlev2::, r;;2i1 5:2:;,:n 2~5, T2Iiar:assee, Fior:c3 :::::~~. I ~2
Gppjic2n~ shou!d also Include a C:--,2r\. jnd:cating the laca::cn cf the facility i,i re!3ti:n t:
v;::i:er,v2Ys and cCL!nty location, and F--Ie Pe:rn;t 8i:c/or Le2se number 2sscC:2te: 'l.'ith ire
2. Tne 6ureau of Protected Spec::es ~.,j.;n3;e:T:ent will r2\i:e"',' tr,e pi:pcsed 5::e ;:i;:n pi3.::,
Tr,e 2p,:Jlicant vIii! be notified within 30 days IT the signs and locations proposed by the
c.;Jpi:cant aie un5c:er:;taole. Corres,:,encen:e \'hl be sent to cffsr Sl!ggsstior:s C:i t~ie ty;::e.
r.U:Tir:>:=f 2nd loc2tions
cays, t~e prcpc::eci s
or s;gn(s,1. If ti'",e a~pijcsnt has net re':e!\/ed a resf:or,s-2 \,',Iithin :"-'
s and their !cc3::cr.s .should be ccr.s;de:-ed a,s-prGved
3 if d__!ring 3 site visit, apprcved s;1ns 2'....id their loc8tions are"found not b be in
2::C-"'C2:lCe v.rim the ins:ructior.s ;:-.15::; in th:sdoc:Jr:lent, failure to follow thes~ c:rec:icr,$
may require relocation or <3cditic1 of s:gc~
,
.'
RECEIVED
FEill; r:g3
ATTACHMENT - Mad1 15,
.. .^''''-
J-''''')
S'JS l~~;QS & :"'J. HE:)
A:~2=~~e~~ ~. ~3g2 '
Clam Bay Subcommittee June 17, 2010
VII14.. New B~it'm\ 0818
790f371
PERMANENT MANATEE SIGNS
INSTALLATION PROCEDURES
(continued)
IQ;;!1:yctions fQcJQ~ation and tyoes:
FACILITY TYPE/SIZE
SIGN REQUIREMENT
Private, Commercia!, or Public faciiity
<1 J \\'et or cry slips, for Dermanent
rilocring
No Signs ReqCJired
Pr:V2te, Ccmme:c:al, or Public Facility
v,:it;--, 5 or mere ~iips for t~mJ;LQLqry
r:1:::rir.g (in ass::Jc:aticn \vith upland
_ rest2'Jr::nts, charters, EtC.)
Mar:atee lr;~cr:T;3tjcr.=i Dispi2Ys
Pr1V2:e, C8r;-;,~~e;::21, or Pubilc fs::ii:y
\'.r::;1 lC-I~ \'.S:, cr/, t:;::,;:::r2rl ,;:r
Cau:::n ry:2;~;c:e~ ;',;"::3 S ,2
:.:::::: r,27: ;:"':',-2:"2 cr F:..::; -
r.,,12'"'IS::::S !-::r-~2t;:~.:::
~e;;Tal,e;l: s::cz
, .- ~> .'; ,
n.. ... ~_'
cr
C21.1:;:::rl r':;2..~,a:ee r\~e3 Sigris
,3~ci ~.~2r.2:~e hfcr:T:i;:j8~S! 0 isys
cr P:..J::,iic f3Cil:~/
,... ::..r--c.:-;::
~ - -,,~
f-.:s:-,::::ee lr,~::~~::;:::T,2i O:s;: i'7'iL:S: C'= I:::=te': :.1 2 ~~:-:- .";'2,-,: :::=::::~, S:":,::l 2:3 rs::"
\'.-'2ik':."ays, C::::k:i;3s:er re5:~:on~s cr feet tr~fTic .:::::::::5 r:><~ t: ;:~e~s,:dcck: f:r
m2x~m~m v:s
C2ution Ma:"'la:ei2 Signs fer cocking facilities should be pieced en land, vV8ikways cr
cecks, Th~~e signs should be oriented so that the beaters L;srng th:s faciiity \viil ce
r5Tiinded to '.v;t:h fC'f manatees vihi1e b02:i:-:g. These s:;ns ere net required to i:e
~:3:;;d in vie's fer tri2 genera! boat:ng pubiic. If a fee;!it'! rl2S s2,sarate cocks vvith
S~~er2t2 ac:ess walkways, a Caution Ma;;s:ee Sign s;-,c'...::d be ins:aiied near each
v.'ail\'/..'ay or co::k, Permanent manatee shouid nJt C2 ins:3iiE<J en pilings in v.'a:e;,
cr C'= 2::ac~;e:: to r:avigatlonai marke~s, or in Zlny 'Aay
navi;~aticn.
RECEIVED
FEB 15 1996
SUSL~"JCSSE"l'JRES ATTACHrv1ENT ~ r~';arci',15 1995
A-:3Chms~~ D, ~3ge ,
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
BO'!\il:ll 0813
INSTALLATION REQUIREMENTS
for Permanent Manatee Signs
(conti,", 'e'~\
..".... ....;
Approved Sian Suppliers:
Both types of signs are available through the companies listed below and may also be
available from other local supoliers throughout the state. PermitJlease hclder~,
marinas, and beat docking/launching facilities should contact sign companies directly to
arrcilge for shipping and billing. '
Caution and Informational Siens:
Cape Coral Signs & Designs Inc.
1311 Del Prado Boulevard
Caoe Cera I, Florida 33990
JADCO Signing Inc.
708 COr71merce Way
Pest Office Box 911
1-,SCC-:,13-SS~2
,Jupiter, F:c~ida 3345-5
1-500-432-34C:4
813-772-:.~S2
F,A",\ ::' 2_772-S0~2
4C7-7.!7~-':C-:5
F":.l, ~c:-;-~- ..!..:.~=SE5
i:,u::i:'::Fj~li Su?;:::,iy 2nd Sign CGm~'2:lJ'
,:::::2: C~:':= :: :,\ i i
ri'2','j Ciry ~;g~1 Campeny
22~: Ce~lt~~i AV:;~lLe
0;2,:,'25, r:C;~C3 3,;Si'.;9-17S5
~ ~:='C-:::;:-::~E
St. Pe~e~3t;J~;', FL 3:-5;'13
~ 13-2'22-":'23:=
-.'" ",..,-,
01-:-:"::,'>::: /
F,':_X 5 I :-:2~2--~,::~S
F,;,~)< 512-32;-1:
:i
RECErvED
F F R 1 :; 19S6 "
sua U\CS & UN. RES.
A TT ACHMENT .. /V!2r;::,1 15, 1995
A:::.ac:"',.ment D,
f:5;2 3
WEST INDIAN
MANATEE FACT SHEET
Clam Bay ~~C9'jlmi~ee~4!'e 17, 2010
VIII-4-a New 8'usines~ j ..... ',)
81 OT jfl
M."u'\:\TEE BASICS
FOR BOA TfRS
;: ','r!)l!'"~~
, ~:c,',::~1~~N~wu,}l...uo~~
----
........_-.;.
--
-
,...,-.....L,.;.""_'-
'--~-'""'-''''
~:.;."<;.;;.>..c::,,.l'<'
~::~:::~: .,~~::"'::;:-:~~.;:~~' :::~.
S"'Ii~ ".11"
.. _"_~'n ..:~':~',';;::.:',:- ,.,:;:;::':;;.;:::............. r.
r:\f.:'e;.~"~
~,;:..:."~-- ~ ""::::-:::::"-::"
---"_""'\,"I-..~....~--,- -
::::::.'......... -- ,-, _ -... ,,- -,~
r'-"'--""".--."""""'-
,......A.~-:;:.;:.;::;
---.--.-
--.-..,-
-....-,---
-~._---
- --~,..---
1""1..'1 ,',;:':~-.1"
~~ ::;;:_'7:~l";;: ;::;::.-.: .::-...~...::
...-.......
'.-._-
....' .:"
a.:;.4~~~~ .,~~,~..:'~:~'.~_... -'0. ._.~,~
\>=~~~t::-:.::;.::=~;;=~ ~
,-:;...._..:.~. " 'v'.. ".
\..:-
I"_''''''"~;
;::; ~.;7:.:,:.-:..":.~;::~;;;::..::'==---;:,.
. ,.......~
~ ."-"'..oo:-r<;.....,.""""
:==-J~~~7.~~;;~ :=
~......:__. ,..'tn"',........~-:..',.;;.;.;...-"".~_,.,"'"--._
-.-......_~....,.,."".,.f""____r..~'_'....__..,
~'~j':.:-n~';:~;........_..._, _"'"~_
._,_.._...'-'''''....,.'..'n.......'..~
-''',:-'. ~_~I- '<,,, ,~.
...._-,.,.,_..,...
~~,:1' . +',
._~--_.
~----
-.-.--.
:::':-:-.:, ':..'::~~:,:,:::-::-:.~' ~.~-"';"...... ...,
~ ".,.,,\ ~ ,-,
---.----
:..:: :-. :::-.-::~:~
-------
l ;;,
1'--- .:;:=~:~ ~
c. -' '""--- -
~ ._-..... "'-
- -".-- ~, ~"
,.~,~ .
.'
...._ 1.;-
;;;- - - --
~_.:;-. --= ~
_:::::,::-;:-,?"::::::-.3.l
c- ;;;'
------,
:; - ~... ., -
:c - , .- -.
----~..~..:...
--.--,.-'----'-'.-
-~._._---'
"'-
"
:!
RE:CE:fVED
;:,e'O
. L '-'
1 - 10
-) _96
SUt; LJ..NCS ~ f,t"J
~ _;1>' ,;;;r5
Ca~=ic~ ~:~~5:e2 A=e~
ATTACHMENT
;"~1=rch
,-
... ~'"' -
, ;;;:;.J
~..~,.., ~
- ,
'. .
:.:-j-2
No... 06, 1997 - 1l5~:OJ O\DWG\OlDJ\PROT -'1.d..~
Clam Bay Subcommittee June 17,2010
VIlI-4~a New Business
82 cL1I1..-
\
L)/,ENSACO A
PANAMA
FJ,~OJECTj
I LOC^-T!Q.~
)
/L~ \
o '~EE ,
_~1
'T mm \'
,7/
L--0J
//
KEY w t:'~..... A-~
, ,-,_I ~
c3'
/
/
/
/
/
I
I
/
/
---,.:........-----/"
LOCATION
MAP
I PR~~ECT:
i APPLICANT,
I W I Lp~9"'"tLt.J~:tLb..~ E R
SURVtYOBS, WO$CAP& ARc8lT!CTS .t: CaIUl1lUCT!OO MANAGERS
YQ.SON, VIUl1. lU.ItTO<< a: Pt:D. ace..
!~ll." u'n_, Il:<U~JIl."In.. nonu :Kl06-al\01 P'ho.... lOot'l MI....~O ".. (Hl) ~-C1'l'UI
CLAM SA Y
PEL/CAN SA Y SERVICES DIVISION
OA.TlPR., 1957
R[VI4CI:
1197
FU'-IO:-------
PER-79
SHE(11<<;):
r Of" J8
""'""
COLlIER
$[(:<4,9 ~ ftC(;
495 25E
t1'Mt:-.
N0102-0BO-OO'-ERPAP
ORWM [fr wP NO.
L.M.8./9'B
~
.
c
~
!IIIIl
I
MIAM!
Figure
1.1 (0)
STEPHEN 1oI[.1o.N5
flA" REG. ;5664'"
Nov 06, '997 - 11:53:049 O;\DWG\0103\PR07?,dw9
Clam Bay Subcommittee June 17,2010
Vlll--4-a New Business
_ 83
?:
I'l
><
-
o
o
\ '
\\r--
\ \
~\
\
VAND[RBIL T
B[Ae H
,90AD
~
.
GJ
C
\
"Tl
11III
I
o
"Tl
-1
<(
0::::
1-
I<?
<(
1:2
<(
1--
,---
<::J-
~~ 1992 DIE-OFF AREA = (7.4 oc.)
LOCATION OF 1992 MANGROVE DIE OFF AREAS
, -
I
I
1 PROJECT' CLAM BAY Figure
,--_."._-
I APPLICANT: PfCLlCAN BAY SERVICES DIVISION 1.1 (b)
I WILSON COVO/TY" I"'N>
COLLIER R.. 1951
LEWIS ENVIRONMENTAL SEe; "9 ,,,,,,- w;:[;. Il:(V/~'~--~-
. ~~ 495 25[ l' 97
SERVICES, INC. PROJ(NQ. ~"""
NO 102-0BO-OO 1-' ERPAP PER-79
MILLER PItWl'I l'lY/t;,il> NO, SHU:1NO: STEPHEN ~(}..NS
L"8/918 2 '" J8 flA. RE.G. ~6&"",,
Nov 05, 199] - 1~:55:.\8 D\OWC\0103\PRO ),dwq
Clam Bay Subcomminee June 17, 2010
VIlI-4-a New Business
84 of 371
VANOE:RBfL T
BEACH
ROAD
~
~0-
G)
C
\
....,
I....J
Ig
,
1-
o
....,
~
I'l
><
-
()
o
~~ 1995 DIE-OFF AREA = (29.6 Oc.)
LOCATION OF 1995 MANGROVE DIE-OFF AREAS
CLAM BAY
APPLICANT PE.L/CAN BA Y SERVICES DIVISION
i WILSON
, .
I MILLER
L-
e~ COLUER OA):PR" !991
s.tC: 49 --fiiii\ 1fG[; """
, 49$ 25E 11 97
CTIKI,- - I.lNO:
NO T02-0BO-OOl-ERPAP PfR-79
c-.. 1fT/~WP "';:' 5H(['1 NO;
Uoi.B./918 J Of J8
LEWIS ENVIRONMENTAL
SERVICES, INC.
~
.
-
I
,
I
~
,
rlgure
11 (e)
STEPHEN "'EmS
FLA REG, 36644 i
,
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
85
NO'o' 05. \99/ - 11;~6:Jj t):\DWG\O\(L~\PROr i 0"'9
s:
f1l
><
-
()
o
VANDERBIL T
~
.
!IIIIi
I
GJ
C
\
""Tl
--.J
o
""Tl
I
1
,
I
I
I PROJECT: CLAM BA Y
APPLICANT: PEL/CAN BA Y SERVICES DIVISION
1m FEB., 1996 DIE-OFf AREA = (8.9 oc.)
TOTAL DIE-OFF = 45.9 ac.
LOCATION OF 1996 MANGROVE DIE-OFF
AREAS
r:-igure
1.1 (d)
WILSON
. .
I MILLER
~--_.._-
COlf(TY; COLLI[R 04~PR_, rs;91
LEWIS ENVIRONMENTAL "C.~.~. "'" 495 ..., 25E ':'i'/~
SERVICES, INC. ~fO;:080-001-ERPAP .ll "tER-79
~ fIf{DIP 11IO. Sl;(ET NO, STEPHE~ ~(ANS
LM.B./978 4 Of J8 f1.A. ReG. .36644
r'
---:..;.r 1-
Clam Bay Subcommittee June 17, 2010
VIll.4~a New Business
86 of 371
(,\ ,I
',l~;::
J-.'X\iC;,j
c ", "','~
(j.\i ;:';'.":..V
r,.,',,"',
~ J -;
~, ~,~.., ^. "''-0..;'
~:..U' Il."/~',~, H"
C('Vo"c.,.....
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
87 of 371
~'l~.
-
0.,,1;:;;...;
-."'.-'" ,',,,,,,,,,'.,,,-,
"".._~.-
"""'-'<Mn..~
l ]
"L';"" f.,.'/:_""
Clam Bay Subcommittee June 17. 2010
VIII-4-a New Business
88 of 371
,
".. I
-
z-
~
;;
(
-.'.'-.C.'.'i"
~'''c'''',,<<nr,''''
,'""".,,,,
",-~,'.A'< ;;"/:.,'''' >j.>.
~I
i
I
I
I
I
I
I
I
!
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
89
Nov 06, 1991 - 12;04:04 D:\DWG\Dl0J\PR07 '9,dwg
ow"--__
\ U~o
WIGGINS I
PASS .
---
(
iNNeR
ClAM
BAY
r!J
~
. TIDE GAUGE
o TiDE STAFF GAUGE
. SA!.INiTY
o CUR'i[,NT
SALINITY AND TIDE GAUGE
FIELD STATIONS
PROJECT: CL".M SA Y
-,-.-.---
APPLICANT: PELiCAN BA Y SERVICES DIVISION
Figure
.3.2,.3,1(0)
WILSON
.
MILLER
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
COIJf<1"r, COLLIER 0A.1APR., 1997
stC:".9 ri9: lICE: ~~
n 495 25E 11 97
NO ro2=-080-00 1-ERPAP PfR-79
~8'I'/f.MPNO. S>lEETHO:
L.M_B./918 B (Y 38
D. T. TACKNET"
FLA REG, 20538
O'"C \0, Ig"17 1 '~~;01 l.I\DWG\0103\P(W;, ,.19d.~
Clam Bay Subcommittee June 17, 2010
VlIl-4-a New Business
90 of 371
_._----"'-,..,...~._-~.,._--".._-,---
~--
--
8
5
\\
~~~ '\ c5!Y)) (
(\~ c-'"
I!~I~~)
1\1 V
,\
II OUTER ~'
, CLAM ~
9 I B/,y
lie I~-- 1
r dJ_
\" / -"\ \~-
i C_~"
, \
I
II?
I~~
"r)'--
J_
L
2
',',
EXISTING AND PROPOSED WATER QUALITY
MONITORING STATIONS
PROJECT CLAM riA '(
APPLICANT: PELICAN BA '(
WILSON
.
MILLER
SERVICES DIVISION
Figure
32,'13.(0)
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
ctlO.I'iW, COLLIER
SEC: .,9 ""'" 495
..,.
NO 1 02~. OflQ,,:f!.9J:;..FJ!PAP
~fJTi[oi"N'.l
"'');PR.. '997
RC(: 1I(V1iQ:
25E 11 97
ru::Nl'J:
PEt? 79
StKO NO
9 Of.38
0_ I, IA.CK"llY
rLA REG. 2058:1
o
;0
N
"'
.
C
o
,
.
.
" ~
E .
E ,~
8 ~
DCO
o .
'" .
~z ..-
CO.~
,M
~~'O
(350;
~
<<:
..J
a..
h
<:
LIJ
:,;
LIJ
(.:J
<l:
~ ~
" <l:
'-
... :,;
... ~
LIJ 0
0: h
::, <<:
~ 0:
"- 0
h
0')
LIJ
Ct;
>-
'"
CO
:;;
<<:
..J
0
'"
M
'0
Q
1"'1."'.01 l
.,...J1, '''..
~:;'(L).
'cn;:'~'
I""m' "
,,,,,,:,:^,,,C:: '
. ':'" .;Fro' ,
L .,1.\.., I
! '
II
II
t,
.
.
z
Ul
w
'c
C(
UJ
Q.
0 QJ '1
,
('J
g rn '" '!! en U5 :;:, ::;
u 1:: '" C en ~
-or Q. cD [is '<D l= '" '" n Cl
12: f- w D) > c
0 ijj f!' '" '" 0 m
c' '" :J .9 :J >
oul Q) c U ill 'c5 '0 (jj a ~-I if'
, OIl > '!! .Q I", U ill > 0: C,
<D C C5 1 0 c 0' ou ;;~
c 0 '" 'm ;;; c is. 0 ii c c :2' ';'~
E 01 en ~ 'E m
LL -= ' D) ou E '" ~ ,
:J U ,m 0'
a '" D.. " ou c .
~ a <D <J) E .c n: u ~ 0
0 0. en rn
Vi m i!! (11 -~
'" 0 ,
u 0
D.. U. 0. !~
Ci
~
5
6.
o
0;
N
,,'
~
C
o
,
~
~ <Il
E 113
E .~
8 0
.0",
~ ~
~z ~
~'?~
E:1 '0
G5~
I-
~
UJ
::e
UJ
"
"
~
'"
::e
~ct
l::!
'>
.; ~
LU :::..
C( :I;
::> V)
D UJ
u: C(
~
l::!
~
:;;
n:
o
l-
V)
~
I
ro
c,
'0
:",'
\,m'
"
o
~
I/)
.L,~IJ-~.
,. i I i
! i I
-c~~~~1
i
I... '01 ..11
.-' 'r'll . i" i
-r- -----:----;--~-~!
Ii ,i: I ' !
: I ! i .
i-ITI~-
I . 1 "i
-II 1
"It.
1
g:
'"
W
Q.
-- T-
i/"
,_ I
': '
...,....... .....-.......-
~' ~.I - cl. I c
'2 gl Ie -g,'- Ie ,2i , lei 2, c is
o m 0 (\j, .9! ~ i ! ',9 , ~ 1 ,Q::..~
.~-~, '~, ~--"-E~I J~ ~~,~:-- -l~l~~'Tf-- E~Li---I'--~i~i-:E~
. .1.... C -Ie 2."-' I"CI---
__~_-r-~m~~ _~ ro €,~I _ ro -S-~--- .i rn....~'...!l'.. m:.._. fO!€I.!!'
I P'l ~ I 0.,' p1 =1 9- : en =' 0.., 0), :::'I : 0..1 , DI:::'I Q
- - E - -' I '- - ~ I '- '...... i E: ", '-..... E
'OV)'_I o !(j) '.:= 0 (j) =.' 0,(1),.=..., 0,. U), c-.
I '__'_' _._ ___.' ,-..-._ -."- - - - -
. .....c-..,...~.... -r-r ...c... ..~..-.-
'0 '
-- -~ CJ .--
C)"
Q..:
8i
I::T
I'i
!~
'a3
Qi
Q
~
~
"i5
~
o
z _S
>.0)
'0
::>
:Yi
Qi
0>
"
"
(Q
~
"
; !U
$
'0:2
'~.)ii
<is,E
!t:\ll
j<:{ '5
! c:: ,0-
',0,(1)
~iQ:
N ......!c::.
ci g,U2
z ~i~
>, ":;::
'0 '"
'::>
~
Ul
'"
~
mi
0:
<<:,
,
i
i
"
g
"5
::--"
,
- ~
..8 Q
OJ -
~!m
r.:!E?'
1::"
-S:,\....
U)' a
0'/"-
s.2
l.D t>.li.::c
o iSI3
,z ::>,
!>,
'0
::>
1i5
I' '"
~i~
1 OJ ,(Q
:!I,"
V).,Sl
'~:o
:w.....o
I i~s
!~i~ ~
:oim 6
'z:Q3 G::
>.0::
'0
I~I
OJ
<3 Q)
.t:~
;:::
ii3
(Q
G') ....
S Q)
l.) _.-
o:;t:::.;;:2
ol~I'~ I
Z :Q~ I il) I
>>: Q
'0
,::>
,~
Ul ,
2
OJ
$
1'2
\,()I::J
I ' 0
~\.9
>.
'0
::>
1i5
0,
~
.
:3
~
,
s
u
<
;:;-
"
Nov 06, 1997 - 12:07;5J D:\DWG\010J\P: 12.dw~
Clam Bay Subcommittee June 17. 2010
VIlI-4-a New Business
93 of 371
()
.'"
i
!llIlI
I
o
o
~
--
,.
.."
PROJECT
LOCATION
7'
.~
rl
?:::
~
,
S II j
iJ 1;\ \ n
--..:.::::_""-----_.......----~"..
,i i i
'--Il: i I
~ il~.
:i
I
i-
Ci
o
C',-Aj,( SAy
n
:::JI
I T
1-'1
I ;i
I
ir-o
<
"
L.;
'~
r
LOCATION MAP
PROJECT; PEiicA,~--BAy7CLAM E,-Ay-~SEAGA TE CUL VtRTS IMPROVEMENTS I
Fiaure
APPLICANT: PELICAN BAY SERVICES DIVISION i 4.5:1.(0)
WI~~~~~~.~~l;k~~ E R ~, COLLIER ."" 01/97
". "" "'" ~/~
15 495 25E
.-....;,;, HQ 010J81 ru: 1olO:
PE:R-79
! ORW!<J:I'l"!rwPl<<J. """"'" STEPHEN A MEANS
fll..lI01t. 1dLl..P,. JAJn'OfIlII"", IMC. J.C.R/JI9 12 '" J8 FtA.. REG. , J6844
, :ROO 8&11.,. ~".. lul'" roo, Ii.pl_ ,."....liII MI06-16C'r P't1.... IlNl) &I11-ofO.<<I ,..(lHl)"')-&711
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
of 371
No... 06, 1997 - 12;OiU8 O:\DWG\OlO3\PFl07f :h'g
SOrI.L,".I'.2O'1
-
1-
,$.CAnCR<.:D
$.i.NtlC(loo:EI>Il~-S
EX'STIN:; TRIPLE: ,1'
,,' ROUND
REINFORCED ~ ~
CONCRffi PIPE: ~ ~
(TYPICA!.) " "
~
,,~' ,'"
"
~. .,,,,,,,,. ~
"
" +;'
.....' ..!f?.....
PLAf\j
VIEW
/ ,,'51"G GRADE~ _ _ _ ~
.I ~~~------ --
___j_~______ I ~
SEAGNE aRM
/,-eXISTINC H(A!)WALL
(TJPiCAl)
- -'--------.---...,..
"
"
: ~
SECTION
EXISTING CONDITIONS
PROJeCT: PEL/CAN BAY/CLAM BAY-SEAGA.7E CULVERTS IMPROVEMENTS
APi'UCANT: PEL/CAN SA Y SERVICES DIVISION
Figure
4.5.1.(b)
! W I ~~~Sl~~~~~l;~~~ E R ~"
L Y1l,.tOII.tffLLEft,&\JlTOMltP'Dll.U'lC-
SI'OO ..II_}' t....... .,,1... toe, lhpin. norl<i. S410t0-1IOO1' Phoa. (1Nt) I4li-<<HO '..(841) 14S-/I71/l
"""",
O"'l~;
__2!LJ.7
Rt\IIIIO:
11 97
"'''''
PER-19
6l-I((lN(,}:
1J rx J8
STEPHEN A.. I.1EANS
FlA REG. , 368.U
COLLIER
lWf': RC(;
15 495 2.5E:
"PftOJECltCI.
0103 081--0Q5
DRWN t1'r/t1olf' PG
..~JJ21/JI9
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
95 of 371
!iCIU! \" . 1'_ ZO' J
-
1-
TuRB'O'''' 3ARR"R~y
//
[XISTlNG -RIPL[
24' ROUNO
REiNrORCEO
CONCRE1E PIPE
(m>,0Al.)
_..!rC'A-:7tf(tO
/SAA:;Cf..t~a.>.::;s
."
w
C>
:;
i1
'"
~
"
'"
~
"
~
/
.,'
TURSlJrTY BARRIER
"
PLAN_VIEW
'"-=20'
I ItVS7/,LL CONCRETE !-IEADWALL,
\- 3 - TlDEFLEX C!-IECK VAL VES
\ AND RIP-RAP SEDIMENT BASIN
\
MATCH (X!STtNG
BOnO'-l ELEVATION\,
~
TY--------= =
:r--
~EX'STING GP.AJE
SEAGATE DRrv::
/EX:ISTING HEADW~
(m>ICAL)
= =--------------..,.
"
-g-"-'l"-.-~- MSL
, , ---
:
TOP OF Rt::>-RAP
:C,,[VAl:ON .. (-).30
SECTION
I" .. 20' HORiZON'LA!.
N,T,S. VEfntCAL
PROPOSED
IMPROVEMENTS
PROJECT: PELICAN BA Y /CLAM BA Y - SEAGA TE CUL VERTS IMPROVEMEN7S
APPLICANT: PELICAN BA Y SERVICES DIVISION
Figure
, - 1 ( )
'-T.J. .\c
W I ~~g~~A~~l~b!:: E R ~o
N T.5. 1"lLlIIlf4i'lmU;R. ~ . "ED:.. Ul'c.
~_"Il.., 1.&"... ....u... ioo, Ilat"_ n<m4. Hll>>-NO'l' n-.. (HI) 14.~ r... {04L)"'~ 11111
covmv,
COLUER
1'W1"': RCE.:
16 495 25E:
~...""J.
010J-Q8T-005
~av/tlolP~.
J.CR/JI9
OAll'
or 91
RlY NO;
11 97
PE:R-79
SHW ..,
14 rs 38
SiEPH[N A.. !.lEANS
f1A REG. , 36644
.,_.. "" ,........ ...".",",,"'" .......'''''''Mt>,,,...'''C>rl"t,,''"...._
N"", or" 1997 - 12:IO~OJ D:\DWG\Oi03\PRO' ';.dwg
PROJECT:
I APPLICANT:
ix
v!~
~!.-
4''>1
>1 I
-12--
I
VARIES
'I
:1
,
'I
,
,I
,
,I
,
'I
,
:1
'I
,
'I
,
,I
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
960f371
Y WATER lEVEL
-1
-----------.....
,
,
,
,
,
,
,
,
,
,\
"
, ,
, ,
, .
,
, '
, ,
, '
"
In\~-,~,:,'"' ,,_ eo"
o
o
I
"
.
o
n
RED BALL -IPJ,IJEX (TF-2i CHECK VALVE
N.T.5.
CHECK VALVE DETAIL
PELICAN BAY!C~M BAY-SEAGATE CULVU?TS IMPROVEMENTS
PELICAN BAY SERVICES DIVISION
A COLLI[R
II' W I Lp~.g~...,~"sM, LkRS~ E R :"~:iOJ-O;'~o: 25E
SURVE'YORS. .L.VIOSCAJ>E ARCHm:crs I: Co~$TROCTJON MANACERS 0l'fWlj S\'" lIP "10
WUJOllI, WU..lnt IAJI'TON .. I't%L ~c. 9
~ WI.., La... 1\11\.10 flXl 11(,,1_ norl4a :MIQO-Ib01 !'boDe 1-.1\ "'-4040 ,.. (HI) 104'...!7~~__ _ _-!.!:..:...'? 31
t::\Al(;
OJ 97
""''''''
11 97
""""
PER-Tl
~,.o;--
15 01' 38
"'('l
cr,
.,
1
I
1
1
.-J_,
METAL 8~NDING
316 STAINLESS
43"
_._'------~----'
I
~~
//-1 ~,,~
/ I " \
: 1\)
I I I
\ I! /
\ I . : /
'- '.... ~ I; /' /
'- ! /'
~r
Figure
4.5.1.(d)
STEPHEN A. M(,4.NS
f'LA. REC, I J6844
NaY 06, 1997 _. 12:10;33 D:\OWG\O'OS\PROi "dwq
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
970f371
POS~~ 6' MAX. I
I n ~ FILTER FABRIC (N
~--~ST -- -it=-~ CONFORMANCE WITH
w ;'ro "" II · ,.. ~~ SEC. 985 FOOT SPF_C)
'" "'.'li II ~
o .- I ·
:i I 'I ~ . ----H-----
:s 4'::'.' ~H----------H---
~ '~l~ I J ~
OPTIONAL POST
POSITION ~
..J, PRINCIPLE "OST
;) 20 i POSiTION (CANTED
>=, 21J TOWARD FL OW)
"'~ '
'il
>
1
I
I
FIL-ER FABRIC
SILT FLOW
~
BURIED DEPTH
ELEVATION
TYPICAL
SILT q-NCF
! I ~ ,",,_
-----_.~-
SECTION
N.T.S.
ANCHOR BALi~S WITH
2 - 2" x 2" x 4 ' STAKES
PE'R g,\LE
;:'LOW
BALES
TO
dUll
l~
f~LAN
.. LOose sr'IL "l.AceD BY SHOVEL
2" x. 2"" I & L1G-riTL'::- ::;8:"!,ACTED ALONG
STAKE: " UPSTRcAW CDllc OF BALES
'i ./
Z ~ /'\
"l ';(S~~~~~~<:~~?(/" \.. FilL SLOf'E
~~ /, />-:v'>,v.\.'\Y:-.:y\. ",\,V}.:V-"; '\:
.. Si=-CTICN
TYPICf:i,L BAL[ SILT BARRI[R
.._...___.""",._"".",,,_.,,," "..._,_,_,,,,,.,,,,,,_m
N.T.s.
EROSION/TU RBID ITY
CONTROL PLAN
PROJECT: PELiCAN BAY/CLAM BAY-SEAGATE CULVtRTS IMf!.RQ\iEMENI!?_
APPliCANT: PELiCAN BA Y SERVICES DIVISION
A COV!iTY ~OI..Lf[R~: (1.1,1[; 03/97
W I Lp~,g",,~'HT~HSM tkRSL E R:,b~"toJ-O;,S_005 25< ~~tR-79
SURVEYORS. lJJ'fDKAPE ARcHI1U"fI . Col'fS'TRUCTlONNJ.Hi.CERS CJiR'Iffl /[wr> HO- SH([l ~ 5TU'H:N A. ~(ANS
:li:tOO e.u~ La...._ "'11..- ~. I(.P~:t:,':'W:-lI~:~ "',.t~ (~7) U.!-4Q.(O Pu IN!} ':'3-5711 I lfY J._C.R:L~.,__ _l~_~,_~~~c. '664~~
Figure
4.5.1.(el )
Mf
Clam Bay Subcommil1ee June 17, 2010
PLAN VIEW OF CONSTR'lt.rr(')M'3
IN PRIMARY CREEKS, CHANNELS & BAYS
Cf_AM BAY
PELICAN BAY
WILSON
.
MILLER
seRVICES DIVIS/ON
f'igure
4.5.2.(0)
COUi'ffi',
COWU?
Sl:-'~.g """ ~
~_ 495 25f
NOlO; 080-001 fRPAP
1iiWI. lJI',fw. NO-
LM.el~'!.......-
(>Io.k>R., 1997
Rtv--;;O:--""'.-'
1197,
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
-"'--""1
PfR-79 I
_,~ '-'-1
_!:'1,,,,~~
(j,f,TAi;KNE'( I
~'~.-~~~..:~
No" 05. '997 l;C,i!:OS O\OWC\010J\PRO; d"'9
-l
C.LCSt.:D CE.L.L SO', if)'\ f)CST (OPT!ONS:
,'LASTC rOAM. T x 4" OR 2 1/:"
FLOATATION (6"' DA
"Q'\')I 1"" L::l~ n,"':' \ M:\J VIA WOOD; S~FU I I
~ , , ,'" ~..,' -" 1 .D LS5/F1 M N) ,__ 6' MAX, .-j
Q
T['ST) W TH lACING STRENGTH) 6 ,~ I 11 /
, GROM"~.~bpr~ L~-=1l '/4. ,,~ -'~ -- - ~~r-
--- 0 GALVANIZED '- 18 oz,
FLOATING 1 URBIDITY '. _,.~L_CHAlN STAKED TURBIDITY BARRIER ~~~SF~RCED
-------I. '----.. ___ pve F A8RIC
(.100 PSI
rEST)
><QToU
\ rt,"~
__""'___ 'yt" \
\.----....... . (' ~ /"-
\ '\. <." ,<
" \ .f) () \
- ,.-- >T.~' \ \ ,.... '" ."
kfiJ" ,0 v"
. 'R' '-":) ,. ;;'
-,' ,-./ ;/-
L\;.o;r ~\~~ ;,
,,;;^'- ~R~:T_ IN\/0 f~
/A
~-7" \
, \
~"
:" ~ ~' ~m. (,.~:;:,[ ......n fOR ;.~;rr.. ~' OR L~$!)
:7 . ~. ~ (.o.:or'10"-'l p.u;Ol. fOR OO'rnS >~'l.
(;cJ1lT.... 10 R'f.AO< !lOTI"" 1J~ 10 Do'r!<:l 00' 10 "'}':'
r.o (Z) "niLe:; 'el BE US!:D fOfl OiJ'l'lS ~RU.n.~ '''-''I
'10 fl:.' U~:.L1;5 ,pt~ O~"l'< (~fll"""" VlOH;:"',c~
~A.I.(O rOR ,~ '''[ "JJ<S 00 AS DctRu,><;:O flY ;~(
[HaNriN
- liMITS OF
CONSTR:jCTla~
....--- ScmKE~INE
TieR,,,,,,,, EW!R',cRSroq ,UNI"NG
~:ll".AIIS .....0 11","- 'Rl~.s IliIr
Bl En~(R '1.OAnNC, Oft "'-M~O
'Y?'.'~ OR ANt CO"""....":J'l or
''l'\>(Sl....11'l'l'..J.,wrrl>lt
CO/tOCIlOIiS/-IlQI'nTCROSIOI<
CONlROl N(Q ....u:R 0<.i/0Uh'
~rQVH.titl:1>'l'S. tW:_CR
TYI'{(S)WlUOC..1Trw;
COffi~OPTlO<<U~\LSS
tHH~Ji(5PtC1'J(l)lNlrltF'1.N<5,
MOWfVU ""'f\It>ll ""t.l. Br U"<OCII
~\,~"Tj>,~(S)ooFn~~
~=~ =: ~ r.;MfO
SlM(D~(J1"(8IAA1[~TOll.(
~'1AU.W'H""'1nl~"OSmc<<
U~tLSS on-IC:_.!rI: o""ccn:o er
,..< i.liQNtcil.
,.D\If'l)O;'(Ii"'S .... :"."'\:,....tlll: M,"','-"!Gil
<Dt'lrc.....'o AAOf'W(TM'< ~:>IC><$.. 'H'
,"flfH"-'E"t'" 00. Hit "'l'.)t'R'U^"" >I';;;H''ji r:F 'I<i
DCSlCHfR """'L OC ',-<<!>OLE R:(;<;,P(;IN'....'.J':YOf '4
U'i[R, SlJRS'nr_H.:w'; r,lil 1Y,>( , ~"""'.l at ..5
_~T>l",."r["(;I,f(!l'
.
'TJi,SIO:TyJ
BARRiERS
.........
=~CY lW<","i\S >.'I( HI 'J, c.";E:) " ,"-, r.lR.w>,N! I~,J,cE3_i[)J.L:~(. B!-\~lllt=B_AF~~::J._,Cf\TIO~~S
ao:;.o".li " "'~-l~ R[",,""~l[5. '" ....rtR (lO"~
~lI"JI.'1't -'1<0 ;;.'..:;J>,K; (Ji '-"O-oJRS OC?t~)lS' ()Pj ,,~ U~
"noonr_s
) "'''';;Yli'kl r:>;' fIM<l'~,~ ,.,;<<)l;M "':", j()(:;'"\""~ >MY
v;.JN '0 "':;.;:0<.110',").1.\1: CONSfIlI.i<"l\lt< J~[AA"()N'.>
""""lC.Ono>!..n l>!0i.,11!t s:;c..r""N~ 1l...mMR W/l1hC
~:;o.YR'-"'QM ()f>(AAh~'S
TURBIDITY lJ/\F\I\IU'{'i
- --~-~---~- N.T,S
EROSION/TURBIDITY
CONTROL PLAN
iiROJFCT eELlL'AN BA TE CUi. vEf?rS IMPROVEMENTS ligure
'P C T PEL/CAN BA Y SON/CES D'VI~ION 4' 1 (e2)
~~'LSON A M I {~ER f:~w:"';~~~.-l5[ ~J97 .0.. J'
Pl..I.lOltRSj E_NVlIlOHlUI/T~NllUlT41o'TS. E/'IG1NtEle5. OlOJ-.081-005 P[R-79 I
SI;Il'/tYOR!!.LA/lDSClJ'J:ARCIiITECTS t;CUNSnUiC'T1GNft!ANA;;I\KS ~~_~__.'~'m~ \.HfV-~j ST[f'H(N A.. MEANS
"__~ I.oll*, _i:"~,_'"j'" tlXI, ~.,~~~J.u..:-I~ .el~~'L~!:.~"~_ ,.. (1U'1 ":>-"7!~,____~:!"l!L~____~ 11 ()' .2.8_L~E~ "5644
Nov 06, 1997 - ,2:~j:Jg D\DWC\0103\PRC 9.dwq
Clam Bay Subcommittee June 17. 2010
VIII-4-a New Business
99 of 371
+25:
+20 I I
Ij I
! I
+ 15 .---
+10 1-.., ....... L... . "
l-L l..J
....."'. r
+C'.:.' " . ... ---,--'-
I', GUl.F LOW
I 1 I
O-"v.; ~oo I>CO lLOO
-O,~
\ BAY LOW
I I I
fIGULFLJ,'GH
.........rt..-..." I'
... ......
--- j.......1 I
.~ Pf-l)SE LAG '.! BAY HiCH
'I I >. /'
....-...r.....--...:..... ....... .......- .
. ....... .t---"'I ,i '. . ..- -........
j I ~li A..y 801 L~veI
I 1 "'I i 1.. A", 0,/1 L.",
I I 1 ~;'.
"."~,-
.
.'
.-'
.- .
1~:OO 1100 H_OO 15_00 16)J 17:;)3 IB.OO 1'1:06-. 2Ct:OO 2~:OO
-1.0
I I I I I 1 I j ',...Ij-
I I T--r--j------ ,
"
I ' .
I I "
, .
I , I 1 T I I 1 I ".1
i :,
, ! 1 _.,4..'-
I I I 1 I I I I I I
-L5
APPROXIMATE MEAN TIDAL CYCLE FOR
G U L FAN DIN N E R C LA M B.A Y - J U N E
GULF
6, 1996
iOG% !
0f
/0
GUcF 01 J
MEXiCO
~ ./-U;~:'CLAM BAY-'
\'
,I
\\
50%
"'>:K
o
',\ '\
\.\',
\\ "-
INNe" CLAM SA Y ----\~,"-~
..~~L ----
to 2,0
30
-to
WATER SURFACE CUMULATIVE FREQUENCIES
PROJECT: CLAM BA Y
F'gure
APPLlCANI ,~tUCAN BAY SERVICES DIVISION " , , 45 2.(b) I
I WILSON I I""'~ COWER !""};PR, 1997 452 (e)
I 'TACKNEY AND ASSOC., INC. ~ ~ 495 ""25E ,;,;,';",--"-! I
IL MI.,LL ERJ COASTAL ENGINEERING 11~'~t~,o;"O-OO1ERP;;; '''iii'ifi,~ o. T. ''-CKN[Y ... ..J
__..,....______, .. L.MB./918"_ 1~__~__~~_~,~EC. 2058-:
Dee 10, '997 ~2':J~'040 D\OWC\0103\PR019S:?O,dIO'Q
-..-...,
\ ~
-Ul
Lie
-j~
o
x
~ ~
/1
\~
I
I
I /Z
II l 1 I , ~
\ \.-J " '
/ }J:;'11
II (~,,21
;/-:'9(_ I.
I (i "'10'\"
..... III
/ r?"
, ) ,.t/
i I;, /.)
r.j~ -u.:/ '\ N(.'.qTH
I~) ;~(f~
I /f)!~~iI~ \
) )<:::,"e,,,,,,,,::') .16 A Y \
\ / ~15
.1 / MAKH
LINE
::.:::
()
.J
)
u
ELEVATIONS ARE RcFEKENCED TO 1929 NGVD
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
100of371
MA TCH LINE
"/
" tj:":
-10
_\_~
: '"18
r'"
\ -15 ~'}\.. \.
-". ~~:~, Noom
-y..,\,~
\~" ,i()
-2.5 "\..lctJ
CLAM ",~ ~'i:
P.~S,.S;,~ 1'7'> ij1S .,
I C~ /-iJ I
o I~L
u I I 9\ '\." .
-- I I".) i
::. I ~1 ~2/\ 1'6 \
L, I (c\.-. IJ I
'., ) eLi" ~ci(.
I \.:.I
~~-
G )
/-1\'" .1.9 I
~. 1 . o~:? '{
ill ,'0 J
\L'Jfl c ~_ J
I lV-~\ "
REPRESENTATIVE WATER DEPTHS
:)iWJr:CT: (';LA^'! BA Y
--._-
!,PPLiCANT PFUC.'AN [JA Y SERVICES DIVISION
I WI.ON
MILLER
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
COl..Jl'(fY. COLLIER o.o.l~R.. i997
$fc;4grw:: RC(
"'}',, 495 25E; ~lv/,;;
PftOJEC1~ ,ftil<n
.j;f}J..2J_:080-00I-ERPAP~,.,.FER-.zL o. ~
()!l'JrN 8'>'/(.... 1oIU. ,\><lEl HO,
_i.:!-!_JL~~!!!-._"____L.__ 20 ()l' ~~__,_~~..
.
,
--
I
_..~_._-~
t- Iqure
45~2(d) ,
i
1
I
'''';Y.N[Y I
R[G. 20:>eJ ,
Nay 06. 1997 - 12:15:1. O:\OWG\OI03\PROi
I
I
a
u
x
w
:2
L-
a
:=J
U
dw.
\
I
J
8;03111
15%
Clam Bay Subcommittee June 17.2010
VIlt-4-a New Business
101 of 371
BAY
\
~\'R,O.)III
( 15%
I) ,
NORiH
i BO'WWAlJ(
" l. f"~~'
I 7.. K INN,R \
I( CI.AM \
11 RAY) )
!' m'1 'fl
..1.1.\ R-~.J"r
I'i \ 197. I
..\ .....
II \ 1,/"'/
~6'~d.\\
I /
, >
i ,,.
!~ 17
rl
I~
L-
a
L-
-...J
.::>
LJ
UP:\
STORAGE I
AREA
a
u
x
w
1
/
/
~
.
~
I
2
\
LOWER
STO~AG[
AREA
"'" '------~
P"'1.t;SI[
),I.IOJ:..E r710/
~'~~~"
CLAM ()
PASS ~
R;2.0111 ~(
IDCX ("1.//1
MODEL-1 MODEL-2
(UPPER CREE,'<S & BAYS) (S I OF~AGE AREAS)
I
PROJECT: CLAM BAY Figure
,-,-_.-
APPLICANT: PELICAN BAY SERVICES DIVISION 4.5.2.(e)
WILSON ClXJtIlY; COWER "''.l.PR.. 1997 4.5.2.(1)
TACKNEY AND ASSOC., INC. I S[\,~.~, n. 495 OCE, ~~/~
. 25f
COASTAL ENGINEERING N0102080-001-FRPAP nu: Her.
PER 79
MILLER DR'll"NB1'/t""'''IO. 5l-I(E1"~ O. T, T!\CKN(Y
L.M.8'/918 21 OF J3 FLA RLG, 20853
"-,--
~ SHEET 2
) 1#
r' ~ ~SHEET
I II
i \;
il /j
~ '-~;:::
'_J
~~~J
~~ OUTER CLAM BAY
Nov 06, 1S~i - 15:19:11 D:\OWG\0103\PR07' j""g
CLAM
PASS
~
o
u
X
L:,J
2
-'-
"
'-J
I' ;"\
l....J
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business
102 of 371
.
;;
o
~"-SHFC'T 4
) '", I,
I
~
SHEET :5
,/ I
L
['(EfTR TO FIGURES 4.5.2(9)(2) r,NJ 4.5.2(9)(3) FOR BREAKOUT SHEETS
ALIGNMENT OF 4A-4D CHANNEL
PROJECT: CLAM 8A Y
APPLICANT: PELICAN 8A Y SERVICES DIVISION
WILSON
.
MILLER
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
tOR pi::RMlmNG
PUi<:,-'()SES ONLY
Ficure
45/(9)(1)
"'"''''
Oi<lAPR" 1997
- RiYNO,
25E 11 97
<.E~
PER- 79
!.tt((11olO:
220 Of J8
O. T. TN;KNE;'(
FLA REG. 20853
COLLIER
Stt.:4,9 Tll1'; fl'C(,
495
cO' ""
NO t02-0aD"'OOr -ERPAP
1)RW'IIl:ff/(1If'1<KI..
L.M.R/918
Dee 10, 1997 - 12:32:51 D\DWG\OlO3\PR079L"B,d_'Q
SHE ET1
-l----
\
.
20- 30~ \
''''oOul. \
\~ )
\ D~-7n?1 -~
hoiodvle !
I
I
\ ----J
30-l.07-
} ~'~I~;~'/
3~;;~~:'< -~-zJ,:'
lsc?/I~_::; "
../j"! / r
~' l~ ''';7'/ /" \'
C~,-JJ~ / ~ ,
/
!1810UJle//
/ / \
! /(~ / / \
L
(
Mangrove
~
Mon':Jro~e
Tho105s,0
CLAM BA Y
,\PPLlCANT leAN 8A Y SERVICL S DIVISION
WILSON
.
MILLER
TACKNEY AND ASSOC,. INC.
COASTAL ENGINEERING
Clam Bay Subcommittee June 17, 2010
VHI-4-a New Business
1030f371
2
70-80%
Algoe
Covered
\
)
/
I
-----./ 38?
It" Reslqcled to
West S,de
f
I
I
,
,
lvIangrOve
--I
I
1_)
\ \
\ \
\ \
\
\
\
\ \
\ \
\'/\
<: 187-
Restricted to
\ We'" Side
\
'''"
\
\
Mangrove
Q.l.T;\'rR., 1997
Rt\l'''lOc-~-----
495 25C 11 91 _.----j
"""" . "" I
N0102-080m001 _JZ~!!...AP _. , EfR2!L__~
__ In'/{wP 1<1. '!:.><OT..o, I
__ L.M.B./9..!.~_,_"l2?!!--'!. 38 I
wv..l"r'
~-
40-S0~
Short Gress
AJgae Covered
!
~
< 207.
Po\chy
D. T. TI\CKN[Y
f'LA REG. :?08SJ !
"_",,w_.j
Dee 10. 1991 - 12:34:21 D\DWG\0103\PR07',,,:2C,d_q
SHEET 4
//-'
O. (
\ 10.'t
Snort-Algae \.or"
Covered \
r I \/ \
5HC% \ \ I Sh'o~~l;,;oc\
Hec~';i~' \ I I /,..._________. CovereC \ \
Soou1d \, -lll' \ ~. "\1\/ \---\
Mongrove \
/1 s~1o~l-~~~oe \
"'" , I \ ,.,"" \A
\ 5 - 10? \ \
\
'--
I!\ \
I i \\ '~;;;7. \\\
50- 7C?1 I /, " Soo,,,d \ \
s7::;~o I ' ~\ /-1
I ~~ \ \< S%
, ""~ ' '-J::OL;red
I
j ! I I Mongrove LO::-- \
I 1~2~ It \\ -/\
__ I ---- ." /, M""g;oyC L____\ "- ~,---,~-.--J \
~__\~l~~_- \ ~:::i;"~ ::o\;\~~"
~-----'l-
S-I'~ E' F~I- 7)1 I
'-~J
/
-
//
~ongrove
10-207-
Hewvily
S~8',jred
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
1040f371
\
o-,? \
,
\
/
-!
\
<:30%
Heovily
5coure.j
Mon9fove
12'::t
Mangrove
!
i
,J
F'IO,)[e1 CI AM 8A Y
---~_.,,-_.__.- ._-~~~'- -.,."...-..-..........-.-.-.-...- _._.._~~- ._"
API',ICANI PE.LlCAN BA Y SU?VICES DIVISION
WILSON
.
MILLER
~'t"
o.o.1Fw., 1997
1'1('1 NQ, ~
11 97
lX NO:
PER- 79
!>H[n NO
22c Of JB
-_.".'"~-'".._...._~.-
Figure
452.(g)(3) I
I
I
0, T. TACKN[Y j
_.~LA ~f:~,.._~~:~:,_
TACKNEY AND ASSOC,. INC.
COASTAL ENGINEERING
COLLIER
s<:C?"49 rwv, JtC(,
~ . 495 25E:
I>RoJCt:T>l(l_
N0102.-080-001-[RPAP
I)</W1'I ii7rwP NO
__,~_M.B.(?J~__
r--
I
I
I
\ \
\ ~ II
I \ (\~j
I I .
I I
\ /
8 \
x \
w
:2
,)
)
I
"
o
'"-
-'
::J
C)
.j
:R;r~
\~" 36
!
~~
~/ ,
V/ I
\::0j
~~0 \J
) ./
~ I
r
:\ ApprOXimate
--- Ending POint
CUT #1
_________ '01\ CHANNEL
7JC 1\ lINGTH
Approximate
Beginning
Poinl
Clam Bay Subcommittee June 17. 2010
\ ~ ::~~"1'~; \
! :i/ _> )
\ ,m ~, vl .
iSit \. ( /
\' /->';,L~ ~
~ N ~--:J \
~~~'~ )
R-37)
J INNER
\, ~:~ )
~ ("" r/
'1 I)!
li.~ (f\)\ (
, ' If?
',--~----=J ~ r'f1prOXIr:lote
I . I ~) \ E "d;ng ~o;nt
;":-jg~IT'/ // "~_m::"""_____ CUT # 2
~I~ ' ,I} ~'.~\ ;;~ ~Ht;~[!H
. . ti ApprOx;,'TlOte
r ! (-\-"~ Beginning
'! (1 ~) Po'nl
i i 'l /1
o
u
X
w
L
u.
o
~
.,
~:>
,
h
I
,
I
/ .J
V "-0-'"
Ij i"fLK;.;
/r BOARDWAJ(
'.\:.~~ I
--;\ )
;>lA
"\ ;;()
I
!
/
I
\
,
\
\
\
~
c;
A:J;:>R::;:Xlf.1......Ti:: LO:ATION OF sr~JIL CiSPOSAL ^;:;'E:/,S FC>~ CuTS l, ? (i. .3
,\t,J j\??R8XIMA'E l.OCATiON OF J'\R M()NljME:r."'-;
I
I
(
)
CuU:'
~ ----
SILT FENCE/.
~-IL TER F ABRle
DUNE
B~ACH
r~-~~---
I-~
TYPICAL SECTION FOR
SPOil. DISf'OSAL
EXCAVATION/SPOIL
CUTS 1 &
I
'"
ANCHOR
HA'" 3ALES
DISPOSAL
2 & 3
PLAN
--~-"~
I
I
I
I
.
;
,...
I
fDh' P::RMiTTiNG
PU?POSE.:.:; ONLY
I
I
I
,
PROJECI. CLAIA BAY
AP?liCAN, PEUCAN BAY SERVICES DIVIS/ON
WILSON I """" COWER i"^'lpR_ '9H
.. TACKNEY AND ASSOC., INC. "~~_QL:_?':;[;~/;; __
. _ _ I COASTAL ENGINEERING ")'Jo'fO;-080.-00'-E~.PAP. '"-" '1'>ER1?
._ MIL_~ __J"""'''I'';':8/91~__J:'2J''JB
Figure
',.5.2.(h)
4.5.2(k)
1
I
I
o. T. TACKN[Y ,
FLA REC. :(0653 I
No\' C6, 1997 - 1.5:~):29 D:\DWG\010J\PROn J_Q
&~ .-_ Appeo,'m",
.-- Ending PO:r"It
___- CUT #3
~ 10fl CHAN. "iEl
. 630 It LENCTH
,....~ . Approx;mc:e
)(~ 8e~i"1r\I!"';
~ Po,nt
\
\
~\ ()
~~ (I Al!\ ~);b
,,', -~, 'i:~ Q
''?i)!)!://) \
I~ SC\
i (i \~~ (\'\)'
I, \
I '\ r-- f'\
i I I 17 \ I
i /,~~; ! i
I r/ \---;\ \ )
MIDDLE
/ 8,JARDWAlK
L
~
APPROX1M4.TE SPOIL D!SPOSAL LOCATlO~ FOR CLAM PASS
(Si::E SHE::T 28 DF 38 - FIGURE 4.5.2(0) FOR D::TAJ'~)
EXCAVATION/SPOIL
CUTS 3
PROJECT: CLAM SA Y
APPLICANT: PELICAN 8A Y SERVICES DIVISION
o
()
X
I..~.J
1,,-
o
L
.__J
:)
(.')
Clam Bay Subcommittee June 17, 2010
VIlI-4~a New Business
10601371
.
.
o
~
CLAM
PASS
./"' CUT # 4A
30ft CHANNEL
2330 It LENGn1
L ~
'I \\,
J \ J~
/C~L_-_/
t'~' __M~(
\ i\ \ f, SC'J-;-H
(~ !\oo,"""
','I ~;\~__~_J
_ . au TER CL,~M 8M
DISPOSAL
& 4
PLAN
FOR PERMITIING
pU:~?OSES ONLY
WILSON
.
MILLER
[c.ou..rr:
_... COLLIER
TACKNEY AND ASSOC., .INC. :'~;f;- """ 495 _:j5E
COASTAL ENGINEERING '7f'o'f'c2:-oeo-OO'-ERPAP
~I1"/El&P..o.
[.1,1.8/9'8
tl4lJipR., 1997
RfV'<<):
11 97
fll..EHO:
PER- 79
Si1(ETI<tO:
24 OF J~ .
-'igure
U2.(i)
4.5.2.(1)
D_ T. TACKN['T'
FlA. REG. 20B5)
Nov 06, 1997 - 15:22;2J D;\DWG\OlO3\PR07 .dwg
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
1070f371
\:[-1,\ \1 0' NGVO /
" ~----/
~ _.___---L.:~ -3 ft
J,. '5 It J
CUT 1
-*
~I\
CU T 2 & 3
l
o
"
'~-~-
\
I
.j
\7 0' NG\ID
-'<'
7
+-
~.
_~~Q..J.L
CUT 4A
" \1 0' NGVO /
~ ~ /
~ ----~ft
I ~20fl J
" .
~ I
CUT 48
--~..- ~ - ~ -- -----
\',
'~
I
-,f.
~~ :~J --;j
--'~-76- 5EE NOlc-2
____w -4!t
[.
o
5.)SUl.~__
NOlES:
" EX!S11NG SECTI:::NS
VARY
2. SIDE SLOP,S 0 ANGle
OF RoPGSE (ASSUMeD J()')
CU T 4C
;l:
,
5 }
~: SCALE
, -r-r-l
o 2 ~ 6 8 10
HJRIZONT,l,l
TYPICAL
CUT
SECTIONS
PROJECT: CLA:vt BA Y
APPLICANT: PEUCAN BAY SERVICES DIVISION
I WII~ON TACKNEY AND ASSOC., INC.
I y COASTAL ENGINEERING
_MILLER ____
c.0lft(1Y:
"J.pR.. 199 J
H'(v 1oiO:
\1 97
rl.t~
P[R- 79
I5.HED Ie
25 \Y.!B
COLLI[R
s<:c: .,9 J'IrP, 495 1lGE; 25[
I~To.?:080-001-ERPAP
lli.rwN H'l'11.W.~ PfJ, -
._L.M.8/918
Figure
45.2(i)
0, 1, TACI<.NEi'
FLA REG. 20853
Noy 05, 1997 - 15~59:52 D:\DwG\OlOJ\PR07 .d'''l
Clam Bay Subcommittee June 17, 2010
VIH-4-a New Business
1080f371
INVERTEBRATES OBSERVED OFFSHORE
ALGAE OBSERVED OFFSHORE
Porifera
Aplysina fistu1CII'~S
ClwndrilLJ n""ula
Cinachyr'ella. alLoda.da
Cinnchyrdla k':.u:kenthal
Cliona drl1tr'/'t"
Cliona cclato.
Ircin1'Q. spp.
NiphlLtes ('recta
HalidoTLa spp.
Cnidor;o (cora is)
Cladocora ar&u.sct.:..'a
Diplyrin spp
Muricen spp,
Furozaanth.us oo.resiticus
:;,'idera.strea. radians
Solena.strcn hyad.es
uptogorgia h.ebcs
Leptogorgia viTgtdata.
Po:ychoetes
Aricidea. phubirn:.e
Capitella. 'capitc.ta.
Fabricia tril.:;bata
Pricncspia heterobrnnchia
T unicotes
Didemnum spp.
Styela spp
A'g.::e
.::;reen alGae (Divislon ~!J..!.Q.r.QQ.~)
Acetabularia spp,
Camerpa serttdarioides
Caulcrpa 7n.eXtCana
cauJ.crpa JXfTOlifera
J..1eniciLLus capitat'US
Ulva.. Laduca
Ul1JQ. fascia-ta
Cdotea. spp.
Codiuw..s spp.
'3;ii,,9-s:.>:'C'p (Division ~hodoohvjrJ
Cru.cila ria tikuah ine
ilypnea 51'1'.
..8i.QwrLQlaoe (Division DhaeoDhv.iQ)
Sa.rgassum fUipendu1a
Dictyota divaricata.'
.S;Jecies believed to be correct.
Moilt.:sks
righting cewer-~;
Pen s~el!$
Strobus aiat'US
Atrina rigida
:::c:r<na,:1,?r:T'5
De-ceed sea s:::"
L;)ng--sp;ncd t:::::.:';.; U":::,"Ln
I\:ettcd sea stcr
Nine--ormed sea st:;(
tive-holed >\ey'c e '..:':"~;:l
Astro]'X'ctcn spp_
Diadema antillarum
Luidia clathrata
luidia scnegalensis
Lytechinv.s variegatu.s
Meliita quinquiesperfor-.Lta
Vc,icbie wren:,'"'
Ant'LrOOOC5
'Stone crab
Horseshoe C':J:)
Sp:d~r crC:J
Mcnippe mercenaria
Limu.1t.LS polypfusm'U.S
Libin~a emerginata
VERTE3,C;;.;FS C
ERVED OFFSHORE
Fish
Leather jccke;s
Se:J rot:;;n
Send perc'"l
Tooofish
Tiger gO!by
Sheepsnecd
Oliguplites suurus
Prionotus SCritu1.1.tS
DiplectnJ,m bivittatum
O'Psanus beta
Gobiosorna. macrodon
Archosargus probatocephalus
iNFORMATION P.ROVIOi;:D a~
TURRELL & "SSOCIAES, ',"C
Pinf;sh Lagodon rhombeides
Nurse sherk Gi71.gl'!fTTW....toma cirrnt't/.m
DOCUMENTED ORGANISMS IDENTIFIED OFFSHORE
FROM CLAM PASS FOR PERMiTTING
PURPOSES ONLY
PROJECT: CU.M BAY Figure
APPliCANT: PELICAN BAY SERVICES DIVISION 45,2,(m)
""'" "1" 1997
WILSON COLLiER PR.,
TACKNEY AND ASSOC., INC. u:c.: ,~';, ,... "", ~/;;
. 495 25E
COASTAL ENGINEERING N0102:080~OO1-~RPAP ! flU: ~ER-79
MILLER 11)/f\flOf/f'/l~1\Q. SHEEl ~ 0, 1. TACKNC'f i
26 Cf' 38 F'LA. REG. zoee.J
-. "-,.--- - UIB/9!8
__.-...CJanLBav-S' Ihrnmmittl'>l'> Jllnl'> 17
VIII-4-a New Business
109 of 371
.,
- ,~._."
, -
i~=:!I~~~~~r~~~~~
~~~~g~~~~~'~~~~f~'1;:~~f~~f~1~_~]:U;
HARD 'lOTTOM
TPt~N.sE( T LOCA TIONS
IV
!
f~
~
o
I
:'~
,
~oo
,
~,.cAl.[ 1- -."'OO'-(!
~
f~
,~
-_/
~........ -......--
\ iC~~
~. ~~: ..,
_."~M_ L ___'
;,~~/"'~~-'
',"(::: ~~7J- -,,'=;~
~ \' ~ ~~:~~~/:~~./ ~~~
\~._.~ ,- ...0"
'7.--~ l_:' :=::
'-?'/
- .'~')
1\
'\fJ\,
.~." ""~.. /J
:'~~;;;: //
~~/
c~~-r-
,
"
'---, ",'
"-~_._-,/
:>01L-
1000
;
P1'Ll(Jl." HAl
;;-- BOA-KOWAL"
\
/
~
1.U.N'~fI[)'.
.2
'~QLL[R (0"I,T)'
bj~~~""Al ~'
::!!t
!
~
",!~,,:,;,
I
I
I
\~
I
J
/~,,,,,.tc
\_-.- ~ ..... TlJrrell !.( AS30Cl1-\t<:S Inc
~-~,_ _,~~ loLannt' &: E:n~lronmo:'lltal CO('tY\l!tJlii
3~ f;lI;<::han,,, ""., Suite B. "'..pl.... Fl Yjij~;,
CLAM PA,SS
HARD BOTTOM
TRANSECT LOCA TlONS
Figure 4,S,2,(n)
S~DT1,l.
Jo_ ."e.
Al( I~I~
.100 ~ <}HO,~
lco-.,l
};c,j \1',
Jon 07, 1996 - U:17:52 D:\DWG\010J\PR07~.J.le.d.;;J
CLAM
PASS
S:lC1L D1SPCSAl
AREA FOR
f\P?,~OXiMAEL Y
60:> TO 8GO
c'Tr OF eel .'^
I
\
II
MIXING ZONE AND -'-'--'1\\\
DISPOSAL AREA fOR
CUTS 4A (NORTH OF \
600 TO 800 FEET),
4B. 4C AND 4D \.
DISPOSAL TO BE
BETWEEN MEAN _
HIGH AND LOW TIDE
~
~
()o
o
i (
\ I
OUTER
CLAM
BAY
Clam Bay Subcommittee June 17,2010
VIIl-4-a New Business
110 of 371
SPOIL DISPOSAL LOCATION
PROJECT: CLAM SA Y
APPLICANT PELICAN 8A Y SERVICES DIVISION
l WI.ON
MILLER
-'-- ,-
""-""".
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
COLLIER
stc: .,9 TWP: RCt::
495 25f
"...
NO 102-0BO-OOT-ERPAP
i:ioiiWit-"'jE"'--;;jO---
L_UB_/9/8~__
....rr:
APR.. 1997
lit\' >ffr 1/99
11 97
, ""
PER-79
"""""
28 CI' 39
~
,
I
!IIIi
I
rOR PERMITIING
?URPOSES ONl.Y
Figure I
452(0) I
Pa.J'4 I
/11/1< J
o -~T ACKI'o'EY
FlA R!'C 2085J
----
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
111 of 371
B
,)':1'"107, 1993 - 131703 D\OWG\OJOJ\PR079iS.".owg
;6
)45
: ~;'
"i,id
U
7.9;;
4 JC
A,.,
50~
, 1
7.C2 ?i7
1-97 0..
-, J'
'.\ , 11"
,'.
"
:'-:;
.',(.2
194 120
.~ 4 ;,
)5
SPOIL
DISPOSAL
AREA
.~ :,6
0~
6
5
,It;,'
2 .9~
265
4
De-
A
2 .~..
3
2
"'
'<\,,\
SECTION A-A
SCALE. , ~ '''''' 40'
o
-1
B
PLAN VIEW
s
.
3
2
o
-1
NOTE:
EXCAVATED BEACH QUALITY
SAND WILL 8E RELOCATED
TO GULFSIDE FOR BEACH
RENOURISHMENT AND/OR
PLACEMENT OVER SOIL
DISPOSAL AREA
SPOIL DrS,;)OS!,L AREll,
5
PROPOS EO SPOIL
(APROXIMATEL Y
1700 2500 CY)
APPROXIMATELY 2 FT.
CAP OF CLEAN SAND
PROPOSED EXCAVATION
(SEE NOTE)
TEMPORARY RETAINltJG
BERM
EXISTING ELEVATION
PROPOSED ELEVATION
..
SECTION B-B
SCALE: 1" = 40'
EJ
~
~
SPOIL DISPOSAL
fOR PERMIDING
PURPOSES ONLY
CLAM BAY
.APPlICANT PeLICAN BA Y SeRVICeS OMS/ON
WILSON
.
MILLER
PROJECT:
F;gure
452(0)
1"<-v'4
//;~/l y
'~
C()O.J>{'"'r
Oo'-!APR, 1997
RcY ItO 1}98
11 97
nl( "0
P[R-79
Sn[[Tt/(r
280 Of J8
D. T. TJ>.CKN(Y
FLA REG. 20e~'
TACKNEY AND ASSOC.. INC.
COASTAL ENGINEERING
COLLIER
') c.: 49 T.", Ilc;(
" 495 25[
PIlo.i-C.""
NO 102-080-00 1-ERPAP
ORWIl lr--/t..~ toO
LM.8./918
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
112of371
Photo 1. The west side of Upper Clam Bay looking 5,iUth from the top elf the ConH_~s:;a, Novt'mb::r 15,
1995. iPhU(Q hy Roy R. "Robin" Lewis 1/1. Lewis r.,'/lvlro'lmenraf S-?r~lces Inc, !':Jmpu, Florida}
f<lUW 2. rht: w\.:st side of Upper Clam Bay louking sou:h from the lOp of the Contessa, December 1"')
I Q,'l6. ir){O hI' No)! g "Robln" Lell'iJ 11/. I-t'w/J' En\lrunmenrol S':"-V:~'t"i. fllc-. rampa. Flonda!
FIGURE 45.3l<l)
S},,,d 2'1 of
1()
.IU
-
Clam Bay Subcommittee June 17 2010
VIlI-4-a New Business '
113of371
PHASE ONE
BOUNDARIES OF MANGROVE
MANAGEMENT UNITS
PROPOS;:O lAlt.RAL CHANNEl
RESTORATION
CXlSTING RESTORED CHANNELS
PROPOSED St>IALE RESTORATIQN
PROPOSED MAIN CHANNEL
RESTORATION
PROPOSED SlDE CHANNEL
R::;srORATION
PROPOSED MAIN'ENANCE OF
EXISTING CHANNElS
III
PROPOSED MANAGEMENT AREAS
WILSON
,
w.'
,
MILLER
PER-Y9
Sheet 30 of 38
Figure
4,5.3.(b)
-~-",-~"",,,:-
a.:YJNOAR,;:S OF MANGR2>VE
MANAGEMENT UNiTS
EXJS!lr-J(; i<:t,S~ORFD CHA.NNELS
;:>R:);>QS,,0 MAIN CH"NN<:L
RSSi(}RA":'ION
PR(.;~.]S:::D SiO" CfIANN[l
R".S1:JRATION
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business
1140J3Z.1
PHASE TWO
CONTINGENCY PLAN
PROPClSED LATERAL CHANNEL
RESTORATION
PROPOSED SWAl E R;::STORAT::>N
PROPOSED MAINTENANGE Or
EXISTING CHANNelS
III
PROPOSED MANAGEMENT ARE.A3
WILWJN
,
..'
,
MILLER
PER-79
Sheet 31 of 38
Figure
4.5,3,(c)
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
15 of 371
PHASE THREE (a)
CONTINGENCY PLAN
a0'JNOARiES OF MANGROVE:-:
MlI,l'i^G;:;M~NT UNITS
EJQSTING RESTORED CHA,NNELS
PROPOS2D LAT5:RAL CHANNEL
RESTOR~T;ON
PROPC$'::D s.NAl€ RESTORATI:JN
PROPOSED MAIN Cf1MINEL
Ri::'STOR^TlON
p~::;PCS=:) SlOE CHM..NCL
RESTORATION
PROPCSCD M,,-INTEN.4NCE OF
EXISTING CHANNElS
III
PROPOSE'D MANAGEMENT AREAS
WILSON
,
w.'
,
MILLER
PER-79
Sheet 32 of 38
Figure
4,5.3,(d1)
B:,u~iD^RIES OF Mo\,NGRC\'E
~.V'_'i.;::::;EM;::NT ;..I1,iT5
~,S--;INC RS5rC'R~D C;"Ahlj:::~S
>R~li'~.)S,,~; MAIN ChA'm(:'i
K:::SI'.')i-<~,I-Ulj
;oR,');>QSb:J :;IOE C',iAt.j...."'L
R;:S-r(lRA TlON
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
11.0..of171
PHASE THREE (b)
CONTINGENCY PLAN
PROP()$E;J LATERAL ::H....NNi;:L
RFSTORATION
PHO,~~SED SWALE R["TURA1 <iN
PROPOSS~) MAINl ENANcr Cii
E,XISTI".'IG CHAN/,1fLS
III
PROPOSED MANAG;:MENT AR;:;AS
WILSON
'.'
Jl1LLER
PER-79
Sheet 33 of 38
Figure
4,5,3.(d2)
Nov 06, 1997 - 12.25:13 O;\DWG\OlCJ\PR079S34,d"q
\
I
o
:;
N
"
~
c
o
~
~
~
~ ID
E .5
8 ~
.0'"
o .
VJ.~
~zl~
~",t'?
E..fo
l'\l =1'- I
iJS;;: i
Id
CL
>-
f-
f-
Z
w
:>
ZW
W>
:20
Wee
>CL
0:2
''Y_
CL
-1
:2W
Z
Y:Z
uJ <J:
wI
~U
U
~>-
__J CD
LLJ
Z l..:.J
Z (j)
<r <~
I =:r::::
() n
IL_ >-
() CD
I
I.WL
IL ::)
~~
L5w
Z:2
w
-10
<J:
Z
<J:
'"5
>-
m
I.~ROJECT:
APPLICANT:
W
.J
'"
3:
V1
w
w
Q:: -;:-
w
e,
"-
'"
LJ <(
(Jl l.i..!
< ~-::-
I
l~
.J
;:;
w
~
"'i
w
o
Vi
I ~ I
: !
i ill
~
"
'0
ro
'0
N
:3;1
cD ,
N ,
I
N
ro
:::>
'"
"
o
CO
'0
......
......
......
~
ro
N
c-
'"
"
N
en
N
'0
ro
"
-, -'-1
I co I
; ~ I
1 :
--'TifT
I ,I I
r-' ffi
N
,.,
"
.
~
en
ro
, --
......
......
......
I I
111---
, ,
]
~I
"I
I
I
I
-I
I
I
I
LM-.
>-
...... ......
>- ;;
I
......
......
......
>-
~
;:;
w
:.5
bi ~ .-
3 ~) , 91
~ _-c~ i Gl:
o
~ G
~ w
"-
I
] <
,L "
W
,G
""
"
IJ1
u '_~ ~~ ,'- "I'"
z ,~N
C....J '.i..! .....;
~ I ~L "'" i
w ,..
~ ~ ,~I ~
.- 2. Vi
CL
z
<(
"
=
f-
0-
22
::J
,
---r
I
]
ro
r,
..
'0
>-
......
CLAM BA Y
PEL/CAN 8A Y SERVICES DIVISION
N
en
<D
CX)
CX)
0J
o
CX)
UJ
0J
CX)
r--
n
I
I
,
i
I
! ill II CX)
I;:' Ii ~
II' II ~ i'l ~
::? \! ~
'!i~l:::'
I I - I-
I
,
II 1
lL-J
!I ~
I, l.n
,I I
I CX) I
i ::; i
I 'uD ,
t1
......
......
x
,
'-1
<J:
f-
o
r-I
I
I
:1
x
...... IX
i.
......
X
Figure
453.(e)
"'""'" __ COLLIER I "''!iPR. 1997 I
c; 4- 9 rwP: Ref.: R[V NO:
~l 495 25E 1\ 97
.;0 fQt-':'OBO-OO 1-CRPAP 'I i<.E ;;tR-79 SliPH'N "EANS I
[)!lW?<!rf![Wl'i'IO. ,?\E.t1ItO". - -
_.!:!:YJ,/9 ~"._"__.J_,_~~__~~"~_l,____::~__~~~ 36544
W I Lp~.9J:~INT*"sM.tk..L E R
StJRvnoRS, LAMDSCAPI ARf,;tu'f'lC'n " CONSTRUC1'10N MANACERS
~_~~~,~~!,"~~ ".P~~~~J~I~ "~~ (~7l ..0-41)(0 r.. (Hl) ~:H.TI'
Dee 12, \997 - 12:3~:.B D\DwC\0103\PRO./ ,S.dw(}
Clam Bay Subcommittee June 17.2010
VlJl-4.a New Business
118 of 371
INTERNAL MAIN CHANNEL
RESTORATION
~
7A ~/'
,/.;'/ ,;,,!
", I ,---- I' '" ".
, /".1
'-/~i
I
9ft I!
EXISTING
PROPOSED
SECTION X-X
iNTERNAL SIDE CHANNEL
RESTORATION
~ C c;-;
(BLAck. .'.0 v" \ ".. . ( i
\ '" ", ) ) Vi
V "i' 'II
:::; ,<::;. !I :
It II"''' II 1.1 I
. I ," ," " i
,.1,",- . .. '''. I", ____~~
/ ';J\\~'--Lt~
MHW - 1.50 n. NGVD.
t-.HW - (- )0.51 FT. Ni";Vl)
-~
EXISTING
PROPOSED
(GULF TIDE ELEVATIONS
PER DT TACK1\EY, c:l.E,)
SECTION Y Y
SE-Q!ON Z - Z
TYPICAL EXISTING AND PROPOSED CROSS-
SECTIONS, HISTORICAL MAIN DRAINAGE
CHANNELS AND SIDE DRAINAGE CHANNELS.
N.T,S
SA Y SERVICES DIVISION
Figure
4.5,3.(1)
PRCj[C~
A~PL:CA~~-:- P;C:L
WILSON
.
MILLER
LEWIS ENVIRONMENTAL
SERVICES, INC.
IUolTE
COLU[R I APR., 1997
sr.., 4, fIII'Pc ItQ: I REV NO
. 49'5 25E ! 11 97
Pl'/OJ[:;1f'1:J, -nlL!f'IO.
NCI02-080~oor-ERPAP I PER-79
~ lIY/EloIP NO. 5ot1[[T ~
L-MB./!J18 35 ('If 38
I
I
STEPHE" "WiS I
FlA- R€G, J6644
::V.h;":Y
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
119 of 371
~;; 12. 1997 - 12,J~5~ O\DWC\OIO.J\PROI"-JJ,",,,,'9
I-
I
I
l~OTE'
/,~,L SPOil DiSPCSAL
AS THiN lAvER C.;
3;CDEGRADA3LE
C:-,CAN.<: MUCK,
:::lE/\T,'l,ND PLAr~T
::E3cR:S KESUL TiN::;
;~;:;:::M i-:X?,-CS:m-.;3
,,:) S=>JI_ :::>1L::S,
~CRVS CF u~~N2S
~o BE C~t.AEJ
:'::>~AL DEB~!S A5
S;>Ji:Wkl ".'CT
execc;) xxx c:...;
v:____
INTERNAL MAIN CHANNEL
RESTORA TION
(CHANNEL "An ONLY)
r
~
MANUAL AND
EXPLOSIVE
CLEARING
225 CU. YDS
OF 80TH MANUAL AND
EXPLOSION DISTRIBUTED
DEBRiS
PROPOSED
SECTION x-x
INTERNAL SIDE CHANNEL
RESTORA TION
(CHANNELS B,C,D,lA-6A & 1C)
! r"\ /_'~i
I( ) ',; ',I
: \ ) "\~) I MANUAL AND
I V ~. EXPLOSiVE
.~ I I CLE.ARNG
~ ~/ c=- r IJ:st~dJ-:: -- ~
---I''':S:--'I""t:<:lt71c1 MAXiMUM 1,386 C. u. YDS.
I I OF ROTH "'ANUAL ANJ
_>.>-1. ....1 EXPLOSiON DiSTR'3UTcD
i DEBRiS
L____,
PROPOSED
I~----~
i/ ~ '" ~
:l aLAe, UAZ:;RCYE i I
I;~ <~tl
Mi \\
~~j\I\~_~+,-.: '.' ':,~~<~4
EXISTING
S:::CTION y-y
MHW - 1.50 n. NGVD
MLW ' (-)0.51 n. NGVO
S:::CT!CN Z-Z
(GULF TlGE ELEVATIONS
PER DT. TACKNEY, P E.)
METHODS OF SOIL DISPOSAL *(1)
N 'TS
:";"Cy::c'
CLt,I,1 SA Y
, -rl\f,.'
L'L,,-d-/
SA Y SERVICES DiVISION
Figure
<153.(h)
f.?:::<iC4~ :
WILSON
.
MILLER
LEWIS ENVIRONMENTAL
SERVICES, INC,
COLLIER '[;I.1PR., 1997
5(C'..9 'II'Pc 1fC!: lI:[Vt;O,
495 25f 11 97
~c ,"0 F NO,
N0102.-080--001~rRPAP P[R-79
,____:::_:~7;B /9 i 8 _,____,~J ~U~~ Ot 58
STEPHEN MEANS
f"LA REG. 36644
__~. .._.,.........__._.........1
"",n
INTERNAL LATERAL CHANNELS
Clam Bay Subcommittee June 17, 2010
VIlI-4~a New Business
120 of 371
'.'/'
>-
;:XISTING
-;:":--r---.j
'" ~
f::i.-A:P;; ..u,NciWvt (I
"1
...~
/,". - /," :
I
4-0
"
:/ '''I
"
,J
::XISTING
/-
SECTiON xx-xx
INTERNAL SWALES
_.~ ~~
I'"~
MAXIMUM 441
CU. YDS. OF
MANUAL:.. Y
OI$TRI8Ul ED
DE8RIS
PROPOSED
j--" ,r---"'\
I \ \, /'.
I ,\ \ il
.\. /) JM:J'i MANUAL
I '\...' CLEARtr.G
/~~~;2, ONLY
/' r;1 )q~
~~ """"- ~_d6". ~ ~ ._~
I ," ~~" I MAXIMUM 229
, I I cu YOS. OF
~ MANUAl.l Y
01STR;BL.:TE)
0f:F3R'S
;"-;J;::'_IC.tl.NT
C~LL /.1 3A Y
3A Y SERVICES DiVISION
SECTION Y'f- YY
PROPOSED
M'-'W - 1.50 FT, NCVD.
MLW - (-)0.51 FT. NGVD
(CULF ;'CE ELEVATIONS
PER DT TACKNEY, P E)
METHODS OF SOIL DISPOSAL *(2)
LEWIS ENVIRONMENTAL
SERVICES, INC,
N'"S
Figure
4,53 Cl
COV..r,. .. ' 10,..\(
CO!...i.iiR __ )\PR., 1997
5.(:::4,9 llo'f-. Ita.' ll'tVOOO-
495 25[ 11 97
Pfl'O"f.::1NO- If N(}
NOTC2-0BO-001-ERPAP P[R-79
rc-.. ..../h.I>~--._--,.- l>HEfl "".
I M..9/978 38 Of JB
STEPHEN IoIlANS
rLA.. REC, 36644
P~OJ::Ci
WILSON
.
MILLER
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
121 of 371
USACE Permit 199602789 (IP-CC)
Clam Bay Subcommittee June 17.2010
Vlll-4-a New Business
12201371
DEPARTMENT OF THE ARMY PERMIT
Permittee: Collier County, Pelican Bay Services Division
601 Laurel Oak Drive, Suite 605
Naples, FL 34108
Permit No. 199602789 (IP-CC)
Issuing Office:
D.S, Army Enl!ineer District. Jacksonville
NOTE: The term "you" and its derivatives, as used in this permit, means the Permittee or any
future transferee. The term "this office" refers to the appropriate district or division office of the
Corps of Engineers having jurisdiction over the permitted activity of the appropriate official of
that office acting under the authority of the commanding officer.
You are authorized to perform work in accordance with the terms and conditions specified
below.
Project Description: To activities in association with and specified by The Clam Bay
Restoration and Management Plan (CBRMP), which is attached to, and made a part of, this
permit as Attachment "A", Specifically, and not by way of limitation, the Permittee is authorized
to proceed with the following works:
(I) Replacement of Seagate Drive Culverts (pages 44 through 49 of the CBRMP),
(2) Clam Pass main charmel dredging for Cuts I, 2, 3, and 4 (pages 49 through 65 of the
CBRMP). This permit authorizes the impacts to 0031 acre of seagrass habitat proposed by Cut 4,
(3) Excavation and maintenance ofInterior Tidal Creeks (pages 65 through 71 of the
CBRMP) ,
The above referenced works are to be completed as specified within the CBRMP and as shown
and described on attached plans nwnbered 1996027879 (IP-CC) in 38 sheets, dated April I,
1998, which are attached to, and made a part of, this permit as Attachment "B",
Project Location: In Clam Bay and the Gulf of Mexico, Sections 4, 5, 8, 9, 32, 33, Township 49
South, Range 25 East, Collier County, Florida,
ORO&56O];1
Clam Bay Subcommittee June 17, 2010
VIlI-4~a New Business
1230f371
PERMIT NUMBER: 199602789 (IP-CC)
PERMITTEE: Collier County, Pelican Bay Services Division
PAGE 2
Permit Conditions:
General Conditions:
I, The time limit for completing the work authorized ends on , If you
find that you need more time to complete the authorized activity, submit your request for a time
extension to this office for consideration at least one month before the above date is reached.
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 and
mailing address of the new owner in the space provided 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. For
your convenience, a copy of the certification is attached to, and made a party of, this permit as
Attachment "C".
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.
OR08560 I; I
Clam Bay Subcommittee June 17, 2010
V!lI-4-a New Business
124of371
PERMIT NUMBER: 199602789 (IP-CC)
PERMITTEE: Collier County, Pelican Bay Services Division
PAGE 3
Special Conditions:
I, The permittee agrees to submit semi-annual reports (these and all other reports shall be
submitted to V,S, Anny Corps of Engineers, Regulatory Division, Enforcement Branch, P,O,
Box 4970 Jacksonville, Florida 32232-0019 and shall reference the permit application number)
commencing six months after permit issuance indicating the status of the project and shall
include the following information:
a,
indicate.
Date permitted activity was begun; if work has not begun on-site, please so
b, Brief description and extent of work (site preparation, monitoring, created
wetlands) completed .since the previous report or since permit was issued. Indicate on copies of
the permit drawings those areas where work has been completed.
c, Brief description and extent of work anticipated in the next six months. Indicate
on copies of the permit drawings those areas where it is anticipated that work shall be done,
(2) The Permittee agrees to comply with the components and time frames as specified within
the Clam Bay Restoration Management Plan (CBRMP), which is attached to this permit as
,o,.ttachment "A",
(3) The Permittee agrees that all studies and reports conducted as a part of the
StormwaterlFreshwater Management component of the CBRMP will be coordinated with and
approved by the Corps. Following this study period, the Permittee shall analyze the data
gathered, formulate recommendations based upon the data, and to the extent suggested by the
data, design a plan or plans to reduce fresh water discharges into the Clam Bay ecosystem from
the developed uplands. Furthermore, approval by the Corps. Of the study plans, final reports,
and implementation is a requirement ofthis permit. Information contained in the study plans
should include studies goals and objectives by which to achieve those goals, The Permittee
agrees that if Corps determines that augmentation of the studies objectives are necessary to
obtain the study's goals then appropriate changes will be made to the details of the studies,
(4) The Permittee agrees to submit to the Corps detailed drafts of the study plans indicated on
sheet II of 35 of the CBRMP for review on or before 120 days from the date of this permit. The
Permittee agrees that further augmentation of Study No, I (Stormwater Detention Volume &
Water Budget Analysis) may be necessary pending review by the Corps,
OR085601;1
Clam Bay Subcommittee June 17.2010
VIII-4-a New Business
125 of 371
PERMIT NUMBER: 199602789 (IP-CC)
PERMITTEE: Collier County, Pelican Bay Services Division
PAGE 4
(5) The Permittee agrees to begin implementation of the studies will commence on or before
180 days from the date ofthis permit, and preliminary data compiled on or before three (3) years
from the date of this permit The Permittee will provide draft report of the studies to the Corps
for review and approval within 30 days of the completion of the studies,
(6) To the extent suggested by the data the Permittee agrees to develop a plan to reduce
upland water discharges into the system. This plan or plans are referred to as "Upland Water
Discharge Reduction Plans" (UWDRP) and must be submitted for approval by the DEP and the
Corps within 120 days following completion of the studies.
(7) Once the UWDRP is approved by the DEP and the Corps, the Permittee shall implement
the UWDRPin accordance with its terms, but in no event later than five (5) years following
permit issuance unless a modification to that time frame is agreed to by the Permittee, the DEP
and the Corps.
(8) The Permittee agrees to submit the monitoring report for the UWDRP and any noted
modifications or corrective actions needed as required by the UWDRP. It is anticipated that all
activities described here and in Section 4,5.4 of the CBRMP will be completed within the ten
(10) year permit term,
(9) The Permittee agrees to provide compensatory mitigation for the 0.31 acre of proposed
seagrass impact if reestablishment of those seagrasses lost as a result of the CBRMP
implementation has not occurred in five years from the date of the permit This mitigation will
be accessed and in accordance with the Habitat Equivalency Analysis as proposed by the
National Oceanic and Atmospheric Administration Damage Assessment and Restoration
Program (HEAdoc Nov,95),
(10) The Permittee agrees that for any works associated to renourishment of the beach area the
following conditions will be followed:
OROS5601;1
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
126of371
PERMIT NUMBER:. 199602789 (IP-CC)
PERMITTEE: Collier County, Pelican Bay Services Division
PAGE 5
a, All works will occur outside of the sea turtle nesting season.
b. The standard manatee construction conditions shall be included in any contract
issued for the work These conditions are attached to, and made a part of, this permit as
Attachment "D".
c. All beach impact areas will be tilled to a depth of 36 inches after the placement of
spoil material.
d, Native vegetation will not be disturbed by the placement offill,
Further Information:
I, Congressional Authorities: You have been authorized to under the activity described
above pursuant to:
( ) Section 10 of the Rivers and Harbors Act of 1899 (33 U,S,C. 403),
() Section 404 of the Clean Water Act (33 U.S,c, 1344).
( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972
(33 U.S,c, 1413),
2, Limits of this authorization.
a, This permit does not obviate the need to obtain other Federal, state, or local
authorization 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,
projects,
This permit does not authorize interference with any existing or proposed Federal
3, Limits of Federal Liability. In issuing this Permit, the Federal Government does not
assume any liability for the following:
OROB5601;1
Clam Bay Subcommittee June 17, 2010
Vlll-4-a New Business
127of371
PERMIT NUMBER: 199602789 (IP-CC)
PERMITTEE: Collier County, Pelican Bay Services Division
PAGE 6
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
ofthis permit.
4, 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,
5. 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 4 above),
c, Significant new information surfaces which this office did not consider in
reaching the original public interest decision,
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 actions 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 CFR 209.170)
accomplish the corrective measures by contract or otherwise and bill you for the cost.
OR08S601;1
Clam !=lay Subcommittee June 17, 2010
VIlI-4-a New Business
128 of 371
PERMIT NUMBER: 199602789 (lP-CC)
PERMITTEE: Collier County, Pelican Bay Services Division
PAGE 7
6, Extensions. General condition I establishes a time limit for the completion of the activity
authorized by this permit. Unless there are circmnstances requiring either a prompt completion
of the authorized activity or a reevaluation of the public interest decision, the Corps will
normally give favorable consideration to a request for an extension of this time limit.
Your signature below, as permittee, indicates that you accept and agree to comply with the terms
and conditions of this permit.
(Permittee)
(Date)
(Please type or print name and title)
This permit becomes effective when the Federal official, designed to act for the Secretary "fthe
Army, hassigned below.
(District Engineer)
JOE R. MILLER
Colonel, U,S, Army
(Date)
THIS PERMIT CONTAINS _ ATTACHMENTS, TOTALING _ PAGES
OR085601;1
Clam Bay Subcommittee June 17, 2010
VlIl-4-a New Business
129of371
Attachments to Department of the Army
Permit Number 199602789 (lP-CC)
A PERMIT DRAWINGS: 35 pages, dated April 6, 1998
B, CLAM BAY RESTORATION MANAGEMENT PLAN (CBRMP): The CBRMP
consists of 95 pages
C, WATER QUALITY CERTIFICATION: Florida Department of Envirorunental
Protection Specific Conditions (DEP) in accordance with General Conditions number 5 on page
3 of this DA permit. The DEP specific conditions consist of _ pages.
D, MANATEE CONDITIONS: 2 pages,
OR085601;1
Clam Bay Subcommittee June 17.2010
VIlI-4-a New Business
1300f371
Habitat Equivalency Analysis:
How Much Restoration Is Enough?
Natural resouroes are olten Injured when 011 or hazardous materials enter the marine
environment, possIbly reducing the quality or quantity of servioes normally provided by
I .
these resources. For example, after a wetland Is oiled, It may no longer provide
Suitable habitat for birds or suppqn the organisms on whloh birds feed. If the weiland
vegetation sustains long-term Injury, other funotions of the system, suoh as sediment
stabilization and flood oontrol,' may also be impaired. Natural resource trustees
responsible for restoring these injured resouroes have two objectives:
1) Restore the resource to baseline condition (the condItion of the
resource in the absenCE! of the release); and
2) Compensate for th~ Int'lrim loss of the resource pending r~storation to
baseline. If recovery of ,the resource cannot be aooelerated, more
compensation for the In(erim loss may be needed.
Habitat Equivalency Analysis (HEiA)l provides an analytical framework for estimating
how much restoration is needed t.o oompensate for the Interim loss. HEA directly
addresses the type and scale of tre restoration, without directly valuing the Interim loss
in economic terms. However, the objective of oompensatory restoration is to deliver a
fair level of compensation for the Interim loss of the resource, meaning the value of the
Increase In servioes from the repl~cement projeots must be equivalent to the value of
. services lost dUB to the injury. Thus, using HEA, trustees select replacement projects
that will generate services of comparable type and quality to those of the Injured
resource.
To perform HEA calculations, trustees must determine how long the Injury will persist,
the relative service level of th~ Injured and replacement resources, and the lifetime of
the replacement project. With thi$ information, the trustees can calculate the amount of
the restoration needed by estp.bli~hlng an equivalency between the quantity of lost
services and the quantity of s~rvl~es generated through the compensatory restoration
prOject Over time2 " .
An example of an HEA applic,alio~ is provided on the back of this page to illustrate
these concepts. .
I
\ Although the 1.rm Habitat Eiqulval,moy AnalySis Is us~, the sam.. concept may be applied to IIny lo&s
that Can be representer;! by reso~ro;:i.basGd measures over time suoh as nurmers of filh.yesrs or beaoh-
days. I
2 In HEA, computations of resource .servlfe. a'e time-adjusled to present value using dlocounllng,
Clam Bay Subcommittee June 17,2010
VI11-4-a New Business
131 of 371
An Example: Compensatory Seagr... Replacement Project
,
Five acres 01 seagrass Wilre destroyo~ following- an oil spill. The oil heavily coaled tl1e
seagrass blades and pormeated tl1e se,cllments. The purpose of HEA is to determine
how much compensatory restoration wprk is needed to fully compensate lor the 5 acres
of Injured seagrass. Tl1e Trustees COn$ulted with seagrass experts to establish the
basic parameters of the HEA, Including:3
· 100% of the services provided by tho 5 acres of seagrass beds were
Immediately lost at the time of th,e spill.
o 15 years would be required for tlie s!lagrass beds to recover to baseline after
site Cleanup and planting. 'J'{ithoptJntervention, recovery 01 the Injured area
would take considerably longer C!lluslng the total loss to the public as well as
the cost to lhe Responsible Party to Increase.
,
. I
o Nearby sites exist for creation ot;sultable offsite replacement sea9rass beds,
. New seagrass beds will require 1:5 years to reach maturity.
o All recovery trajectories are linGs:r.
Rt.lorab'on ar II'iJured
,110 .1a1U
\
5
!
Onsile LO~
(Tot.' a~t'"V.ars at
".9'"" '.lVlco la..
ver po~ad 01 inJu1)')
: !
Offal'e Gain
rrOlaI aaro,ve.rs af
".gr." urvlo.
provldod ovar IWellm, of
eompan"l;a pral.ei)
At;res
0'
Seagrass
OIlSpl"
oc:eur.
1
I
InP,srecl Ar_
~_rs
1
Time
o
Off,itt Rntor4lUon
S"'"
Offen. ....toralan Ad!kIvel
Filii FunOflon I,
The figure below reprElsents the loss In servloes e~used by the s'lllll and the
replaoement of those services through ctnstruction of new seagrass beds.
'By equating the totelloss (in seagraos a~re.year5) to the ga'ln generated by the new
seagrass beds, one may calculate the area of the compensatory restoration project that
Is necessary to replace the loss', In thisl example, 2.2 aeres of new seagrass beds
would be needed in addition to restoring the destroyed 5 acres 10 compensate for the
injured nalural resource. I
'This ex.mple Is mAlnllo lIIuslrafe Ihe basic 001' Capls blhlnd HEA. mor. Informal Ion Is n.eded 10
conduct an actua' analysla. .
· Actu.1 computallo~s IIr.based on .O.....Y..'" dlrUnled tc the pres.nt (nct displayed In diagram).
NOAA/Damage ^"sessnjcnt and Reston.tJOrl Progmrn .~
1305 East-West H '. SSMC-4, Rm. 10218, SIlver rtn. MD20910 301-713-3038 ,,192 ~
,~; HEA.ItOQ ~G'(i1S
Clam Bay Subcommittee June 17,2010
VIII-4-a New
132 of 371
FORM ,: 1i2-JAJ.aOCl(1j
FORM TlTLE: JOINT ENVIRONMENTAL.
RESOURCE PERMIT APPLICATION
EFFECTIVE DATE:
Of/f6--f;.J~
JOINT APPLICATION FOR
RECEIVED
APR 21 1997
BUREAU OF BEi,CflES
& COASTAL SYSTEMS
ENVIRONMENTAL RESOURCE PERMIT!
AUTHORIZATION TO USE
STATE OWNED SUBMERGED LANDS!
FEDERAL DREDGE AND FILL PERMIT
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTIONI
WATER MANAGEMENT DISTRICTSI
U,S. ARMY CORPS OF ENGINEERS
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
1330f371
SECTION A
Are any of the activities described in this application pro'posed to occur in, on, or over wetlands or
other surface waters? tgI yes 0 no
Is this application being filed by or on behalf of a government entity or drainage district?
tgI yes 0 no
A. Type of Environmental Resource Permit Requested (check at least one)
o Noticed General - include information requested in Section B.
o Standard General (Single Family Dwelling)-include information requested in Sections C and D.
o Standard General (all other projects) - include information requested in Sections C and E,
o Individual (Single Family Dwelling) - include information requested in Sections C and D.
181 Individual lall other projects) - include information requested in Sections C and E.
o Conceptual - include information requested in Sections C and E.
o Mitigation Bank Permit (construction) - include information requested in Section C and F.
( If the proposed mitigation bank involves the construction of a surface water management
system requiring another permit defined above, check the appropriate box and submit the
information requested by the applicable section. ) ,
o Mitigation Bank (conceptual) - include information requested in Section C and F.
B. Type of activity for which you are applying (check at least one)
181 Construction or operation of a new system including dredging or filling in, on or over wetlands
and other surface waters.
o Alteration or operation of an existing system which was not previously permitted by a WMD
or DEP,
o Modification of a system previously permitted by a WMD or DEP. Provide previous permit
numbers,
o Alteration of a system 0 Extension of permit duration 0 Abandonment of a system
o Construction of additional phases of a system 0 Removal of a system
C. Are you requesting authorization to use State Owned lands. tgI yes 0 no
(If yes include the information requested in Section G,)
D, For activities in, on or over wetlands or other surface waters, check type of federal
dredge and fill permit requested:
181 Individual 0 Programmatic General
o General 0 Nationwide 0 Not Applicable
E. Are you claiming to qualify for an exemption? Dyes 181 no
If yes provide rule number if known.
Page 1 of 4
RECEIVED
APR 21 1997
BUREAU OF BEACHES
& COASTAL SYSTEMS
OUlMl1.W-sECTlON.A
Clam Bay Subcommittee June 17, 2010
VIIl-4~a New Business
134of371
OWNER IS) OF LANO ENTITY TO RECEIVE PERMIT IIF OTHER THAN OWNER)
NAME NAME
COLLIER COUNTY COLLIER COUNTY PELICAN BAY SERVICES DIVISION
ADDRESS ADDRESS
3301 TAMIAMI TRAIL E.' GOVERNMENT COMPLEX 801 LAUREL OAK DRIVE. SUITE 80S
CITY. STATE. ZIP CITY, STATE, ZIP
NAPLES. FL 34112 NAPLES, Fl 34108
COMPANY AND TITLE COMPANY AND TITLE
TELEPHONE 1 ) TELEPHONE 1941) 597'8081
FAX I ) FAX 1941) 597,4502
AGENT AUTHORIZED TO SECURE PERMIT IIF AN AGENT CONSULTANT {IF DIFFERENT FROM AGENT!
IS USEDI
NAME NAME
TED R, BROWN
COMPANY AND TITLE COMPANY AND TITLE
AKERMAN SENTERFITT. PA
ADDRESS ADDRESS
255 SOUTH ORANGE AVE.
CITY. STATE. ZIP CITY, STATE. ZIP
ORLANDO. FL 32801
TELEPHONE 14071 843,7860 TELEPHONE ( I
FAX 1407) 843-8610 FAX ( )
Name of project. including phase if applicable Clam Bav Restoration and Manaoement Plan
Is this application for part of a multi-phase project? 00 yes 0 no
Total applicant-owned area contiguous to the project ---L- ac
Total project area for which a permit is sought TBD ac
Impervious area for which a permit is sought ~ac
What is the total area (metric equivalent for federally funded projects) of work in. on, or over
wetlands or other surface waters?
11.36 acres 494.842 square feet _hectares square meters
Number of new boat slips proposed, N/A
Project location (use additional sheets, if needed)
County(ies) Collier
Sec1ion(s) 4,5. 8. 9. 32. 33 Township 49S Range 25E
Section(s) Township Range
Land Grant name, if applicable
Tax Parcel Identification Number ,
Street address, road, or other location
City, Zip Code if applicabl8
Page 2 of '4
RECEIVED
APR 21 1997
BUREAU OF BEACHES
& COASTAL SYSTEMS
04I18/1i11.W<<ClKlHA
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
1350f371
Describe in general terms the proposed project, system, or activity.
SEE ATTACHMENT A.
If there have been any pre-application meetings, including at the project site, with regulatory
staff, please list the date(s), location(s), and names of key staff and project representatives,
Several meetinos have been held on and off-site with Ilene Barnett. Rich Brav (oEP) and ChiD
Clouoh (Corosl
Please identify by number any MSSW/Wetland resource/ERP/ACOE Permits pending, issued or
denied for projects at the location, and any related enforcement actions.
Agency Date No,IType of Application Action Taken
SEE ATTACHMENT B,
Note:The followina infonnation is reauired onlv for croiects orocosed to occur in,on or over
wetlands that need a federal dredoe and fill permit and/or authorization to use state owned
submeroed lands and is not necessary when 8oo1vina solelv for an Environmental Resource
Permit, Please provide the names, addresses and zip codes of property owners whose property
directly adjoins the project (excluding applicant). Please attach a plan view showing the owner's
names and adjoining property lines, Attach additional sheets if necessary.
1, 2,
TO BE PROVIDED
3. 4,
I
RECEIVED
APR 21 1997
BUREAU OF BEACHES
& COASTAL SYSTEMS
Page 3 of 4
~8It7.WoSEC11ON.A
Clam Bay Subcommittee June 17 2010
VIII-4-a New usiness
136 of 371 FORM 1/: 62..J.4J.900 {11
FORM TITLE;; JOINT ENVIRONMENTAL
RESOURce PERMIT APPLICATION
DATE; Dctobllr J,1995
PART B:
A. By Signing this application form, I am applying, or I am applying on behalf of the applicant, for the
permit and any proprietary authorizations identified above, according to the supporting data and other
incidental information filed with this application. I am familiar with the information contained in this
application and represent that such information is true, complete and accurate. I understand this is an
application and not a permit, and that work prior to approval is a violation, I understand that this
application and any permit issued or proprietary authorization issued pursuant thereto, does not relieve.
me of any obligation for obtaining any other required federal, state, water management district or local
permit prior to commencement of construction. I agree, or I agree on behalf of the applicant, to operate
and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a
responsible operation entity. I understand that knowingly making any false statement or representation
in this application is a violation of Section 373.430, F,S. and 1 B U,S.C. Section 1001,
Ted Brown, Esq.
Typed/Printed Name of Ap Iicant (If no Agent is used) or Agent (If one is so authorized below I
4 t~ 'f7
Date
Akerman, Senterfitt & Edison, P.A.
(Corporate Title if applicable)
AN AGENT MAY SIGN ABOVE ONLY IF THE APPLICANT COMPLETES THE FOLLOWING:
B. I hereby designate and authorize the agent listed above to act on my behalf , or on behalf of my
corporation, as the agent in the processing of this application for the permit and/or proprietary
authorization indicated above; and to furnish, on request, supplemental information in support of the
application, In addition, I authorize the above, listed agent to bind me, or my corporation, to perform
any requirement which may be necessary to procure the permit or authorization indicated above. I
understand that knowingly making any false statement or representation in this application is a violation
of Section 373.430, .F.S. and 18 U.S.C. Section 1001.
James P. Ward
TypedlPrinted Name of Appiicant
x
/C///r hI./ V //;J,'.c;/
~ Signature of Applicant
4/1-57'17
Date
Pelican Bay Services Division, Division Administrator
(Corporate Title if applicable)
Plel!!se note: The 8colicant's orioinal sionl!ture fnot a CODvl is reouired above.
PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING:
C, I either own the property described in this application or I have legal authority to allow access to
the property, and I consent, after receiving prior notification, to any site visit on the property by agents
or personnel from the Department of Environmental Protection, the Water Management District and the
U,S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified
in this application. I authorize these agents or personnel to enter the property as many times as may be
necessary to make such review and inspection. Further, I agree to provide entry to the project site for
such agents or personnel to monita permitted WQ k if a rmit is granted.
James P. Ward 0J t::?
Typed/Printed Name S gnature Date
Pelican Bay Services
(Corporate Title if applicabie)
Division, Division Administrator
Page 4 of 4
RECEIVED
APR 21 1997
BUREAU OF BEACHES
& COASTAL SYSTEMS
Attachment A
Clam Bay Subcommittee June 17. 2010
Vlll-4-a New Business
1370f371
The principal elements and benefits of the. Clam Bay Restoration and
Management Plan include:
.
Installing a tidal flap gate system linking Venetian Bay with Outer Clam Bay,
thereby increasing the turnover of water in Outer Clam Bay. This wili improve
water quality for the benefit of the extensive seagrass habitat and its associated
marine life, as well as provide enhanced scouring of Clam Pass as the surcharge
of water that formerly oscillated between Venetian Bay and Outer Clam Bay I
forced to exit on the ebb tide through Clam Pass.
· Deepening and widening Clam Pass will provide for a significantly enhanced
tidal exchange for the Clam Bay system, as well as provide high quality sand
for beach renourishment and111e 'creatIOn oFupiaiid islands of native tree flora,
which will contribute to the ecological diversity of the Clam Bay system.
· Opening of the deteriorating network of interior tidal creeks and channels will
both improve the tidal exchange capacity of the Clam Bay system, and
contribute to enhanced water quality within the system. The restoration of the
tidal exchange dynamics will permit the ingress and egress of marine life
utilizing the mangrove embayments, will accelerate the recovery of the
mangrove. habitat and will restore the desirable estuarine quality of the Clam
Bay system.
· The selective removal of the dead mangrove trees will not only improve the
aesthetic quality of the Clam Bay System, but will permit the establishment of
mangrove starter islands to help stimulate the recovery of the mangrove habitat.
· The development and implementation of a revised freshwaterlstormwater
management system for the developed uplands lying east of Clam Bay will
facilitate a reexamination of the role of fresh water In the Clam Bay system,
with an anticipated result being a significantly reduced level of fresh water
Irrigation for Pelican Bay and a modified landscape palette to be introduced over
time. .
Clam Bay Subcommittee June 17.2010
VltI-4-a New Business
1380f371
Attachment B
List of Wetland Resource/ERP/ACOE Permits:
Agency Date No.trype of Application Action Taken
1. ACOE 4/3/96 19950 I 027 (L?-CC) Excavate 9,200 cubic yards of
shoaled sand
2. FDE? 4110/96 ] 1-2859039, Collier County Emergency Maintenance
Dredging of Flushing Outlet
3, FOE? 511/96 112870025 Wetland Enhancement
4, ACOE 6/26/96 199601979 (L?-CC) Manual excavation for the re-
opening of 1312 linear feet of
main tidal channels
5. ACOE ]/28/97 199602789 (L?-CC) Hydraulic power unit (durable
pump)
6. FDE? 1/2/97 CO-578 2 portable hydraulic dewatering
pumps
J";';'!;~~~~
,.of'... ~\'
,. '60..... .
~'~ ,":'
Ie ;.t\.-'~
~, FlOflIt)" I
.. .~
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
1390f371
SECTION C
Environmental Resource Permit Notice of Receipt of Application
This information is required in addition to that required in other sections of the application, Please
submit five copies of this notice of receipt of application and all attachments with the other required
information. PLEASE SUBMIT ALL INFORMATION ON PAPER NO LARGER THAN 2' x 3'.
Project Name: Clam Bav Restoration and Management Plan
County: Collier Countv
Owner: Collier Countv
Applicant: Collier County Pelican Bay Services Division
Applicant's Address: 801 Laurel Oak Drive, Suite #605
Naples. FL 34108
1, Indicate the project boundaries on a USGS quadrangle map. Attach a location map
showing the boundary of the proposed activity, The map should also contain a north arrow
and a graphic scale; show Section(s), Township(s), and Range(s); and must be of sufficient
detail to allow a person unfamiliar with the site to find it. Copies attached.
2, Provide the names of all wetlands, or other surface waters that would be dredged, filled,
impounded, diverted, drained, or would receive discharge (either directly or indirectly), or
would otherwise be impacted by the proposed activity, and specify if they are in an
Outstanding Florida Water or Aquatic Preserve: Clam Bay - which is not an
Outstanding Florida Water or Aquatic Preserve.
3. Attach a depiction (plan and section views), which clearly shows the works or other
facilities proposed to be constructed, Use multiple sheets, if necessary, Use a scale
sufficient to show the location and type of works. Copies attached.
4, Briefly describe the proposed project (such as "construct a deck with boat sheller", "replace
two existing culverts", "construct surface water management system to serve 150 acre
residential development"):
Mangrove estuary restoration through implementation of several management
activities.
5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be
disturbed, filled, excavated, or otherwise impacted by the proposed activity: wt
Approximately 4.26 acres of excavation and 7.1 acres of spoil disposal. ~ ;2:1,= (~. f'
6, Provide a brief statement describing any proposed mitigation for impacts to wetlands and
other surface waters (attach additional sheets if necessary):
Not applicable.
04I1&i87-W-SECTlON.C
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
140 of 371
SECTION E
INFORMATION FOR STANDARD GENERAL, INDIVIDUAL AND CONCEPTUAL
ENVIRONMENTAL RESOURCE PERMITS FOR PROJECTS NOT RELATED TO A
SINGLE FAMILY DWELLING UNIT
Please provide the information requested below if the proposed project requires
either a standard general, individual, or conceptual approval environmental
resource permit and is not related to an individual, single family dwelling unit,
duplex or quadraplex. The information listed below represents the level of
information that is usually required to evaluate an application. The level of
information required for a specific project will vary depending on the nature and
location of the site and the activity proposed. Conceptual approvals generally do
not require the same level of detail as a construction permit. However, providing a
greater level of detail will reduce the need to submit additional information at a
later date. If an item does not apply to your project, proceed to the next item.
PLEASE SUBMIT ALL INFORMATION ON PAPER NO LARGER THAN 24" X 36".
I. Site Information
A. Provide a map(sl of the project area and vicinity delineating
USDA/SCS soil types. See attached soil map.
B. Provide recent aerials, legible for photointerpretation with a scaie of
1" = 400 ft, or more detailed, with project boundaries delineated on
the aerial. To be provided. See F.igures 4.5.3 (bHd2) for larger scale
aerials
C. Identify the seasonal high water or mean high tide elevation and
normal pool or mean low tide elevation for each on site wetland or
surface water, including receiving waters into which runoff will be
discharged. Include dates, datum, and methods used to determine
these elevations. See Restoration and anagement Plan.
D. Identify the wet season high water tables at the locations
representative of the entire project site. Include dates, datum, and
methods used to determine these elevations. Not applicable.
II. Environmental Considerations
A. Provide results of any wildlife surveys that have been conducted on
the site, and provide any comments pertaining to- the project from the
Florida Game and Fresh Water Fish Commission and the U.S. Fish and
Wildlife Service. To be provided.
0.4/18/87 .w. SECTION.E
Page 1 of 9
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
1410f371
B. Provide a description of how water quantity, quality, hydroperiod, and
habitat will be maintained in on-site wetlands and other surface
waters that will be preserved or will remain undisturbed. See
Restoration and Management Plan.
C. Provide a narrative description of any proposed mitigation plans,
including purpose, maintenance, monitoring, and construction
sequence and techniques, and estimated costs. Not applicable.
D. Describe how boundaries of wetlands or other surface waters were
determined. If there has ever been a jurisdictional declaratory
statement, a formal wetland determination, a formal determination, a
validated informal determination, or a revalidated jurisdictional
determination, provide the identifying number. Waiver requested.
E. Impact Summary Tables:
1. For all projects, complete Table 1, 2 and 3 as applicable.
See Restoration and Management Pian.
2. For docking facilities or other structures constructed over
wetlands or other surface waters, provide the information
requested in Table 4. Not applicable.
For shoreline stabilization projects, provide the information
requested in Table 5. Not applicable.
III. Plans
Provide clear, detailed plans for the system including specifications, plan
(overhead) views, cross sections (with the locations of the cross sections
shown on the corresponding plan view), and prOfile (longitudinal) views of
the proposed project. The plans must be signed and sealed by a an
appropriate registered professional as required by law. Plans must include
a scale and a north arrow. These plans should show the following:
A. Project area boundary and total land area, including distances and
orientation from roads or other land marks; See Restoration and
Management Plan.
Existing land use and land cover (acreage and percentages), and on-
site natural communities, including wetlands and other surface
waters, aquatic communities, and uplands. Use the Florida Land Use
Cover & Classification System (FLUCCS)(Level 3) for projects
proposed in the South Florida Water Management District, the St.
Johns River Water Management District, and the Suwannee River
04116/91. W. SECTION.E
Page 2 of 9
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
142 of 371
Water Management District and use the National Wetlands Inventory
(NWI) for projects proposed in the Southwest Florida Water
Management District. Aiso identify each community with a unique
identification number which must be consistent in all exhibits, To be
provided.
B. The existing topography extending at least 100 feet off the project
area, and including adjacent wetlands and other surface waters, All
topography shall include the location and a description of known
benchmarks, referenced to NGVD. For systems waterward of the
mean high water (MHW) or seasonal high water lines, show water
depths, referenced to mean low water (MLW) in tidal areas or
seasonal low water in non-tidal areas, and list the range between
MHW and MLW. For docking facilities, indicate the distance to,
location of, and depths of the nearest navigational channel and
access routes to the channel. See Restoration and Management Plan.
C. If the project is in the known flood piain of a stream or other water
course, identify the flood plain boundary and approximate flooding
elevations; Identify the 100-year flood elevation and floodplain
boundary of any lake, stream or other watercourse located on or
adjacent to the site; Not Applicable.
D. The boundaries of wetlands and other surface waters within the
project area. Distinguish those wetlands and other surface waters
that have been delineated by any binding jurisdictional determination;
No jurisdictional determinations have been performed. A waiver is
requested.
E. Proposed land use, land cover and natural communities lacreage and
percentages), including wetlands and other surface waters,
undisturbed uplands, aquatic communities, impervious surfaces, and
water management areas. Use the same classification system and
community identification number used in III (6) above. Not applicable.
F. Proposed impacts to wetlands and other surface waters, and any
proposed connections/outfalls to other surface waters or wetlands;
See Restoration and Management Plan.
G. Proposed buffer zones; Not applicable.
H. Pre and post-development drainage patterns and basin boundaries
showing the direction of flows, including any off-site runoff being
routed through or around the system; and connections between
wetlands and other surface waters; Not applicable.
04{18/97 . W. SECT10N.E
Page 3 of 9
Clam Bay Subcommittee June 17, 2010
Vlll.4~a New Business
1430f371
I. Location of all water management areas with details of size, side
slopes, and designed water depths; Not applicable.
J. Location and details of all water control structures, control elevations,
any seasonal water level regulation schedules; and the location and
description of benchmarks (minimum of one benchmark per
structure); See Restoration and Management Plan.
K. Location, dimensions and elevations of all proposed structures,
including docks, seawalls, utility lines, roads, and buildings; Not
applicable.
L. Location, size, and design capacity of the internal water management
facilities; Not applicable.
M. Rights-of-way and easements for the system, including all on-site and
off-site areas to be reserved for water management purposes, and
rights-of-way and easements for the existing drainage system, if any;
Not applicable.
N, Receiving waters or surface water management systems into which
runoff from the developed site will be discharged; Not applicable.
O. Location and details of the erosion, sediment and turbidity control
measures to be implemented during each phase of construction and
all permanent control measures to be implemented in
post-development conditions; See Restoration and Management Plan.
P. Location, grading, design water levels, and planting details of all
mitigation areas; Not applicable.
Q. Site grading details, including perimeter site grading; Not applicable.
R. Disposal site for any excavated material, including temporary and
permanent disposal sites; See Restoration and Management Plan.
S. Dewatering plan details; Not applicable.
T.
For marina facilities, locations of
fueling facilities, boat repair and
cleaning stations; Not applicable.
any sewage pumpout facilities,
maintenance facilities, and fish
U. Location and description of any nearby existing offsite features which
might be affected by the proposed construction or development such
O4J18197 . W. SECTION.E
Page 4 of 9
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business
144of371
as stormwater management ponds, buildings or other structures,
wetlands or other surface waters. Not applicable.
V. For phased projects, provide a master development plan. See
Restoration and Management Plan for the phasing of restoration
activities.
IV. Construction Schedule and Techniques
Provide a construction schedule, and a description of construction
techniques, sequencing and equipment. This information should specifically
include the following:
A. Method for installing any pilings or seawall slabs; N/A
B. Schedule of implementation of a temporary or permanent erosion and
turbidity control measures; See the Restoration and Management
Plan.
C. For projects that involve dredging or excavation in wetlands or other
surface waters, describe the method of excavation, and the type of
material to be excavated; See the Restoration and Management Plan.
D. For projects that involve fill in wetlands or other surface waters,
describe the source and type of fill material to be used. For shoreline
stabilization projects that involve the installation of riprap, state how
these materials are to be placed, (i.e., individually or with heavy
equipment) and whether the rocks will be underlain with filter cloth;
See the Restoration and Management Plan.
E. If dewatering is required, detail the dewatering proposal inCluding the
methods that are proposed to contain the discharge, methods of
isolating dewatering areas, and indicate the period dewatering
structures will be in place (Note a consumptive use or water use
permit may by required); N/A
F. Methods for transporting equipment and materials to and from the
work site. If barges are required for access, provide the low water
depths and draft of the fully loaded barge; See the Restoration and
Management Plan.
G. Demolition plan for any existing structures to be removed; N/A
04/18f97.W-SECTION.E Page 5 of 9
Clam Bay Subcommittee June 17, 2010
VIII-4.a New Business
145 of 371
H. Identify the schedule and party responsible for completing monitoring,
record drawings, and as-built certifications for the project when
completed. Not applicable.
V. Drainage Information
A. Provide pre-development and post-development drainage calculations,
signed and sealed by an appropriate registered professional, as
follows: Not applicable.
1. Runoff characteristics, including area, runoff curve number or
runoff coefficient, and time of concentration for each drainage
basin;
2. Water table elevations (normal and seasonal high) including
aerial extent and magnitude of any proposed water table
drawdown;
3. Receiving water elevations (normal, wet season, design storm);
4. Design storms used including rainfall depth, duration,
frequency, and distribution;
5. Runoff hydrograph(s) for each drainage basin, for all required
design storm event(s);
6. Stage-storage computations for any area such as a reservoir,
close basin, detention area, or channel, used in storage routing;
7. Stage-discharge computations for any storage areas at a
selected control point, such as control structure or natural
restriction;
8. Flood routings through on-site conveyance and storage areas;
9. Water surface profiles in the primary drainage system for each
required design storm event(s);
10. Runoff peak rates and volumes discharged from the system for
each required design storm event(s); and
11. Tail water history and justification (time and elevation);
12. Pump specifications and operating curves for range of possible
operating conditions (if used in system).
04nafQ7.W-SECTlON.E Page 6 of 9
Clam Bay Subcommittee June 17. 2010
VIlI-4-a New Business
146 of 371
B. Provide the results of any percolation tests, where appropriate, and
soil borings that are representative of the actual site conditions;
C. Provide the acreage, and percentages of the total project, of the
following: Not applicable.
1. impervious surfaces, excluding wetlands,
2. pervious surfaces (green areas, not including wetlands),
3. lakes, canals, retention areas, other open water areas,
4. wetlands;
D. Provide an engineering analysis of floodplain storage and conveyance
(if applicable). including: Not applicable.
1. Hydraulic calculations for all proposed traversing works;
2. Backwater water surface profiles showing upstream impact of
traversing works;
3. Location and volume of encroachment within regulated
floodplain(s); and
4. Plan for compensating floodplain storage, if necessary, and
calculations required for determining minimum building and road
flood elevations.
E. Provide an analysis of the water Quality treatment system including:
Not applicable.
1. A description of the proposed stormwater treatment
methodology that addresses the type of treatment, pollution
abatement volumes, and recovery analysis; and
2. Construction plans and calculations that address stage-storage
and design elevations, which demonstrate compliance with the
appropriate water quality treatment criteria.
F. Provide a description of the engineering methodology, assumptions
and references for the parameters listed above, and a copy of all such
computations, engineering plans, and specifications used to analyze
the system. If a computer program is used for the analysis, provide
04"8/97 - w. SECTION.E
Page 7 of 9
Clam Bay Subcommittee June 17, 2010
VIII~4.a New Business
147 of 371
the name of the program, a description of the program, input and
output data, two diskette copies, if avaiiable. and justification for
model selection.
VI. Operation and Maintenance and Legal Documentation
A. Describe the overall maintenance and operation schedule for the
proposed system. See the Restoration and Management Plan.
B. Identify the entity that will be responsible for operating and
maintaining the system in perpetuity if different than the permittee, a
draft document enumerating the enforceabie affirmative obligations on
the entity to properly operate and maintain the system for its
expected life, and documentation of the entity's financial
responsibility for long term maintenance, If the proposed operation
and maintenance entity is not a property owner's association, provide
proof of the existence of an entity, or the future acceptance of the
system by an entity which will operate and maintain the system. If a
property owner's association is the proposed operation and
maintenance entity, provide copies of the articles of incorporation for
the association and copies of the declaration, restrictive covenants,
deed restrictions, or other operational documents that assign
responsibility for the operation and maintenance of the system.
Provide information ensuring the continued adequate access to the
system for maintenance purposes. Before transfer of the system to
the operating entity will be approved, the permittee must document
that the transferee will be bound by all terms and conditions of the
permit. The applicant. Pelican Bay Services Division will be the
responsible operation and maintenance entity.
C. Provide copies of all proposed conservation easements,. storm water
management system easements, property owner's association
documents, and plats for the property containing the proposed
system. To be provided if determined to be necessary.
D. Provide indication of how water and waste water service will be
supplied. Letters of commitment from off-site suppliers must be
included, Not applicable.
E. Provide a copy of the boundary survey and/or legal description and
acreage of the total land area of contiguous property
owned/controlled the applicant. To be provided if determined to be
necessary.
04/18/97 . W. SECTION,E
Page B of 9
Clam Bay Subcommittee June 17. 2010
VIlI-4-a New Business
148 of 371
.
VII. Water Use
Not applicable.
A. Will the surface water system be used for water supply, including
landscape irrigation,or recreation.
B. If a Consumptive Use or Water Use permit has been issued for the
project, state the permit number.
C. If no Consumptive Use or Water Use permit has been issued for the
project, indicate if such a permit will be required and when the
application for a permit will be submitted.
D. Indicate how any existing wells located within the project site will be
utilized or abandoned.
04118/97' W' SECTtON.E
Page 9 of 9
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New
149 of 371
FORMM: G<I~,'OO(11
FORM TlTl.E: JOINT ENVIRONMENTAL.
RESOURCE PERMIT APPLICATION
DATE: Octob.r3, 1995
SECTION G
Application for Authorization to use Sovereign Submerged lands
Part I: Sovereign Submerged lands title information (see Attachment 5 for an
explanation). Please read and answer the applicable questions listed below:
A. I have a sovereign submerged lands title determination from the Division of
State lands which indicates that the proposed project is NOT ON sovereign
submerged lands (Please attach a copy of the title determination to the
application), Yes 0 No ~
· If you answered Yes to Question A and you have attached a copy of the
Division of State Lands Title Determination to this application, you do not
have to answer any other questions under Part I or II of Section G,
B, I have a sovereign submerged lands title determination from the Division of
State Lands which indicates that the proposed project is ON sovereign
submerged lands (Please attach a copy of the title determination to the
application). Yes 0 No if
· If you answered yes to question B please provide the information
requested in Part II. Your application will be deemed incomplete until the
requested information is submitted,
. (;'. I am not sure if the proposed project is on sovereign submerged lands (please
check here). 0
· If you have checked this box department staff will request that the
Division of State Lands conduct a title determination. If the title
determination indicates that the proposed project or portions of the
project are located on sovereign submerged lands you will be required to
submit the information requested in Part II of this application. The
application will be deemed incomplete until the requested information is
submitted.
D, I am not EUre if the proposed project is on sovereign submerged lands and I DO
NOT WISH to contest the Department's findings (please check here). 0
· If you have checked this box refer to Part II of this appHcation and provide
the requested information, The application will be deemed incomplete
until the requested information is submitted,
Page 1 of 5
RECEIVED
APR 21 1997
t;UiiEAli OF BEACHES
& COASTAL SYSTEMS
Clam Bay Subcommittee June 17, 2010
y~~-~~a3~~w BUj:~~~~.G~:E,~.'~(lJ.,\:" ;:""::'-v."
::,:;,,/fORM TJTL.E:::'JOt'f[ eNVIRONMENTAl
\#::;:";. RESOURCE PERMfrAPPUCATlON"
::?:;;~~.e:,gf0~7:;}~:~'~;:?~\0~:':{ ;:,;~:;:<;' /:','
For multi-family residential developments, such as condominiums,
town homes, or subdivisions, provide the number of living units/lots and
indicate whether or not the common property (including the riparian upland
propertyl is or will be under the control of a homeowners association,
For projects sponsored by a local government, indicate whether or not the
facilities will be open to the general public. Provide a breakdown of any fees
that will be assessed, and indicate whether or not such fees will generate
revenue or will simply cover costs associated with maintaining the facilities.
C. Provide a detailed statement describing the existing and proposed activities
located on or over the sovereign submerged lands at the project site. This
statement must include a description of docks and piers, types of vessels
(e.g., commercial fishing, IIveaboards, cruise ships, tour boats), length and
draft of vessels, seyvage pumpout facilities, fueling facilities, boat hoists, boat
ramps, travel lifts, railways, and any other structures or activities existing or
proposed to be located waterward of the mean/ordinary high water line.
If slips are existing and/or proposed, please indicate the number of powerboat
slips and sailboat slips and the percentage of those slips available to the
general public.on a "first come, first served" basis. This statement must
include a description of channels, borrow sites, bridges, groins, jetties,
pipelines or other utility crossings, and any other structures or activities
existing or proposed to be located waterward of the mean/ordinary high water
line. For shoreline stabilization activities, this statement must include a
description of seawalls, bulkheads, riprap, filling activities, and any other
structures or activities existing or proposed to be located along the shoreline.
D. Provide the linear footage of shoreline at the mean/ordinary high water line
owned by the applicant which borders sovereign submerged lands.
E. Provide a recent aerial photo of the area. A scale of 1" = 200' is preferred.
Photos are generally available at minimal cost from your local government
property appraiser's office or form district Department of Transportation
offices. Indicate on the photo the specific location of your property/ project
site.
Page 3 of 5
Consents of Use
Aerial Utility Crossing wIno support structures on sovereign submerged lands
Private Dock .
Public Dock
Multi-family Dock
Fishing Pier (Private or Multi-family)
Private 80at Ramp
Sea Wall
Dredge
Maintenance Dredge
Navigation Aids/Markers
Artificial Reef
Riprap
Public Boat Ramp
Public Fishing Pier
Repair/Replace Existing Public Fishing Pier
RepairlReplace Existing Private Dock
Repair/Replace Existing Public Dock
Repair/Replace Existing Multi-family dock
Repair/Replace Existing Fishing Pier (Private or Multi-family)
Repair/Replace Existing Private 80at Ramp
Repair/Replace Existing Sea Wall, Revetments or Bulkheads
Repair/Replace/Modify structureslactivities within an existing lease, easement,
management agreement or use agreement area or repair/replace existing
grandfathered structures
Repair/Replace Existing Public Boat Ramp
"
Miscellaneous
/'
V
Clam Bay Subcommittee June 17, 2010
~;:;;'.;C" _~
8iscayne Bay Letters of Consistencyllnconsistency w/25B.397, F.S.
Management Agreements - Submerged Lands
Reclamation
Purchase of Filled, Formerly Submerged Lands
Purchase of Reclaimed Lake Bottoms
Treasure Salvage
Insect Control Structures/Swales
Miscellaneous projects which do not fall within the activity codes listed
above
PageS of5
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
152of371
AtJr 02, 1997 - 12:01:39 D:\0YiC\0102\PR079S01.dwq
liARl ANNA
~
.
~
,...
I
PROJECT
LOCATION
iiI AliI
KEY "EST
LOCATION
MAP
PROJECT: CLAM BA Y
.. APPLICANT: PELICAN BAY SERVICES DIVISION
WI~~~~~~.~~J;b!: ER
:1200 ..u.,. L.a.., hI" t'OO, M..~~:"~I=~ ....t=-(~cr, ~~ h. (k11 -..'-6"1.
"""""
Figure ,
1.1 (0)
COWER
49S 25E
""" HO,
N0102-0BO-001-ERPAP
0IlWN In' [Wp 1010.
L,/./,8. 918
"TO
APR" 1997
IlEVIlO:
stc: 4,9
""""
PER-79
StiEt'l1<<):
1 OlJS
STEPHEN MEANS
Fl.A REO'. 356.'"
Clam Bay Subcommittee June 17, 2010
VIH-4-a New Business
153 of 371
Apr 02. 1997 - 12:(K:16 O:\OWG\0102\PR079S02.dW9
C)
c
r
"Il
o
"Il
s:
I'l
><
-
o
o
VAND[RBIL T
. ' 992 DIE-OFF AREA = (7.4 ce.)
~
.
~
I
--l
<(
er::
I-
:2
<(
:2
~
,-.
'<;j-
(J)
::J
LOCATION OF 1992 MANGROVE DIE-OFF AREAS
PROJECT: CLAM BA Y
APPLICANT: PELICAN BA Y SERVICES DIVISION
WILSON
.
MILLER
LEWIS ENVIRONMENTAL
SERVICES, INC.
"""""
COLLIER
4.9 aGe
495 25E
~ECTHo.
N0102-080-001-ERPAP
DItWN [""lill.
L././,8, 918
ru: "'"
PE:R-79
'"""....
2 I'Jf'J5
,".
APR.. 1997
Rtvlla,
Figure ,
1.1(b)
STEPHEN !oCEANS
FtA. REG. J664~
Clam Bay Subcommittee June 17. 2010
VIII-4-a New Business
1540f371
\pr 02. 1997 - 12:004-:56 D:\OWC\01C2\f:JRD79S0.idwg
. 1995 DIE-OFF AREA = (29.6 OC,)
LOCATION OF
PROJECT: CLAM BA Y
APPLICANT: PELICAN BA Y SERVICES DIVISION
C)
C
r
."
o
."
...~
r'"l
><
-
o
o
WILSON
.
MILLER
VANDERBIL T
BEACH ROAD
s
-.
I
0;-
'=t
(fJ
=:J
1995 MANGROVE DIE-OFF AREAS
LEWIS ENVIRONMENTAL
SERVICES, INC.
~ COLLIER
495 25E
PROJECT NO.
N0102-080-007-ERPAP
0ftWI0j 11'I' twP NO.
L.U.8, 918
Figure
1.1 (c)
SEe: 4,9
"''JiPR.. 1997
""""
"'...
PE:R-79
~[JNlh
J 01'$5
STEPHEN I.l.EANS
F'IA REC. 35844
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
1550f371
r 09, 1997 - 08:26:40 O:\DWG\Ol 02\PR079S04,d~
C)
c
r
...,.,
o
...,.,
s::
[Tl
><
-
o
o
VANDER81L T
. FEB., 1996 DIE-OFF AREA = (8.9 ce.)
TOTAL DIE-OFF = 45.9 ce.
LOCATION OF 1996 MANGROVE DIE-OFF
AREAS
PROJECT: CLAM BA Y
APPLICANT, PELICAN BA Y SERVICES DIVISION
WILSON
.
MILLER
~
~
I
-1
<(
a:::
I--
:2
<(
:2
~
or-
..q-
if)
=>
Figure
1.1 (d)
LEWIS ENVIRONMENTAL
SERVICES, INC.
COVlm": COLLIER OA~PR" 1997
c: 4,9 lll'P: flE'Y NO:
495 2SE
~OJtcTHo.. I'll);
NOI02-080-001-ERPAP PCR-79
0ftWN If'l'/[UII loCO. 51 NO: STEPHEN folEANS
L.M.B. 918 <4 Of 35 FlA. REC. 36644
Clam Bay Subcommittee June 17, 2010
VIH-4-a New Business
156 of 371
'~f"'_
('~~\
, ,
, '
\ \
\ \
/ "
" I
" ,
,...-------------------------------' L___~_____________.
oJ !
r----------
/
i
/
,
,
I
,
~
~
~
~
,
0'
,I
0'
~,
xl
'"
i;jl
"'I
~I
~II
!fil'
0'
~!
1/
/'
.rJ
,
OF MEXICO
GULf
LJCLAMELA."l'MANCIroVES
~CLAAlSAYW"'TER
MAP OF CLAM BAY
FIGURE
3.2.2.1.0
1I1t.sON,.!!~..!...~.!-m:. INt:. 'PtLlClll~"l' StfMC[~ DM$ION
~~::?::;:..;;:~==" ....... 1.0C,o,IIQN 1,W>
P[UCANR.\Y/Cl.>>IllII"!'
co...., .., ;"_1'
~:~~ Bay Subco~mittee June 17,
-a New BUSiness
157of371
2010
"
':.' I
_..___~,.-.I.i
PElICAN BAY ST
MANAGE:MENT SYST ORMWATER
EM (NORTH HAU')
GUlf OF I.l[XICO
lCCC_O
....ll~COIfflI~:1I.~ts
f\.O"OIIItX11O><1
IZ'Xlli'I """""""~..-
~OI1'_SlTttllNTnl"""""=,,"CA~
0'" ~ &f=---"""!;D
~-
.llSQII, wru.tR DART ~ i.~ --'~W.10l'"
_.-...:._ONIlP[U.ltlC.....
~~..z:.:-'~-- ...!-,.. Ptu~ SA.'r SEfMCES OM
~,., ~_,~,.;.;.~"',.~,.,". ,~.r - P~lIC1.1< 6O.Y SOUTH SlON
W,I,IAc;tl.lCHT S'rSn... d"~~:e
FIGURE
3.2.2.1.b
l'EUCAIlIlAY!CI"AUaAY
("'~ .,
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
158of371
1
1
~
l
1
1
1
1
1
1
1
1
1
1
1
1
,I
1
~'1 I
-
z-
-..-::-.-'
cuLf or \.lEXICO
PElICAN BAY STORMWATER
MANAGEMENT SYSTEM (SOUTH HALf")
I
I
~ECOlO
WA,," """"""'S'.-..e!V_(S
"""'l!\II(eI'l_
_"""tMl'!wm..oo:>Ul'r
11II Ofr-JIlt tDOn<atlJro.:...to, ~ &r=' PO><g ~l\O.lto
D"........ 1iiIiiI~~""[A-tolrl'
FIGURE
3.2.2.1.c
Yl(.$OIl, IUWR.JMlTOIf IcPXEX,mc. 'PEUCAtl BA,Y$ERVlCtSOlVlSIOIl
-=-...:...-:-..:.=:..- ~....., LJCAH 8/.Y HIl~Tli Wl.TE
i!!.-':::?t.:':"i:.":':'..~~"i'_"..,~,~" '\.'?~ l,j.o.lMCEM(NT snm.. EXl!TIItC
FE~iCNl 8/.Y/CLAll BAY
ro.... ,
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
1590f371
""r 02. 1997 - 12:05:09 D:\DwG\0102\PR079SC8,d",q
[
-
. TIDE GAUGE
o TIDE STAFF GAUGE
. SALINITY
o CURRENT
SALINITY AND TIDE GAUGE
FIELD STATIONS
PROJECT: CLAM 8A Y
APPLICANT: PELICAN 8A Y SERVICES DIVISION
WILSON
MItER
"""'m
Figure ,
3.2.3.1(0)
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
COLLIER
HC: 4,9 l'lilPl RGE:
495 25E
PROJECT NO.
N0102-OBO-001-ERPAP
0IIWt0l I'I"/uP NO.
L/,I,8, 918
""'APR" 1997
",v...,
"'"
P~R- 79
""'" ..
8 OF.J5
O. T, TACKNEY
FLA REC. 2053B
Clam Bay Subcommittee June 17, 2010
VIfI-4-a New Business
160 of 371
Apr 02, 1997 - 12:07:'3 O:\0WC\0102\PR079S09.dwg
-
[
8
ClAM
PASS
7
EXISTING AND PROPOSED WATER QUALITY
MONITORING STATIONS
PROJECT: CLAM 8A Y
APPLICANT: PELICAN 8A Y SERVICES DIVISION
WILSON
M;tER
"""""
",,,,,-
APR.. 1997
'tv"'"
COLLIeR
SEC: 4,9 lWP; RCE::
495 25<
,or NO.
N0102-OBO-OO1-ERPAP
DRw9jfl(/(III'Hl).
L.M.,8, 918
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
... ""
PER-79
""" ..
9 Qjl'J5
5
4
3
2
1
Figure ,
3,2.3.3.(0)
O. T. TACKNEY
FlA. REC. 20$83
o
;;
N
<-
.
C
o
,
.
.
" ~
E ~
E .!:;
o ~
u 0
DaJ
J5~.-
~Z <-
t!5f1l""
E..fo
l'Il:'-
u>~
,
.-
, I
~I
t iJI
i
~ j
<:( j
~ ,
h .'
15 .
ru ~ "
<!l '" ca:
~ 'tl
Ql
~ -t: f::'
~ (J -co;
'l' rJ)
" ~ " <J'
0
UJ 0 '- .Cl)~
- Q.
Cl: ~ Jg
I ::;, ~ ai >"
<!l ';0'
i!: e E "
~ ~
~ Q. ".
,g -
Cl: 'C::
>- !
ca ....-~!: :~CJ: ~
~ ',m~':,;::1,:
:5 j
() .
,
..r
...
,
':'1-
,,','-
~t!:
"'-
-!!!
'"
-e
.,
"
.!l2
.Q
tj,
o
S
-,"'.
.'
".-,
;'-'::-'
";;,;:
f.,.;"
rn '0 rn '" ~ ~ "'" c;;-
c: .- c: I/) ~ OJ
'0; CO 'C Q.) en u: e! en
'" -OJtl ... :;!:. () :i
OJ o OJ 0
() -C~ '" (ij
C.- a.. Ul !:'l
e OJ "''0 1: Qi '0 c:
CL E C:._ OJ c i= OJ
a.Wfe ~ c: ~ E
'0 Oo/:f'" 8 '" ,g OJ
c: Qi~5 -<= >
'" u .f!l e
> c::;:l .f!l "'
'" OJ OJ '" -"
~ ClEtl '" gj '"
<= rn .5
IT: a'o '" CL
- o OJ ~ E
'E oc3- '"
Q; u
CL
~l EE
~
~
"
"
en
ffi~
m~
~:i
~ en
.9 '~
~(ij
o~
c ~
o OJ
rooo
E >:
c-<=
- '"
i!!
lJ..
'0 ~
c:'"
"''''
]!2~
'0 :fi
"'rn
(j) ::l
- -
o '"
rno:
,E
1:'
'"
a:
"'~
> '"
0'"
E...
OJ-
0:
OJ
>
e
rn
c:
'"
~
'0
'"
OJ
Cl
~ ~
~~
'"
U5~
OJ '0
> :ii
e-
"'~
c:
'"
~
'"
.E
1:'
'"
a:
'"
~
'0
o
;;
"
~
UJ
'"
<-
Ii:
UJ
!l..
~
x
~
8
"
;;
"
~
~
.
.
c
~
.
"
E
~
U
~
'[
"
o
;;
N
~
~, ~ ~
~
., I~
-
,
, ~
0
,
,
:::f'
,
c,
h ,
rn .!!!
0
51 0
.8 ,
(!J ~
~ ':\ftI,
~ 'tl
" '",
~ 0:: - " I .
V) -, -
~ . ",I
't Ql I
" ~ - , 'i1i:
lJJ .g ui I I
0:: J: Ql Ql .~; I I
:;, f3 -<:: \CO' I ,
I~ 0 I
s: V) >'
c: 01 I
~ 0 z: I
'- ~'I I ;1
I ~ -
I ~ 0' 1-
~ c: ',:0', '2 '2 '2 '2 IB'
Ql "Q; 0 ,2 .2 .2
~ 1: J(1)' '2 f.i '2 :N c: :N '2 :E '2 -ll
~ en .2 E 2 .2 .2 .2
~'( ~ti[!'~ rn ~ r-ro- c: - I- rn r-- c: f- - ro r-- c: r-- - ro
e N OJ N '" to! '" N '" N
,cn'f/ ~...::J' 'c ~ E 'c - E >: E 'c >: E 'c -E
- ,C)~ {<Co: c:
V) '" '" '" >< '" '" '" '" '" ro ><",
- r-- ",'0 <i - - '0 <i - I- '0 <i - - '0 -
~"'I '" " a. '" " '" " 2' " a.
~ g 0 " E
',,- 115 0- E 0- ii5 E ~ E
l'-3! '0 Q.. 0 0 (J)_
~ ~ ~ ~ ~ - -
w I
a;
<i
:>i E I
",. 0
() I
'r-- li- J
.!!l 61 .!2 ... ~ 10 '" i1 '- .~ I
.9 & " .~ ai .l'l ,g ~ .l'l
-.", "" ~ co 0 ~ 1E
<:: ;:, <1J <;; 1: 1: u:
.l'lco -<:: 5: E E f I
<:: <:: @ " .!!! &: ...
<1l '- <C .EJ
. Cl <1l <C S ,t II <1l .8
co ~ '-
... ~ .~ t>- .8 '" V) 0!2
.l'l ~ '" c: '- .",
:zg ." .l'l '" "
~ ," 'i3 c: ."
~ "" N g M 'E i1 .... ~ <1l '" ;:, CD ~
<1l ,~ .(::!
0 E <1l 0 ~ 0 .l!l 0 0 e 0 5 <1J
10 .Q <!l -J
Z .8 z co Z <1l u.: Z ll: &: z z ,
><CI) " '" >< ll: ><
g >< E >< ><
'0 " r" " " 'tl 'tl
" :l .a :l :l :l
- - - - -
rn cn cn rn en rn
.
c
o
,
.
~ .
E ;fl
E .S:
o .
u 0
~Cl
j5~.-
>z ~
~(Q(")
Efo
~-N
o5~
on
"
'0
;;
.
~
"
'"
"-
0:
UJ
<L
.
~
I
,;
~
"
~
.
.
.
o
~
.
=
,
.
u
"
.~
o
;:
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
1630f371
Apr 02. 1997 - 12:09:01 D:\OWG'\0102\~079S12.dw;
\ ~'rn ~
. !~
LEE COUNTY
\ , COLUE C~ "'" ~
,.rr' rJ t)
l"ilt=:=
~l IV ~
~AH I
'::l-".
. - ~J h J
\~ 0
,
l '1 " I ill n
\~ . PROJECT L ,,.l111L 'L L
LOCATION
11 -L
0 \.S F I
11 n
~
~ r af '-->
0 -; J c-
O /':1 c=< ~
~/ c ~
1
ClAM BAY--- _.lnJ.o
1::-1 PI~ ..., n
( Et', \" I ! W W'-- r-'
I\s,:: ....tEI " ~
0 VE:;' t
<4 L
i)l 2
J
? ~ - =
'? ~ u / i'
~ ~- ...c
~
,v' ~ ' -1
r-- , 1
,
, ........./
/"- ~Cl ;: 1 I .1
lJ
r
Cl
C
I
LOCATION MAP
PROJECT: PELICAN BAY/CLAM BAY-SEAGATE CULVERTS IMPROVEMENTS
. APPLICANT: PELICAN BA Y SERVICES DIVISION
Figure ,
4.5.1.(0)
WI~&~~~~~~~J;b~E R
atOO a.Uq L.a., ....Ila no. 1I'.~~u.:-.~ ""t=- (:'7) t4~ ru (Io4J) "':I-G?1t
"""""
Q
Ll4Ttl 01 97
"""'"
76
I"fIO,jEcr HQ"
495
0lOJ87
~IT/D/J'NO,
J.C,R JI9
STEPHEN A. MEANS
FLA REC. , J6B4~
"'"
P.R- 79
SHEa MOl
'2 or"S
Clam Bay Subcommittee June 17. 2010
VIII-4-a New Business
164 of 371
Apr 02, 1997 - 12:09:50 O:\DWC\0102\PR079S'J.dwc;
1aU;1".. 1"'20'1
-
"1.-
~.
."
~.
.'
EXISTING TRIPLE
24- ROUND
REINFORCED
CONCRETE PIPE
(l'tPlCAl)
~
~
<:>
."
.'
/.,....
."
.'
."
.'
PLAN VIEW
/XISTING GRADE'\.. t SEAGATE ORNE
I /,XISTlNC HEADWAll.
---1- (l'IPICAl)
-----------.::;: = - = =----------
,......- - ---"T
II 11
II It
-M-----__
--- -----___..c: ~ _ _ _ _ _ _ _ ~~ I ___
SECTION
EXISTING CONDITIONS
PROJECT: PELICAN BAY/CLAM BAY-SEAGATE CULVERTS IMPROVEMENTS
. APPLICANT: PELICAN BA Y SERVICES DIVISION
WI~~~~~~~~k:!:'ER ~o
.00 kU., w.., ~1\8 toG, "'~~~l~ -=(tch t4~ .... (.41) 14S-0711
"""'"
Figure ,
4.5,1.(b)
COLLIeR
-.
16 495 25(
or N~
0IOJ-08/-005
OftwIolrnftlll'MO.
J,C,R JI9
..,.
0/ 97
""''''''
"'"
f'CR-79
SH<""
7.) OtJS
SlEfltiEN A. t.afANS
FlA. REC. , 35&W
Clam Bay Subcommittee June 17.2010
VIII-4-a New Business
165 of 371
~1".1"'2O'J
-
...-
EXISTING TRIPlE
24" ROUND
REINFORCED
CONCRETE PIPE
(lYPICAL)
'"
"
J
'"
~
u
'"
~
TUR6lDITY BARRIER
'1
~
..
,
EDGE or WATER
PLAN VIEW
'''-20'
INSTALL CONCRETE HEADWALL,
3 - TlDEFLEX CHECK VAL VES
AND RIP-RAP SEDIMENT BASIN
t. SEAGATE DRIVE p(ISTING HEADWALl
-1 ' /(TYP1CAll
"'\--------= = - = =------------'1
I = == == = == == ~; I~MSL
...... .......
EXISTING GRADE:
MATCH EXIS11NG
BOTTOM ELEVATION
TOP OF RIP-RAP
ELEVAnON " (-po
SECTION
,. . 20' HORIZONTAl
N.T.S. VERTICAL
PROPOSED IMPROVEMENTS
PROJECT: PELICAN BAY/CUlM 8AY-SEAGATE CULVERTS IMPROVEMENTS
APPLICANT: PELICAN BAY SERVICES DIVISION
WI~~&~ANS~J;~!: E R
I2ClO a.u.,. Lu.a. hl...NiL~.,..::" ~..tl~."::-I~lha4--..04c ha (Ml) a4:s-6?It
""""'"
Figure,
4.S.1.(c)
COLLIeR
,..,.,
16 495 25e
I"ROJE NO.
0103-081-005
OItwNlI'r/f;...NQ,
J.C.R :J19
ClA1E:
01 97
""'"
PER-79
,"... ""
14 Of"JS
STEPHEN A.. t.C~s
fLA. REG. '36844
Iopr 02, '997 - 12:11:29 O:\OWC\0102\PR079S15.dwg
~~
~<n
>1
b
In
Ol
...
METAL BENDING
316 STAINLESS
43"
VARIES
'I
II
,
"
II
I,
:1
:1
:1
I,
,
'i
,-
/
/
r
I
I
\
\
\
,
....
-..
"
"
\
\
\
I
I
I
/
/
/
--
Clam Bay Subcommittee June 17. 2010
VIlI-4-a New Business
1660f371
WATER LEVEL
-------~---..,.
,
J
1
,
,
,
,
I
I
i-
,I
, I
, ,
I'
, ,
I'
I J
I'
__\mmc}
\ EXISTING
o
ci
I
"
b
n
24" RCP
RED BALL TIDEFLEX (TF-2) CHECK VALVE
N,T,S,
CHECK VALVE DETAIL
PROJECT: PELICAN BAY/CLAM BAY-SEAGATE CULVERTS IMPROVEMENTS
APPLICANT: PELICAN BA Y SERVICES DIVISION
WI~k~~~~~~J;~!: E R ~Q
wu.otI, MnUa. BARTOK 6: na. Dee.
:1:100 ..0.,. Lu.a, kl.... lOa, .....ptl... Plutlk S4lom.~1I6D"I' """-. (8041) 1oi1--40fG h.. ("'1) W3-0,,"
"'""'"
Dt.le OJ 97
""'...
COWER
,.,.,
76 495 25E
f"RQ.IECTHo.
010J-081-005
0ft'WH 8'1' [W fIIO.
J.C.R. '.)19
""
PF:R-79
'"'" "'"
15 OIfJ5
Figure ,
4.5.1,(d)
STEPHEN It- MEANS
FLA REG. , 3615<<
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
16701371
/t.{K 02. 1997 - 12:12:03 0;\OWC\0102\PR079S16.dwg
POST
0
w :-'aJ
'" "'~
0 ~
~
'" lo
0 Co~
'" -~
OPTIONAl POST ~
POSITION
-' PRINCIPLE POST
C'3 20':t: POSITION (CANTED
;:::, 20' TOWARD FLOW)
~~ '
I
I
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 9B5 FOOT SPEC,)
FILTER FABRIC
SILT FLOW
-.rv->.o
BURIED DEPTH
ELEVATION
SECTION
TYPICAL
SILT FENCE
N,T.S.
ANCHOR BALES WITH
2 - 2" x 2" x 4'.,STAKES
PER BALE
FLOW
BALES
TO
BUTT
~
PLAN
LOOSE SOIL PLACED BY SHOVEL
& LIGHTLY COMPACTED ALONG
UPSTREAM EDGE OF BALES
tJ
FILL SLOPE
SECTION
TYPICAL BALE SILT BARRIER
N,T$,
EROSION/TU RBI DITY
CONTROL PLAN
PROJECT: PELICAN BAY/CLAM 8AY-SEAGATE CULVERTS IMPROVEMENTS
APPLICANT: PELICAN BA Y SERVICES DIVISION
Figure ,
4.5.1.(e1 )
"""'"
DA.ltl OJ 97
""'""
COLLIER
"""
16 ~9S 25<
_ClNO.
010:J-081-005
DftM 8Y'/twP ,
J,C-R, :J19
""
P<R-79
SHE(tNQ;
'6 fYJ5
STEPHEN A. MEANS
FLA. REG. '664.
Clam Bay Subcommittee June 17.2010
VIII-4-a New Business
1680f371
Iopr 02, 1997 - 12:12:40 O:\OWG\0102\PR079S17.dw9
CLOSED CELL SOUD
PLASTIC FOAM
FLOATATION W DIA.
EQW.)(12 LBS. PER
FT. BUOYANCY)
POST ~OPTIONS:
2" x 4 OR 2 1/7:
MIN, DIA, WOOD: STEEL
1.33 LBS/FT. MIN,)
6' MAX.
r5
'-18 OZ, NYlON
REINFORCED PVC
FABRIC (300 PSI
TEST) WITH LACING
GROMMETS ___
/ POLYPRO
ROPE (600 La.
BREAKING
STRENGTH)
..,
II
II
II
II
TYPE I
FLOATING TURBIDITYCl
BARRIER
1/4"
CALVANIZED
CHAIN
w
""
o
'"
""
o
;n '" -1.1-------1+
u u
1B OZ,
STAKED TURBIDITY BARRIER ~~F~RCED
PVC FABRIC
(300 PSI
TEST)
0, .. ~' sm, (SINGLE: PAHEl feR ot:PTH ~. OR lESS).
0:1 .. ~' STD. (AOOIT1ONAl PMlO- rtlR O(frTHS >5').
O)R'TAlN TO REACH aorTe... UP TO OEPlKS Of 10 rEEl.
TWO (.2) PAM;LS TO or USto FT.lR DEPTHS CIttATER nWI
]\0 FEtf UNl..ESS SPEON. OEPTH CURTAINS SPCC'lfIC.loLLY
t.l,uro FOR (101 THE: I'I.NtS OR IQ OE;T'ERw.t(EO BY THE
DiClHWt.
LIMITS OF
CONSTRUCTION
SHORE LINE
HOlt:
1\JRIlOOY B.WIJERS FeR FLO'MNC
m~ NIO TIO.lL CRt(XS W,T
8E EmlO! f\.OATlNIO. OR SlNCtO
T"r'PE5 OJ! N('( c:owel~TIOf<l Of
TTPES TWJ 'Mll SlJn SITE
COiOTIOWS INJ wm E~H
COtfTROL MC WATER 0U4UTY
AE~orEHIS. THEllAAfllEA
TTPE(S) wu. BE AT THE
COHTRN;roRs OPnOH UM..E'SS
OTHEltMS( SPECifIED., THE PlN(S.
HCl'WMR PA'I'loI!:HT 'WIU BE UNDER
TH( PA"f ITtu{S) ts'IAflUSHEO
lit M; fI'lJHS fOR F\(V.TlHI;
TUll.lI01TY BNtRIER. AAO/Oft STAKED
TlJll,l.OOY BARRltR. P'OST'$ IN
51'AKCOTUR8IOO'YlW\RltItSTOB(
[~AlU:O lit 'ot:tmCAl" POSITION
~lJTI€IfW\SEOIltEcrtOBT
THEEHGWEER.
~
COWPONOITS Of TYPE I ..."y ee: SIIoIlI.Nl: OR
IOOmCAL TO F'FtOPRl['\'NrY OCilClh'$. Nf"f
M"RlNc:e;woa ON THE: PROPIUtTAR"( Rons Of THE
OE:SIGtolER SHAlL S( THe SOlt RtsPONSlllllJ1Y or THE:
USER.. SUllSHTUTIOHS roR T'tP( I SIWl BE AS
N"f'ROVEO f1"f THt EH~ER.
TURBIDllY
BARRIERS
- NOTES:---
1. TVRI!1l0ClY ~RS ME TO BE use:o IN ALL PERI.Wl:E:HT
9OO1ES or WArER RfGloAOl.~ Of" WATER OEPTH.
2. HlJWSER NolO V,lQH~ 0; NlOfORS OEPENDf;J(I ~ WATEJt
vtux:mes.
J. OEI'l.O'1\,If.:HT OF ~R MOUHD PILE LOCAT1OH:S "",y
WR1 TO ACCOl.lWO~TE COHSlYtUCTlON OPERATlOHS.
4. NAVlCA.l\Oti "',. REOVIRE SE~ &MillER OURINC
COfiSlRucnOlol OPl:AATlONS.
TURBIDITY BARRIER APPLICATIONS
TURBIDITY BARRIERS
N.T.S,
EROSION/TURBIDITY
CONTROL PLAN
PROJECT: PEL/CAN BAY/CLAM 8AY-SEAGATE CULVERTS IMPROVEMENTS
APPLICANT: PELICAN BA Y SERVICES DIVISION
WI~~.2~~~~j;~!: E R
UOCI ..u., t.u.. S\ll" roo, M.~~l~ .~1~7) MHlMO ,.. IMI) """'"111
"""""
Figure .
4,5.1. (eZ)
~
DATE: OJ. 97
""""
COWER
,.." "'"
16 495 25E
!'flO.lt NO.
010J-08'-OOS
~flflDl1'HO.
J,C.R, J19
PER-79
$HEEJ IlO:
17 orJS
STEPHEN A.. MEANS
F'lA. REG. 116844
Clam Bay Subcommittee June 17, 2010
VIiI-4-a New Business
169of371
^9r 02, ,997 - 12:13;45 O:\OWG\0102\PR079S18.dwq
if'"
NOIlllf
"-IlCWlllW
6
ClAll
PASS
0
u
X
w
" 0
u
~ 5
~
~
~ "-
" 0
"
"-
~
G
TC-,3
I,
OUTER
CLAM
BAY
TG - TIDE GATE
T5 - TIDE 5T AFF
PLAN VIEW OF CONSTRICTIONS
IN PRIMARY CREEKS, CHANNELS & BAYS
PROJECT: CLAM 8A Y
. APPLICANT: PEL/CAN 8A Y SERVICES DIVISION
WILSON
.
MILLER
"'""'"
COLLIER
SEe::: 4,9 l'JI'I":
495 25E
""'" ""
N0702-080-00J-ERPAP
~lr\"/tlIl"HO.
LM,B, 9/8
""'J{PR" 1997
"''''''
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
""
PER-79
......""
78 Of J5
~
"
~
I
Figure
4.5.2.(0)
O. T. TACKNEY
FlA REC. 205e3
Clam Bay Subcommittee June 17, 2010
VIH-4-a New Business
170 of 371
Apr 02. 1997 - 12:14:53 O:\OWG\D102\PR079S19.d.~
t2.5
I' GULF HIGH
. ........ -....... .'"'\.....
. ,
, , ~'.
.' ,
...1' ,
,- IWSE lAG ~
. 7 SAy HIGH
.' :..::-....
." --, ..-... ....-. ..........-..- ....-
...... ....... ....... '. r-.......
...- "'''9- Bay Lel"tl
. ~ "
.,.. .... .., 04"9- Culf lercl
.~ SAy LOW .
~. .
. '.
" GULF LOW .
.
ID I I ,
9:00 llHO 11:00 1~00 f3;OO 14:00 15:00 16:00 1):00 18:00 li:Ol)o. 2~00 2f:00
'..
"\
, .
-....
" .....:
t2.0
t1.5
+1.0
to.5
(}-Ne
-0,5
-1,0
-1.5
APPROXIMATE
GULF AND INNER
MEAN TIDAL CYCLE FOR
CLAM BAY JUNE
GULF
6, 1996
100:>:
UPPER CLAM SAY
%
HIGHER
50:>:
10?
o
INNER CLAM BAY
-1.0
o
1.0
2.0
3.0
WATER SURFACE CUMULATIVE FREQUENCIES
PROJECT: CLAM BA Y
APPLICANT: PELICAN BA Y SERVICES DIVISION
WILSON
MItER
"""'"
"".
APR., 1997
.tv...
Figure ,
4.S.2.(b)
4,S.2,(c)
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
COLLIER
SEC:~.9 ~ IlGt.:
<95 25<
f'1tOJ CT NO.
N0102-080-001-eRPAP
~""/twPHO.
L.M.B. 918
""
Pf:1/-79
'""""'"
19 DFJ5
O. T. TACKNEY
FlA. REC. 20563
~r 02. 1997 - 12:H5:~7 O:\OWtt\01D2\PRD79S20.dwg
o
u
X
w
:::;:
6
L>-
a
L>-
-'
:::>
Cl
-1-5
MATCH LINE
MATCH UN
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
171 of 371
CLAM
PASS
a
u
X
w
:::;:
u..
o
u..
-'
:::>
Cl
OUTER
ClAM
BAY
-,'
-20
REPRESENTATIVE WATER DEPTHS
PROJECT: CLAM BA Y
. APPLICANT: PELICAN BAY SERVICES DIVISION
WILSON
MItER
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
"""""
"'TO
APR.. 1997
RLV "0:
COLlIER
C: ~.9 TWP: IICt:
495 25E
PRO.lE toto.
N0102-0BO-001-ERPAP
DIt'WH ~/(JMI HO.
L.M.e. 918
"';0""
PER- 79
S!iE:['f1CO:
20 or.JS
~
.
~
I
Figure ,
4.5,2.(d)
O. T. TACKNEY
f1.A. REC. 205aJ
~r 02, 1997 - 12;17:52 O;\DwG\0102\PR079S21.dwq
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
172 of371
UPPER
STORAGE ~
AREA
~
I
a
u
x
w
2
LL
a a
u
x LL
W -l
2 ::J
Cl
LL
a
LL
-l
::J
Cl
LOWER
STORAGE
AREA
MODEL-1
(UPPER CREEKS & BAYS)
PROJECT: CLAM 8A Y
APPLICANT: PELICAN BA Y SERVICES DIVISION
WILSON
.
MILLER
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
MODEL-2
(STORAGE AREAS)
"""""
.,,~
APR" 1997
1l(V"",
COLLlE:R
...,
~9S 25E:
""...
NOI02-080-001-eRPAP'
0Imf l!n' EWI> NO.
L.1d.B. 91B
S[C: 4,9
"'"
PER-79
""" "'"
21 or J5
Figure ,
4,5.2.(e)
4.5,2,(1)
O. T. TACKNEY
FlA REC. 20853
/\pI' 02. 1997 - 12:19:50 O:\0WG\0102\PR079S22.dwg
6
5l
EXCAVATION PLAN
PROJECT: CLAM BA Y
APPLICANT: PELICAN BA Y SERVICES DIVISION
WILSON
MItER
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
Clam Bay Subcommittee June 17, 2010
VI1l-4-a New Business
173 of 371
L\
CUTS 1 & 2
"""""
....
APR. 7997
""...
0 0
U u INNER
X X
w w CLAM
:;; :::E BAY
"- "-
0 0
"- "-
--' --'
:J :J
C) C)
COWER
Sl:C: ".9 'I'Wf': AGE:
<95 2SE:
,~
N0702-080-007-ERPAP
~lI'(GIPNO,
U.t.8,978
""
Pffi-79
SHE.CTMO:
2201J5
~
-
I
Figure '
4.5.2,(g)
D. T. TACKNEY
FI.A REC. 20653
Apr 10, 1997 - 11:13:06 D:\OWc\'0102\PR079S2J.dwg
o
()
X
w
:2
LL
o
LL
-!
::J
C')
EXCAVATION
AND
Clam Bay Subcommittee June 17, 2010
VlIl-4-a New Business
1740f371
~
-
I
5{,,,,JD
I-'r 7/,,:
,,' I
~~
l~"'~
,\,~ (~)
IVl!A
JY
o
()
X
w
:2
\Pal
!l<1l'<)
NO
n
lL
o
SOUTH
---- BOARDWALK
LL
-1
:::J
C')
OUTER CLAM SAY
PLAN CUTS
SPOIL AREAS
PROJECT: CLAM BA Y
APPLICANT: PELICAN BA Y SERVICES DIVIS/ON
WILSON
.
MILLER
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
3
&
4
"""'"
Figure .
4.5.2.(h)
"'~PR.. 1997
""'"
COWER
SEe: 4,9 TIll'":
495 25E
I"ltWtCT "'0.
N0102-0BO-OOI_ERPAP
~tI'(/[IIlIND.
UI.8.9/8
""""
PER-79
5HttT NO:
2,3 Of J~
0, T. TIOOIEY
FLA. REG. 20eJ
Clam Bay Subcommittee June 17, 2010
VI1I-4-a New Business
175 of 371
~r 02, 1997 - 12:.'34:49 0:\OWG\O'02\PR079S204.dwg
~~
NOTES:
1. EXISTING SECTIONS
V/>J/:f,
2, SIDE SLOPES 0 ANGLE
OF REPOSE (ASSUMED 3rr)
PROJECT: CLAM 8A Y
APPLICANT: PELICAN BAY SERVICES DIVISION
WILSON
.
MILLER
'" \/ o' NOVO /
~-- ~~~~ft
-f
\/ O' NOVO /
~ -Zt
15 ft .1--
CUT 1
20 It
CUT 2 & 3
t-
-f
"
"V 0' NGVO
-f
40 ft
CUT 4A
~-
~ %"~/
J ,;20ft k-
CUT 48
~- %'~.---7
. 4~1- SEE NDTE-2
J-
j
,; 3D It
CUT 4C
5
4
i5 J
; 2
1
SCALE
o 2.c. 6 8 10
HORlZONT.-J..
TYPICAL CUT SECTIONS
"""'"
..,.
APR.. 1997
IltvNQ:
TACKNEY AND ASSOC., INC.
COASTAL ENGINEERING
COLUE:R
SEC:: 4,9 TW:: IlGt:
495 2St:
PROJeCT He.
N0102-080-001-ERPAP
0ffWM II'I'/E"'" HO-
L.M..8, 918
ru: ...
PE:R-79
SHWtlO:
24 Of"J5
Figure ,
4.5.2.(i)
. D. T. TACKNEY
FLA REG, 20653
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
1760f371
Photo I. The west side of Upper Clam Bay looking south from the top of the Contessa, November 15,
1995. (Photo by Roy R. "Robin" Lewis UI. Lewis Environmental Services, Inc., Tampa, Florida.)
Photo 2. The west side of Upper Clam Bay looking south from the top of the Contessa, December 12,
1996. (Photo by Roy g "Robin" Lewis 11/, Lewis Environmental Services, Inc.. Tampa. Florida.)
FIGURE 4,5,3(a)
SHEET 25 OF 3S
Clam Bay Subcommittee June 17,2010
VIII.4-a New Business
'IIt."",,"~"""""
WILSON
PHASE ONE
N
w.'
,
MILLER
BOUNDARiES OF MANGROVE
MANAGEMENT UNITS
EXISTING RESTORED CHANNELS
PROPOSED LATERAL CHANNEL
RESTORATION
PROPOSED SWALE RESTORATiON
PER-79
Sheet 26 of 35
PROPOSED MAIN CHANNEL
RESTORATION
PROPOSED SIDE CHANNEL
RESTORATION
PROPOSED MAINTENANCE OF
EXISTING CHANNELS
Figure
4.5,3,(b)
jJj
PROPOSED MANAGEMENT AREAS
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
1780f371
WILSON
PHASE TWO
CONTINGENCY PLAN
N
w.'
,
MILLER
BOUNDARIES OF MANGROve
MANAGEMENT UNITS
EXISTING RESTORED CH.6.NNELS
PROPOSED LATERAL CHANNEL
RESTORATION
---
III
PROPOSED MANAGEMENT AREAS
PER-79
Sheet 27 of 35
Fig ure
4,5,3,(c)
------1
PROPOSED SWALE RESTORAnON
'~''''''''k',''''''_",,,_,,,,,,
PROPOSED MAIN CHANNEL
RESTORATION
PROPOSED SIDE CH"NNEL
RESTORATION
PROPOSED MAINTENANCE OF
EXISTING CHANNELS
I
1IIiIDl':H.IIl
~""""""--""""'-'"""'"
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
17Qnf~71
PHASE THREE (a)
CONTINGENCY PLAN
-
BOUNDARies OF MANGROVE
MANAGEMENT UNITS
EXISTING RESTORED CHANNELS
WILSON
w.'
,
MILLER
PER-79
Sheet 28 of 35
Figure
4,5,3.(d1 )
PRoposeD L^TERAL CHANNEL
RESTORATION
PROPOSED SWAlE RESTORATION
PROPOSED MAIN CHANNEL
RESTORATION
PROPOSED SIDE CHANNEL
RESTORATION
PROPOseo MAINTENANce OF
EXISTING CHANNeLS
III
PROPOSED MANAGEM!:NT AREAS
Clam Bay Subcommittee June 17, 2010
VlIl-4-a New Business
PHASE THREE (b)
CONTINGENCY PLAN
WILSON
.*,
,
III
PROPOSED MANAGEMENT AREAS
MILLER
PER-79
Sheet 29 of 35
Figure
4.5,3,(d2)
--
BOUNDARIES OF MANGROVE
MANAGEMENT UNITS
EXISTING RESTORED CHANNELS
PROPOSED LATERAL CHANNEL
RESTORATION
PROPOSEOSWALE RESTORATION
PROPOSED MAIN CHANNEL
ReSTORATION
PROPOSED SIDE CHANNEL
RESTORATION
PROPOSED MAINTENANCE OF
EXISTING CHANNELS
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business
1810f371
Apr 02, 1997 - 12:2J:O~ D:\OWG\Q102\PR079S30.dwg
w ... N <D
-' " ... '" a)
;Ii to
'" N N CO
W Vl - - '"
0... w
~ w -'
0:: P a? to ... '" 0
f- '" N CO
W W '" to m
I w 5 N " ... - <D
-
f- I- "- '"
Z w or
~ ~
w Ul w en N 0 a)
z 0 '" '" m
f-L <l: :i iii '" " to r-..
Zw I ~ N r<)
W> 0..
LO z
Wo::: ;;'
>0... ::>
OL
0:::- w en a)
o...-l -' en !Xl 01
;Ii 0 to U')
en
2W Vl - - r<)
Z 0 -'
Y:Z ~ << '" 0
:;?: t- or '" '"
W<( w w en N
I- w 5 ... to <D
WI "- - N
o:::u W or
U Ul <5
'--..~ <l: z W <0 a)
I 2- 0 ~ -
-lm iii - ~
W 0..
Zw
Ztn z
<(<( ;;'
::>
II
Uo... w r<)
-' N - <D
;Ii !Xl <0
LL~ 0 ... a)
om Vl '" U')
w -' a)
f-f- ~ << - ...
Z t- or N en -
w- 0 w w ... <0 <D
wZ >.oJ 5
"- ..,. ~ <D
LL:=J w '"
o:::f- Ul is w '" 01
<l: z 0 0 " -
<(Z I ::; - "<t
iii '"
WW 0.. ~ ..,. "<t
Z2
-W z 0
-lo 0
;;' !Xl CO
<( ::> '" "l
Z
<(
L "It: -l
.....: ..... ..... ..... ~
~ ..... >- ..... ..... >< .....
G t: ..... ..... ..... >- >- ..... ..... >< >< .....
m ..... ..... ..... >- >- ..... >< 0
::;;: Z
::l f-
PROJECT: CLAM BA Y
. APPLICANT: PELICAN SA Y SERVICES DIVISION
WI ~~~~~~~-!;~~;b~ E R
=00 a..u.,. w.., at.olt.. tOO, H.p~~~l~ .p~ (':.7.1 &"'--4040 Fn ("I) &45-6'1'
"""""
Figure ,
4.5.3.(e)
<,9
.",'-
APR.. 1997
Rt'Y 11I0:
COWCR
, 'AGE:
495 25(:
I'ftOJEcr ND.
NO l02-080-001-ERPAP
Dll'WH .,./EIIP NO.
L,j,f,e, 918
",co,,>
PER- 79
SI1ECfHO;
JO or.J5
STEPHEN MEANS
F1A. REG. 36544
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business
182of371
~r 02. '997 - 12:2,):56 D:\DWG\0102\PR079SJl.dwg
INTERNAL MAIN CHANNEL
RESTORATION
EXISTING
PROPOSED
SECTION x-x
INTERNAL SIDE CHANNEL
RESTORA TION
EXISTING
PROPOSED
SECTION y-y
SECTION Z-Z
TYPICAL EXISTING AND PROPOSED CROSS-
SECTIONS, HISTORICAL MAIN DRAINAGE
CHANNELS AND SIDE DRAINAGE CHANNELS.
N,LS.
PROJECT: CLAM 8A Y
APPLICANT: PELICAN BA Y SERVICES DIVISION
WILSON
MItER
LEWIS ENVIRONMENTAL
SERVICES, INC.
"""""
COWER
SEe:..... TM': ~
495 2SE
PftOJtCTNO.
N0102-080-001-ERPAP
MInI II'l'/EIolP NO.
L.M.B. 918
Figure .
4.5.3.(1)
'''E'
APR" 1997
REY/rrIO:
""'....
PER-79
SHCtT NO:
31 or.J5
STEPHEN MEANS
FlA. REG. 3664...
Apr 02, 151517 - 12:24:55 O:\OWC\0102\PRD79SJ2,drej
INTERNAL LATERAL
CHANNEL RESTORATION
'2"
EXISTING
PROPOSED
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
18301371
SMALL LATERAL CHANNEL AND SWALES
N,T.S.
SECTION XX-XX
INTERNAL SWALE RESTORATION
PROJECT: CLAM 8A Y
. APPLICANT: PELICAN 8A Y SERVICES DIVISION
WILSON
MItER
""'""
LEWIS ENVIRO.NMENTAL
SERVICES, INC.
COLLIER
SEe: 4,9 1'lIII": RG[:
495 25E
flROJECTNO,
N0102-OBO-001-FRPAP
~ BY/tt.1P Me,
L.M.,8, 918
"'.l'PR., 1997
." ..
'" ..
PER-79
~[fMO:
32 or.J5
Figure ,
4,5.3,(g)
STEPHEN "'tANs
f'LA. REC. J664<C
Apr 02. 1997 - 12:J2:19 O:\OWC\0102'\PR079S3J,dwljI
.!iQIE;
ALL SPOIL DISPOSAL
AS THIN LAYER OF
BIDDEGRADABLE
ORGANIC MUCK,
PEAT AND PLANT
DE8RIS RESULTING
FROM EXPLOSIDNS,
NO SPOIL PILES,
BERMS OF UPLANDS
TO BE CREATED,
TOTAL DEBRIS AS
SPOIL WILL NOT
EXCEED XXX CU,
YDS,
Clam Bay Subcommittee June 17.2010
VIII-4-a New Business
184 of 371
INTERNAL MAIN CHANNEL
RESTORA TlON
(CHANNEL" AU ONLY).
EXISTING
...
PROPOSED
SECTION X-X
INTERNAL SIDE CHANNEL
RESTORATION
(CHANNELS B,C,D,1A-6A & 1C)
PROPOSED
SECTION
SECTION
y-y
Z-Z
EXISTING
MANUAL AND
EXPLOSIVE
CLEARING
MAXIMUM 225 CU, YDS,
OF BOTH MANUAL AND
EXPLOSION DISTRIBUTED
DEBRIS
MANUAL AND
EXPLOSIVE
CLEARING
MAXIMUM 1,386 CU. YDS,
OF 8DTH MANUAL AND
EXPLOSION DISTRIBUTED
DE8RIS
METHODS OF SOIL DISPOSAL *( 1)
N,T.S,
PROJECT: CLAM BA Y
. APPLICANT: PEL/CAN. BA Y SERVICES DIVISION
WILSON
.
MILLER
"'""'"
LEWIS ENVIRONMENTAL
SERVICES, INC.
COWeR
SEC: 4.9 T\IfI":
495 25e
I"ttO.lta NQ.
N0102-080-001-E"RPAP
ORWN rff/06' NO.
L.M,S. 918
Figure ,
4,5,3,(h)
",,,.
APR.. 1997
Ill:VNQ;
nu: ""
PER-79
"" ""
J.J Of.JS
STEPHEN MEANS
FlA REG, .35544
Apr 02, 1997 - 12::51:-49 O:\OWG\0102\PR079SJ40.d""g
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
185of371
INTERNAL LATERAL CHANNELS
EXISTING
EXISTING
SECTION XX-XX
INTERNAL SWALES
SECTION yy-yy
PROPOSED
MANUAL
CLEARING
ONLY
MAXIMUM 441
CU. YDS, OF
MANUALLY
DISTRIBUTED
DEBRIS
MANUAL
CLEARING
ONLY
MAXIMUM 229
CU. YDS. OF
'--,2" MANUALLY
DISTRIBUTED
DEBRIS
PROPOSEO
METHODS OF SOIL DISPOSAL *(2)
N.T$,
PROJECT: CLAM BA Y
APPliCANT: PELICAN BA Y SERVICES DIVISION
WILSON
MItER
LEWIS ENVIRONMENTAL
SERVICES, INC.
"'"""
COWER
SEC: 4,9 TIl'Pt Me;;(:
49S 25<
tCTNo,
NOI02-080-001-ERPAP
0IlwN rrrjtWP HO.
L.M.B. 918
.""
APR" 1997
~EV NO;
nu;...
PER- 79
$H(CTNDI
.14 I;lf.JS
Figure .
4.5.3.(i)
STEPHEN MEANS
F"LA REC. 36644
Clam Bay Subcommittee June 17, 2010
Vtll-4-a New Business
1860f371
NJr 03, 1997 - 10;35:18 O:\OWG\0102\PR079SJ5.d..g
INTERTIDAL ZONE
(0,5 - .3.0 FT, NGVO)
RED MANGROVES
BLACK MANGROVES
SEASHORE OROPSEEO
SMOOTH CORD GRASS
SAlTMARSH COROGRASS
SEASHORE PASPAlUM
SAlT GRASS
UPLAND ZONE
GUMBO LIMBO
REOTIP COCOPlUM
SEASHORE PASPAlUM
PLAN
INTERTIOAl
UPLAND
INTERTIOAl
OOUBl
SilT
MEAN FENCE
HIGH
WATER
RIP-RAP (TO BE
REMOVED AFTER
STABILIZATION)
-
----
-T-
EXCAVATEO
CHANNEL
PROFILE
TYPICAL SPOIL ISLAND
N,T,S.
PROJECT: CLAM 8A Y
APPLICANT: PELICAN BAY SERVICES DIVISION
WI ~~~~~~~~"f~j;b~ E R
'I'U..IC<<. MJUJa, lWtToI'I k ras. DIe.
=00 ...u.,. u.a.., "'1,", zoo, ".pl-. nonoLo ~100-1IOO'r noOIlO (MIl!H~ ru (!HI) 143-6'711
"""'"
Figure
4,5.5,(0)
sc:c: 4,9
2SE
'''~PR" 7997
"(\INQl
COWER
495
I"ROJE HQ.
N0102-0BO-OD7-ERPAP
0IfWt( 8Y/EWP HC.
L.M.,8, 918
fU: ""
PER-79
SHE(TI(Q:
35 OI'J5
STEPHEN MEANS
rlA. REC. 3664(
Clam'Bay Subcommittee June 17,2010
VIlI-4-a New Business
Hi7 of 371
Department of
Environmental Protection
Lawton Chiles
Governor
Twin Towers Office Building
2600 Blair Stone Road
Tallahassee. Florida 32399-2400
Virginia B. Wetherell
Sel:retary
October 29, 1997
Collier CO\Ulty- Pelican Bay Services Division
Ted R, Brown, Esquire
Akerman, Senterfitt, & Edison, P,A,
255 South Orange Avenue
Orland2' Florida 32801
NOTiCE OF INCOMPLETENESS 1N0I-3)
File Nos. 113049919 and 0128463-001-JC, Collier County
Clam Bay Restoration
.
Dear Mr, Brown:
Thank you for your response to our Notice of Incompleteness-2 dated September 17,1997, The
Department received your response on October 15, 1997, as part of the application for a Joint
Coastal Permit, pursuant to Chapter 16 I and Part IV of Chapter 373, Florida Statutes, and an
authorization to use state-owned submerged lands, pursuant to Chapters 253 and 258, Florida
Statutes, to conduct activities to restore the Clam Bay system,
Your response did complete some of the items in the NOl and the Department acknowledges that
the remaining requested information is still in the process of being gathered, as mentioned in
your response, In order to deem your application complete, we need the items listed below in
this Nor by December 29,1997, Ifnecessary, you may request an extension up to 90 additional
days, If neither the information nor a request for an extension is re.ceived by December 29, 1997,
your application may be denied without prejudice. lfyou revise your project after submitting the
initial joint application, please cO!ltact us as soon as possible,
The information requested below is numbered to correspond with the application and previous
correspondence:
/.;':'7
-'______ 24c, & 25. The Department has received correspondence from Collier County Government
,~ confirming deficiencies in the stormwater treatment system (STS) along '!The
. .'. ":-"'f'.,;;,...f' Strand". These deficiencies may be contributing to the mangrove die-offs as stated
.' ',",I".l~"~" C.,... by Collier County staff (see attached letter fr~m Stan Chrzanowski, Senio~ Engineer,
:. ;~;Ji', '"i}-'~i dated August 6,1997), and as previously adVIsed by Department staffbas~d on field
,- ',f. ~,"l\-'" ,,"".to.' ~ observations,
~"'~:-/r~1.'\'''''\' -<'.H ) \ 11 ,\',..)t.. I J-. d I 1_
'j "J. "" i. .t"::1 ,. . j, ,,If /""""""'" """'V' 'Jf""'5"i" ,.lA("1~ .h
,J /c,;)f~;)if) - Jll lI""~j -fr ,/jI{/l'I ~~ ec.,,~~ )1'
'" "Protect, Conserve and MCinage Flofldo's EnVironment and Natural Resou/ces"
Ptinted on recycled paper.
Clam Bay Subcommittee June 17, 2010
VIiI-4-a New Business
188 of 371
NOI-3
File Nos. 113049919 & 0128463-001-JC
Page 2
Please provide a list of strategies that will address the potential contributing problem
of the deficient STS along "The Strand", These strategies should include an
agreement to conduct specific activities that will correct the problems associated
with the STS to bring the system up to acceptable ,design operation, Additional
modifications or replacement of the STS may be n.~eded to ensure that no direct
stormwater runoff is being discharged from the construction sites and developed
uplands into the conservation area, These strategies and agreed activities should be
incorporated into this restoration project and long-te~ inanagement plan for the
betterment of the Clam Bay ecosystem.
...----,,.
30. St~ffwith the Bureau of Protected Species Management are awaiting field verification of the
latest proposed dredging cuts and minimization of adverse impacts (Ilene Barnett with the
Department's South District Office has volunteered to conduct these activities) to finalize
and submit their latest comments. As project manager, I will do my best to expedite these
activities,
33a,
As discussed in our meeting on October 22, 1997, the following hydrographic information
is needed for Department engineers to effectively evaluate the proposed activities, The
final recommendation of the staff regarding these engineering issues depends on being able
to verify your calculations that show benefits to the system with minimal or no adverse
impacts to existing natural resources and Dr:s Pass:
. I.
;\'~'\J<\
' ......: .
~-
I) Thank you for providing the relative technical reports, However, in order to effectively
evaluate the project's overall hydrographic and hydraulic conditions, please send us the
complete (not sections) of the reports: "Clam Pass Inlet Management Plan" and
"Doctors Pass Comprehensive Inlet Management Plan."
-------
2) Mr. Tackney's letter, dated September 22,1997, mentions that the models RMA2 and
SMS, were used for this project. However, the Department has no knowledge as to
which model was used, and with what data, and how conclusioJ,1S are supported. We
respectfully request that the applicant please provide a narrative description of the
overall methodology used in formulating any conclusions that will be used for
evaluating this project. Please include the model(s) used, all assumptions, summaries
of input data, and summaries of model results,
The Department !s,not opposed to improving the hydraulic efficiency of the inlet within
certain limits, Our original suggestion was for a potential widening of the area,
particularly the ar'~a above mean low water. Any plan for widening or deepening the
inlet must be supported by engineering calculations which demonstrate positive
environmental benefits of such work.
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business' j
18901371
NOI-3
File Nos. 113049919 & 0128463-001-JC
Page 3
f"Jl.
3) The burden of proof remains for the applicant to provide reasonable engineering
assurance that the proposed work will not result in violations of water quality standards,
or in harmful erosion or shoaling.
4) Once the engineering information is submitted, plea~~ be advised that the Department
shall have 30 days to review the information and may request additional information to
resolve any remaining data omissions and address new questions raised by the
submittal. "
--,- 33b, Department staff recognizes the potential for significant environmental benefit associated~~""
i'J L, .., AJ',i,~With this p~oposed restoration project, h~wever, there ,is ,a minimal amount of data that we p,:; I ~' <
i -",,,,I <-:" , must have m order to show that adverse unpacts to eXlstmg natural resources have been 4J",'Ir ~
,';;,. ~;' \ rninir;Wzed and proceed :vith a reco~endation for isruan~e. The information ,needed I ~N<.Lr~ ~
..' ,'" , remams the same regarding the vanous methods of spOIl disposal for the matenal ~ ft'''''',. ;,' r
'.' .,iF' +.(.i' unsuitable f~r beac~l nOurishme,nt. Upon the final.selection of the spoil disp~sal method, J:<:'-,";/..J'....1 i!
. n', . \ . >- nlease ~bIIllt ~wmgf (nlan view JUld cross-secuonals) that show the locatIOns and '$* ~.jk,1 5<,-<
\ ),1 ~ ,tll4l..<J.Vi\ t'f\- tii~, -\--i": c.o~\'R."",~.......\l/~ r ~ ~51
" ~, ":,-,~ ~,;;,''^''''''dime~s n,s of e spoi, dI~posal areas with t?e number ?f cubic ~~ds of materi~1 to be. (A,.{ d-J",,"i...!
'.. , ,) deposIted m each area mdIcated, Also, proVIde a narratIve descnbmg the dredgmg and ~'<l.t ;"f"..}J
"\1 II, disposal techniquesl equipment, vessel drafts, and corridors to be used during the process, I jl.^.f:r~J
/r~'.;:>>'\\. ",;;l;::<..;.\ l>..\1o~~ -\0 s:jJ....~ c;:J:s \'?'N-:S" :;;".-J tU'''''''
(10 33d, Potential adverse impacts to the existing natural resources, such as mangroves and "i-".:k.
! seagrasses, must be minimized. Please provide the plan view and cross-sectional drawings ;);,I"\..-f.',)
IV that reference depths and widths in NGVD of the channel relocated to avoid adverse ",.,.~"JI"'t'tJ
"_ ___ impacts to seagrasses, as soon as they become available, On the plan view drawings, M t-1''''.ej ~
-,I indicate the natural resources (seagrasses, oyster beds, mangroves, etc,.,) with square . ~III- S
'\ ,". 0, r~ ~~ footagel acreages of impacts shown in relation to the proposed channels to be dredged. d;:1'~ '['I F.
... ,\ rl f:r. I....: ~~Jv. PYwIf i,1A l
'", { \, (tr, yiv In our meeting of ~ctober 22, 1997, we d!~cussed various spoil disposal methods !or the 'fOf' t{. "5~{r:J
. . ,L<,\ ~' " J"lwJfine matenal not SUItable for beach deposItIOn, The preferred method of dIsposal IS to ,',...(j" )" ~,w I
, ',;;, )}."",~",1" deposit the fines into an approved, ~elf-contain~d, and stabl~ ar~a o!l the,uplands landward f.A.(.
)'<' . ''''~,1'' of the coastal construclLon controllme. To faclhtate the ulLhzatlOn of this method,
.,: 1,/ I "...,(",,,;1:: Department staff have recommended that the fines be deposited in nearby upland areas
',.. " ",' (,;,,,,-, vegetated by nuisance exotics, This method of disposal was agreed upon by yourself,
. ,"I""J however, it was indicated that this method would not be feasible for all of the fines and that
, ",~,,' "o~f discharge of the remaining material into the Gulf would be needed. Department staff
,informed that this method of disposal may be a feasible alternative if the material is not
deposited in such a manner to adversely impact the scattered areas of significant natural
resources known to be in the area including, hardbottom colonized with gorgonians,
. ,'. ~,^,~\vl sponges, etc"" seagrasses, marine macroalgaes, etc". Please locate an area that is devoid
'.' :'~fftr b~i-1\, ftjIese significant na~al resources, preferably a barren, sandy bottom, to di~charge the . i',' !.-
. .~<.., .J;.cr."4=~S)'" vi ...d:t .....~." f ~. bt"-,,, ~--I--f~-tb HI';' ~ l.,lUh~ J/""-.'7.;o6~j""""~"""
, :.'-:>~1' '( '\ ..;;:~~ - ".~. , ~I
. i".:::.~j;;-,~i!:-""';. tPs ." ~ 1. _",' ~ t..hf,) "..f d.o,,,"Y l""f -f,-r .-{c",q' ,,,~ ~../,
I '1'",-.f ~,.,.l~ . P r., 'e po;S r""'" U
",A;~""'" ~..'I "'\'';'1 \
f'JI.-
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business
1900f371
NOI-3
File Nos. 113049919 & 0128463-001-JC
Page 4
fines in the Gulf. The settling time of the particles and the current velocities in the area
(mixing zone needed) must be considered, Once a suitable area is found, please provide 8
y, x 11 inch plan view drawings drawn to scale of the area showing the proposed discharge
point, the proposed mixing/ settling zone, and all signifiqmt natural resources in the
immediate and contiguous areas, A site assessment repo~. conducted by a qualified,
degreed biologist, or environmental scientist, describing the area, species present, percent
coverages, and methods used to evaluate the site should accompany the drawings.
,
Additionally, Department staff advised that a variance from Ch, 62-4.244(5), Florida
Administrative Code (the 150 meter mixing zone requirement), would need to be applied
for and obtained in order to discharge the fines into the Gulf. This can be done via letter
format with an attached payment of $500 made payable to the Department of
Environmental Protection- Bureau of Beaches and Coastal Systems, Please reference the
project file numbers on the payment. Prior to applying for this variance, calculations must
be conducted to determine the exact mixing zone needed for this project. This can be
accomplished by calculating the settling time and distance for the particle sizes to be
discharged as affected by the average current velocities in the area for the specific time of
year the discharge is expected to occur.
Department staff would like to thank you and Mr, Tackney for coming to Tallahassee and
meeting with us on October 22, 1997, to discuss the remaining issues with this project and
contemplate the various methods for conducting the proposed activities. Also, thank you for
working with us to constantly improve the drafted plan with the goal of ultimately producing a
restoration and management plan that will provide the best activities (based on current
technologies and available resources) for rejuvenating and maintaining the priceless natural
treasure known as the Clam Bay ecosystem,
If you have any questions, feel free to contact me at (850) 921-5214,
Sincerely,
~,~M,P.H.
Environmental Specialist
Attachment (1)- Copy ofletter from Collier County Gbvernment
.;
Clam Bay Subcpmmittee JURe,17, 2010.
VIII-4-a New Business
191 of 371
NOI-3
File Nos. 113049919 & 0128463-001-JC
PageS
cc:
Bob Brantly, Bureau of Beaches and Coastal Systems
Ilene Barnett, DEP- South District Office- Ft. Myers
Engineering staff- DEP- Division of Water Facilities
Chip Clough, U.S, Army Corps of Engineers
Mac Hatcher, Collier County Government
Collier County- Pelican Bay Services Division
Ann Lazaar, DEP- South Florida Project Manager
Kalani Cairns, U.S. Fish and Wildlife Service
David Guggenheim, The Conservancy of SW Florida
Dan Spina, Save the Bays, Association
Clair Desilver, Mangrove Action Society
Hilburn Hillestad, Environmental Consultant- Arvida
Dorothea Zysko, Wilson, Miller, Barton & Peek, Inc,
Karen Moody, DEP- Bureau of Protected Species Management
Mary Duncan, DEP- Bureau of Protected Species Management
John Iliff, National Marine Fisheries Service
Permit Information Center
,
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
192of371
~
AKER.MAN. SENTER.FITT S EIDSON, P A.
ATTORNEYS AT LAW
I ') J J ~ 1 '1 ? 7
CITRUS CENTER
2'!:)5 SOUTH OR....NGE ....VENUE.
POST OPF'lCE BOX ~.:;J I
ORL....NDO. FLORIDA 32802'0231
(40?) e4:;).7BGO
TELECOF"Y ("'07) 84:).e;c;,o
SERVING THE CI,rJ:NT
AND THE COMMUNITY
November 4, 1997
Rich Bray
Environmental Specialist III
Florida Department of Environmental Protection
2600 Blair Stone Road, MS 3560
Tallahassee, FL 32339-2400
RE: Clam Bay Restoration and Management Plan, Response to NOI-3; File
Nos, 113049919 and 0128463-001-JC, Collier County
Dear Rich:
The purpose of this letter is to respond to your NOI-3 dated October 29, 1997, As before,
we will follow the numbering system adopted in your letter to facilitate your review,
24c. & 25, The system for stormwater detention and retention employed at the Strand has,
as previously noted, been designed and permitted using "best management practices" and no
portion of the Plan contemplates any remedial activity in this area, The only deficiencies
noted in the referenced correspondence dealt with some temporal shortcomings in the
ongoing maintenance of the system, all of which have been remedied, We are obtaining a
letter from Collier County confirming the same and will submit it under separate cover. Going
forward, the system will be more effectively policed as is required under existing permits for
development of the same to insure that it is not clogged or its operational characteristics
impaired,
30, We await your further review of the proposed main channel. No further comments are
made here.
33a. The engineering calculations of David Tackney will be supplied under separate cover.
We are attempting to get this done as quickly as possible, but it is not something that is
routine, Nonetheless, we would hope to have it delivered to you within the next 10 days.
I note your technical right to have a 30 day review period and your reservation of your right
OROJ2396;!
ORLANDO
FORT LAUDERDALE
MIAMI
TALL....H.....ssee:
TAMP.....
WEST P.....LM BEACH
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
1930f371
Rich Bray
Page 2
November 4,1997
to ask for additional input While we will continue to the best of our ability to respond to all
your questions, I must caution, that if these additional matters of inquiry delay the issuance
of a Permit so as to compromise our ability to timely implement the same, then we run the risk
of jeopardizing the project as a whole,
33b, As discussed in our recent meeting in your offices, we have revised the Plan to provide
that spoil from the main channel will first be pumped through a cyclone separator to separate
the fines from beach quality sand. As this is done, the beach quality sand (approximately
16000 to 19000 cubic yards) will be deposited on the beach and/or pushed into the Gulf as
a part of a beach renourishment effort. The slurry water, which will contain the fines from the
separation process, will be pumped offshore for disposal. In this regard, we will be aided and
guided by the report contained in the Clam Pass Inlet Management Plan, Interim Report No,
1 prepared by Turrell & Associates, Ine under date of July, 1995. That report suggest the
presence of "hardbottom" areas in close proximity to the Pass and to avoid these communities
the proposed discharge has been extended between 1500 and 3000 feet offshore, The mixing
zone will be of sufficient size to accommodate the approximately 6000 to 9000 cubic yards
of fines to be disposed of. A variance from the requirements of Ch. 62-4.244(5) Fla, Adm,
Code will be required and is being applied for under separate letter to accommodate the need
for disposition in the Gulf and relief from the turbidity requirements within the mixing zone.
It is anticipated that the dredging technique to be employed will be a suction dredge.
However, we will want the flexibility to consider other alternatives to be suggested by other
,contractors if those alternatives would prove more cost effective, time sensitive and still
achieve the objective consistent with ecological sensitivity, Revised plan view drawings are
included in the final revisions to the Plan,
33d. The drawings reflecting the location and density of seagrasses within the proposed
main channel were provided to your office in our response of September 29, 1997, These
drawings are being refined for inclusion in the Plan, but will not provide any different data
than was previously delivered. Additionally, you will find in the final Plan revised drawings
showing the location for the disposition of spoil from Cuts 1, 2, ands 3 along the interior of
the dune line as previously discussed,
A site assessment report by a qualified environmental scientist describing the area of
proposed slurry water discharge in the Gulf was prepared in July 1995 by Turrell & Associates,
fne We propose to rely on that report for the purpose of satisfying your inquiry regarding the
characteristics and location of the mixing/settling zone to be used, The relevant portion of the
Turrell report is attached hereto as Exhibit "A".
OR032396;1
Clam Bay Subcommittee June 17.2010
Vlll-4-a New Business
194 of 371
Rich Bray
Page 3
November 4, 1997
We will file an application for a variance from Ch, 62-4.244(5) Fla, Adm. Code which will
include the calculations necessary to determine the exact mixing zone needed for this project.
The adjustments in the Plan resulting from these Plan modifications have added to the data
required for final Plan approval. We would hope and expect that the FDEP would approve the
Plan as submitted subject to final closure on these last matters so that we can be assured that
all other issues have been resolved for permit issuance, This will enable the applicant to
continue planning for implementation as we are confident that we can satisfactorily resolve
the remaining issues with your agency once these additional applications and data are
generated, We would ask your immediate confirmation of this understanding,
Thank you for your continued assistance in processing this application and we look forward
to bringing the matter to a successful conclusion.
Very truly yours,
cc: Bob Brantley, FDEP
Ilene Barnett, FDEP
Engineering Staff, FDEP
Chip Clough, USACOE
Mac Hatcher, Collier County
Ann Lazaar, FDEP
Kalan; Cairns, USFWS
John Iliff, NMFS
Karen Moody, FDEP
Mary Duncan, FDEP
AI Varley
Jim Ward
Susan Watts
Hilburn Hillestad
David Tackney
Sam Snedaker
Dorothea Zysko
Robin Lewis
Steve Means
OR032396; I
Clam Bay SubCommittee June 17, 2010
VIl1-4-a New Business
195of371
Department of
Environmental Protection
Lawton Chiles
Governor'<"
Twin Towers Office Building
2600 Blair Stone Road
Tallahassee. Florida 32399-2400
Virginia B. Wetherell
Secretary
September 17, 1997
Collier County- Pelican Bay Services Division
Ted R. Brown, Esquire
Akerman, Senterfitt, & Edison, P,A.
255 South Orange Avenue
Orlando, Florida 32801
NOTICE OF INCOMPLETENESS INOI-2)
File Nos. 113049919 and 0128463-001-JC, Collier County
Clam Bay Restoration
Dear Mr, Brown:
Thank you for your response to our Notice of Incompleteness-l dated August 7, 1997, The
Department received your response on September II, 1997, as part of the application for a Joint
Coastal Permit, pursuant to Chapter 161 and Part IV of Chapter 373, Florida Statutes, and an
authorization to use state-owned submerged lands, pursuant to Chapters 253 and 258, Florida
Statutes, to conduct activities to restore the Clam Bay system. The Department is in the process
of converting to a new computerized tracking system and your project has a new file number
associated with it (0128463-001-JC); please make a note of it. Reference will be made to the
new number and the old file number to prevent any confusion that may arise from this
technological conversion,
Your response did complete some of the items in the NOI and the Department acknowledges that
the remaining requested information is still in the process of being gathered, as mentioned in
your response, In order to deem your application complete, we need the items listed below in
this NOI by November 17, 1997. If necessary, you may request an extension up to 90 additional
days, If neither the information nor a request for an extension is received by November 17,
1997, your application may be denied without prejudice. If you revise your project after
submitting the initial joint application, please contact us as soon as possible,
The information requested below is numbered to correspond with the application and previous
correspondence:
.,." f-'/"\,
14. Thank you for the copies of the letters you sent to obtain the necessary authorization to
proceed with the proposed activities involving the Seagate culverts, Please keep the
----.---
"Protect, Conserve and Manage Florida's Environment and Natural Resources"
Prin~~ on recycled paper.
Clam Bay Subcommittee June 17, 2010
VlIl-4-a New Business
196of371
NOI-2
File Nos. 113049919 & 0128463-001-JC
Page 2
Department informed of the status of obtaining the needed authoriZations from the City of
Naples and the Naples Cay Master Association,
"
, ,
'", ',' 'cI\
--.2J~
17, We acknowledge that this information will be provided at a future date.
24c, & 25 . Your response to the issue of the stormwater treatment system along "The Strand"
.:.>."'\, ''^'' '? makes sense. Hopefully, this issue will be resolved by the separate letter to Collier
,', "".J oJ'''' (l"'''';\- <:o...J*""'f.County government that has been sent (copy attached),
~ 30, Your response to questions from the Bureau of Protected Species Management has been
forwarded to Ms. Mary Duncan of that bureau. Hopefully, your response will adequately
answer her questions regarding potential impacts of this project on protected species and
their habitats,
__ 3 la, Department engineers are continuing to work with your engineers to verify the calculated
;"0;';';' (;"4,'). / ,benefits of proceeding with the project (per the latest correspondence sent to you, dated
> 'F'" ,a:;,r<1",,..kJ.\September 3,1997), The final recommendation of the staffregarding these engineering
'. ~~ , '\~c.k vJv.. issues depends on being able to verify your calculations that show benefits to the system
,j", " with minimal or no adverse impacts to existing natural resources and Dr.'s Pass,
33b. Department staff recognizes the potential for significant environmental benefit associated
with this proposed restoration project, however, there is a minimal amount of data that we
must have in order to show that adverse impacts to existing natural resources have been
minimized and proceed with a recommendation for issuance, The information needed
remains the same regarding the various methods of spoil disposal for the material
unsuitable for beach nourishment. Upon the final selection of the spoil disposal method,
please submit drawings (plan view and cross-sectionals) that show the locations and
dimensions of the spoil disposal areas with the number of cubic yards of material to be
deposited in each area indicated. Also, provide a narrative describing the dredging and
disposal techniquesl equipment, vessel drafts, and corridors to be used during the process,
Potential adverse impacts to the existing natural resources, such as the mangroves and
seagrasses, must be minimized, Please provide the plan view and cross-sectional drawings
that reference depths and widths in NGVD of the channel relocated to avoid adverse
impacts to seagrasses, as soon as they become available, On the plan view drawings,
indicate the natural resources (seagrasses, oyster beds, mangroves, etc.,.) with square
footagel acreages of impacts shown in relation to the proposed channels to be dredged.
33d, We acknowledge that this information is still being gathered and will be provided at a
future date.
Clam Bay Subcommittee June 17, 2010
VIiI-4-a New Business
191 of 371
NOI-2
File Nos. 113049919 & 0128463-001-JC
Page 3
Department staff agrees with your proposal to incorporate by reference County Ordinance No.
96-16 which allows motorized craft throughout Clam Bay so long as they operate at idle speed
and with no wake. Members from the public and local residents have made it abundantly clear
that they are concerned that some of their boating rights would be taken away by implementing
this project. The Department has tried to calm their fears by listening to their concerns and
agreeing to not require any more restrictive conditions on boating than what is currently required
by the county. This is consistent with Chapter 373.414, Florida Statutes, which requires the
Department to consider recreational values and navigability of wetlands associated with
proposed activities, However, the Department must also consider the potential impacts of
recreation and navigation on the natural resources in the area, By opening up restricted channels
that act to prevent the use of motorized craft now throughout parts of the Clam Bay system, the
proposed project has the potential to enhance navigability and increase boating in this system,
Therefore, Department staff recommends that the existing boating restrictions in effect now by
the county be continued as a specific condition of the permit (if issued) with an addendum to this
condition that states, "If significant adverse impacts to the natural resources and water quality of
the Clam Bay system are confirmed by Collier County and Department environmental staff, and
attributable to the use of motorized vessels within the system, additional restrictions on the use of
motorized vessels shall be enforced to provide protection to the natural resources and water
quality of the Clam Bay System, These additional restrictions shall include, but not be limited
to, the prohibition of the uSe of motorized vessels in the areas of concern for a length oftime
necessary to ensure that damaged natural resources have recovered and/or water quality has
returned to and will continue to meet state water quality standards for those parameters
associated with boating and motorized vessel usage including, copper, cadmium, zinc,
hydrocarbons (P AHs), oils and greases, dissolved oxygen, total nitrogen, total phosphorus, and
total and fecal coliform bacteria,"
Thank you for your proposal to map the natural resources (seagrasses, oyster beds, mangroves,
etc,. ,) within the project activity areas and relocate the channels to be dredged to minimize
impacts to the existing natural resources. Ilene Barnett, with the Department's South District
Office in Ft. Myers, has volunteered to field verify these activities. Please coordinate with her so
these activities can be completed, She may be reached via phone at (941)-332-6975,
, ,
Clam Bay Subcommittee June 17.2010
VIII~4~a New Business
198of371
NOI-2
File Nos. 113049919 & 0128463-001-JC
Page 4
We appreciate your cooperation. If you have any questions, feel free to contact me at (850) 921-
5214,
Sincerely,
Z:~~M,P,H. .
Environmental Specialist
Attachment (1)- Copy of letter to Collier County Government
cc: Bob Brantly, Bureau of Beaches and Coastal Systems
Ilene Barnett, DEP- South District Office- Ft. Myers
Chip Clough, V,S, Army Corps of Engineers
Mac Hatcher, Collier County Government
Collier County- Pelican Bay Services Division
Ann Lazaar, DEP- South Florida Project Manager
Kalani Cairns, U.S, Fish and Wildlife Service
David Guggenheim, The Conservancy of SW Florida
Dan Spina, Save the Bays, Association
Hilburn Hillestad, Environmental Consultant- Arvida
Dorothea Zysko, Wilson, Miller, Barton & Peek, Inc.
Karen Moody, DEP- Bureau of Protected Species Management
Mary Duncan, DEP- Bureau of Protected Species Management
John Iliff, National Marine Fisheries Service
Permit Information Center
Clam Bay Subcommittee June 17, 2010
Vlll-4-a New Business
1990f371
~
AKER.MAN. SENTER.FITT & EIDSON, P. A.
ATTORNEYS AT LAW
CITRUS CENTI!:R
ZS6 SOUTH OR....NGE AVENUE
1 ~ 2 ~ - 1 ') 9 7
POST OFFICE SOX .231
ORLANDO. FLORIOA ,:).0:60.2-0231
SERVINC THE CUENT
^ND THE COMMUNITY
(407) 8....3-70GO
TE~ECOPY (.ol07) 94:'1-6610
October 14,1997
Rich Bray
Bureau of Beaches and Coastal Systems
Florida Department of Environmental Protection
3900 Commonwealth Boulevard, Mail Station 310
Tallahassee, FL 32339-3000
RECEIVED
OCT 1 5 1997
tl"ilEAU OF BEACHES
" !;OASrAl SYSTEMS
RE: Clam Bay Restoration and Management Plan; File Numbers 113049919
and Cl128463-001-jC
Dear Rich:
The purpose of this letter is to respond to your letter of September 17, 1997 addressed to the
undersigned, As with prior response letters, I will follow the numbering system used in your
correspondence,
14. Enclosed please find a letter dated October 3, 1997 from the City of Naples agreeing
to permit the installation of the Seagate Culverts subject to the specified conditions, As these
conditions are consistent with our prior commitments to the FDEP and the Revised draft of the
Plan, we are comfortable that closure has been reached with the City on this point. We have
previously communicated to you regarding the acceptance of the Plan by the fee owner of the
culverts, The Naples Cay Master Association,
17. Enclosed please find a letter dated October 1, 1997 addressed to Mac Hatcher of the
Collier County Natural Resources Department confirming consistency with the Collier County
Growth Management Plan,
24c.& 25, We have provided under separate cover further responses to your inquiry
regarding the portion of the development called "The Strand". Absent further inquiry from
you, no further observations are made here,
30, We have, as you note in your letter, made a separate response to the issues raised in
the Memorandum from the Bureau of Protected Species Management. That response was
dated September 29, 1997.
OFH.ANDO
FORT LAUDERDALE
MIAMI
TALLAHASSEE
TAMPA
WEST P....!...M BEACH
Clam Bay Subcommittee June 17, 2010
VI!I-4-a New Business
200 of 371
Rich Bray
Page 2
October 14, 1997
33a, We have through the office of David Tackney and this office responded to the inquiries
of the Department's engineers, No further response will be provided here except to note that
in the continuing review of this matter with the consultant team, the observations of Dr,
Snedaker are worth repeating,
He points out in a personal communication to me that "the single most critical factor inducing
the upper Clam Bay mangrove die off and restricting natural regeneration of mangroves is the
relative absence of adequate tidal flushing, or tidal pumping, typically measured in terms of
tidal amplitude and its frequency of occurrence," Continuing he notes that "tidal pumping
refers to the hydraulic change in water pressure in a mangrove sediment that is controlled
largely by tidal activity, When rising tides force a rise in the water table in the sediment
beneath the mangroves, gases (e.g., carbon dioxide, hydrogen sulfide, methane, ammonia) and
various fluid wastes (including refactory and labile dissolved organic matter) are expelled
from the sediment Since some of these compounds are toxic, particularly hydrogen sulfide,
their frequent (daiiy to twice daily) removal is critical to the health of the mangroves."
"Conversely, on falling tides and a drop in the sediment water table, gases (e,g. oxygen) and
nutrients present in the over-lying water are drawn into the sediment The frequent removal
of sediment oxygen is particularly important because it is required in normal root respiration
which if stopped, causes mortality, Thus the absence of tidal pumping, metabolic wastes
accumulate in the sediment and it eventually turns toxic and anoxic, meaning no oxygen, It
is important to note that this critical process has nothing to do with the salinity, or absence
thereof, or the surface and subsurface water,"
Correcting the "tidal amplitude as planned" will necessarily increase the health of the
mangroves within Clam Bay and "create conditions that foster mangrove growth in addition
to improving and maintaining water qual ity,"
Finally, it is also worth noting on the question of potential impacts to Doctors Pass that that
Bob Crawford, P,E, has opined to the Save the Bays Organization and to the City of Naples
that the installation of the Seagate Culverts as proposed in the Plan will not adversely impact
the stability of the Doctors Pass, It was this independent verification of David Tackney's
earlier advice that in no small measure contributed to the willingness of the City to allow the
project to go forward as noted above,
33b, We will transmit under separate cover a Redlined version of the Plan showing the
incorporation of adjustments incorporated into the same as a result of public and regulatory
comment. Included in that will be revised and new permit drawings showing the location of
the main excavation channel identified in the Plan as Cuts 4A, 46, 4C and 4D. We have
previously transmitted under our letter of September 29, 1997 an analysis of the efforts
undertaken to minimize impacts to seagrasses, reporting there that less than 12% of the total
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
201 of 371
Rich Bray
Page 3
October 14, 1997
excavation will impact seagrasses and that such excavation equates to approximately .31 acres
of seagrass loss.
33d. See response at 33b above and letter dated September 29, 1997. With respect to the
request for an "addendum" to the County Ordinance 96-16 to provide for a further review of
boating within the estuary should there appear to be a casual connection between boating and
adverse impacts to the resources within Clam Bay, be advised that for Constitutional reasons
dealing with due process and notice, public readings and the like, the County cannot in
advance agree to an Ordinance modification, but I can report that they will not reject a Permit
attached to a Plan that includes such qualifications. Accordingly, the Redlined Plan referred
to above and to be transmitted under separate cover will include substantially all of your
suggested language.
I trust this is responsive to your inquiry. I will be calling you this week to schedule a meeting
with you to discuss all final issues to bring closure to this process. I believe we are ready for
that type of review and our submission of the Redlined Plan will facilitate that process.
Thank you again for your interest and help.
Very truly yours,
cc: Hilburn Hillestad
Jim Ward
Susan Watts
AI Varley
Chip Clough, USACOE
Ilene Barnett, FDEP
Bob Brantley, FDEP, Bureau of Beaches and Coastal Systems
Mac Hatcher, Collier County
Ann Lazaar, FDEP
Kalani Cairns, USFWS
John Iliff, NMFS
Karen Moody, FDEP, Bureau of Protected Species Management
Mary Duncan, FDEP, Bureau of Protected Species Management
Department of
Environmental Protection
Clam Bay Subcommittee June 17, 2010
VIl!-4-a New Business
202 of 371
Lawton Chiles
Governor
!
Twin Towers Office Building
2600 Blair Stone Road.
Tallahassee, Florid.a 32399-2400
Virginia B. Wetherell
Secretary
August 7,1997
Collier County- Pelican Bay Services Division
Ted R. Brown, Esquire
Akerman, Senterfitt, & Edison, P.A.
255 South Orange Avenue
Orlando, Florida 32801
NOTICE OF INCOMPLETENESS (NOn
FileNo. 113049919, Collier County OI?-~~~3- c:ol-:::r(
Clam Bay Restoration '
Dear Mr. Brown:
Thank you for your response to our Request for Additional Information (RAI) dated May 16,
1997. The Department received your response on July 15, 1997, as part of the application for a
Joint Coastal Permit, pursuant to Chapter 161 and Pmt IV of Chapter 373, Florida Statutes, and
an authorization to use state-owned submerged lands, pursuant to Chapters 253 and 258, Florida
Statutes, to conduct activities to restore the Cl= Bay system.
Your response did complete some of the items in the RAI and the Department acknowledges that
the remaining requested information is still in the process of being gathered, as mentioned in
your response dated July 14, 1997. In order to deem your application complete, we need the
items listed below in this NOI by October 7,1997. Ifnecessary, you may request an extension
up to 90 additional days. If neither the information nor a request for an extension is received by
October 7,1997, your application may be denied without prejudice. If you revise your project
after submitting the initial joint application, please contact us as soon as possible.
Your project will also require authorization to use sovereign submerged lands, pursuant to
Chapter 253.77, Florida Statutes. The Department's Title and Land Records Section is reviewing
your application to determine the appropriate type of authorization needed and proprietary
procedures to follow.
The information requested below is numbered to correspond with the application:
.~ 14.
? J~fD'r#(\'
Please provide a letter from the legal owner of the property at the seagate culverts which
stipulates the owners position regarding the proposed project, and authorization for the
applicant to proceed, if the owner is in favor of the proposal.
"Protect, Conserve and Manage Florida's Environment and Natural Resources"
Primed 0/1 recyd/!d peper.
Clam Bay Subcommittee June 17, 2010
VlIl-4-a New Business
20301371
NO!
File No. 113049919
Page 2
'11 " 15. Department staff understands and agrees with your response to this request. From a .'
regulatory agency perspective, it would be preferable to have a set, targeted goal of redu,ing
stormwater inputs by a certain percentage, and establishing a dollar amount for the '"
implementation of recommended alternatives in the permit; however, it is recognized that
these figures are not available yet. It is anticipated that the studies established in the
proposal will provide the reliable, scientifically generated figures and recommendations
regarding areas for improvement in the reduction of stormwater inputs into the Clam Bay
system. The use of the proposed studies to derive the much needed scientific data and
recommendations can be accomplished via specific conditions of the [mal permit (if issued).
It is recommended that the studies proposed be completed no later than 3 years following
permit issuance to allow adequate time for implementation and monitoring of the
recommended initiatives generated by the studies. This recorninendation appears consistent
with the timeframes identified in the proposal. Also, specific conditions of the permit can
be added to ensure implementation of the recommended initiatives of the studies, as
indicated in Section 4.5.4.3 (page 77) of the proposal, to achieve the needed reduction in
stormwater inputs into the Clam Bay system, conduct the associated monitoring, and
provide any corrective actions (if needed) prior to the expiration date of the permit.
.;,
,.-."p.
~1"!..\~
~",\:^,i\18.
~...(,..~k
We acknowledge that this information will be provided at a future date.
We received your partial application fee payment of $6,700. The correct fee for this
application is $10,200. Please submit the remaining $3,500 in the form of a certified check
or money order made payable to the Department of Environmental Protection- Bureau of
Beaches and Coastal Systems. Please reference "Fee for JCP application no. 113049919"
on the check.
,,_~_~ 24c. & 25.
\~') i'
- .....,,1 1~ ~ "'1ov
"">~..,.",,~,*,,J:-~
. I r
;;.-1 v'.~:.~/<( (p-, ()....~;,~"J, T"~
"''-:', '). .~. 'StJ!.-:........+4
. ~. . ( r ~
';"'''''.- )-~1-ll" )lc~
. j,'" I .
~-J :,':'. .-li"",i'~ v'.,..-
':. _~ ".~ !..I)J,-,.;4+-'" 0ol/iV-1
. .' I
" "'\,1...... '0<,0-+-.
';.D- 1''''1'' - 0 \
Department engineers are verifying your calculations using Manning's equation
and other valid engineering methods to assess the anticipated project effects upon
the tidal prism and hydrological characteristics of the Clam Bay system. Thank
you for submitting your engineering data and calculations on computer disk
format.
Direct stormwater discharge from developed areas, such as residential homes,
parking lots, and construction areas are known to contribute to water quality
problems via direct contamination by pollutants including fertilizers, pesticides,
oils, greases, fuels, solvents, construction dusts, debris, etc.... The stormwater
treatment system along the "Strand" where construction is presently occurring
appears to be either absent or inadequate, as noted during field observations, and as
noted in your RAI response dated July 14, 1997 (pages 6 and 7). Please submit
supporting documentation and drawings that explain how trench systems (the
systems indicated to be in place along the "Strand") adequately remove the above
Clam Bay Subcommittee June 17.2010
YIlI-4~a New Business
204' of 371
NOI
File No. 113049919
Page 3 '.
listed pollutants. Please identifY and propose activities that the potential permittee
and Collier County can implement as part of this project to eliminate direct
discharge from existing and future construction sites, residential, and other
developed areas into the ClaJU Bay system. Revisions in the minimum standards
of the local building codes may be needed.
. 30. We acknowledge that this information will be provided at a future date. Please be advised
t,.-",x, that the Bureau of Protected Species Management is reviewing your proposal and that
\0(">> questions from this bureau regarding potential impacts to threatened and endangered species
Xc Q,rt>'" may be forthcoming.
_ 33a.
Thank you for submitting the requested information. Department engineers are verifYing
the submitted data and calculations, including those using the Darcy- Weisbauch formula to
ascertain potential projeCt impacts upon the hydrodynamics of Outer Clam Bay! Clam Pass
and V enetian Bay! Doctor's Pass.
.- I'
\~.,/-'-l"O
. _ ___---~ 33b.
~. 1\,
\-,,\-1" ~A'
[
It is acknowledged that the various methods of spoil disposal for the material unsuitable
for beach nourishment are still being assessed. Upon the final selection of the spoil
disposal method, please submit drawings (plan view and cross-sectionals) that show the
locations and dimensions of the spoil disposal areas with the number of cubic yards of
material to be deposited in each area indicated. Also, provide a narrative describing the
dredging and disposal techniques! equipment, vessel drafts, and corridors to be used during
the process. Potential adverse impacts to the existing natural resources, such as the
mangroves and seagrasses, must be minimized.
. ___._ 33d.
,-{,
[-1,-/-:.1<'(
We acknowledge the new proposal to place the spoil from Cuts I, 2, and 3 in upland areas
on the eastern side of the dune line and that the precise location for these areas have not
been identified. It is recommended that you select degraded areas, such as locations that
have been invaded by nuisance exotic vegetative species, to minimize adverse impacts to
native species and existing natural resources. When these disposal areas have been
fmalized, please submit field photos and plan and cross-sectional drawings of the sites that
show the locations and dimensions of the disposal areas with cubic yards of material to be
disposed indicated.
Regarding the issue of creating small upland areas from the material not suitable for beach
disposal; there is some validity and truth to your response. As previously stated, the
Department's recommendation is to remove this material off-site, ifno suitable on-site
disposal method is feasible. Once again, the loss of wetlands by conversion to uplmlds via
spoil disposal is an activity that the Department does not normally promote or authorize;
however, the Department must consider the overall impacts of the proposed project to the
envirorunent on a case-by-case basis. In the case of the current project, it is proposed to
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
205 of 371
NO!
File No. 113049919
Page 4
convert approximately 7 acres of wetlands to uplands via spoil disposal. There are
approximately 568 acres of wetlands in the Clam Bay system, so this means a loss of
approximately 1.2% of the wetlands. This is a very small figure conipared to the
approximate 443 acres of mangroves and -7 acres of seagrasses that would benefit from the
proposed activities, including improved tidal flow and a reduction in storm water input.
Due to the nature of the project and the potential benefits of the proposed activities, this
aspect of the project is still being considered by Department staff. It is preferable to have a
consensus aJUongst all the permitting entities involved regarding this issue, including staff
with our district office in Ft. Myers, the U.S. Army Corps of Engineers, the U.S. Fish and
Wildlife Service, and others. It is imperative that you the applicant demonstrate that no
other alternative is possible or financially feasible than the proposed creation of the small
upland spoil disposal islands.
We appreciate your cooperation. If you have any questions, please contact me at (850) 921-
5214.
Sincerely,
Z;~M.P.H.
Environmental Specialist
Bureau of Beaches and Coastal Systems
cc: Bob Brantly, Bureau of Beaches and Coastal Systems
Ilene Barnett, DEP- South District Office- Ft. Myers
Chip Clough, U.S. Army Corps of Engineers
Mac Hatcher, Collier County Government
Collier County- Pelican Bay Services Division
Ann Lazaar, DEP- South Florida Project Manager
Kalani Cairns, U.S. Fish and Wildlife Service
David Guggenheim, The Conservancy ofSW Florida
Dan Spina, Save the Bays, Association
Hilburn Hillestad, Environmental Consultant- Arvida
Dorothea Zysko, Wilson, Miller, Barton & Peek, Inc.
Karen Moody, DEP- Bureau of Protected Species Management
Permit Information Center
Clam Bay Subcommittee June 17.2010
VIII-4-a New Business
206 of 371
~
AKER.MAN, SENTER.FIIT S EIDSON, P. A.
ATTOR.NEYS AT LAW
CITRUS CENTER
i!~~ SOUTH ORANGE: AVENUE
POST OFFICI: POX 231
ORL.ANDO, FLORIDA 3i!80e.0<:3'
{"'07> 843.7860
TELECOpy (407) 643.6610
1 '! 2 2 - I '} ') 7
~;..F.V1N(; THf Cl.ll::l'r
A!,n Tilt COAt......U;\o;1 n
September 9, 1997
Rich Bray
Bureau of Beaches and Coastal Systems
Florida Department of Environmental Protection
3900 Commonwealth Boulevard, Mail Station 310
Tallahassee, FL 32339-3000
RECEiVED
SEP 11 1997
uU!1ElW OF BEACHES
,:51 GOASTAl SYSTEMS
RE: Reply to Notice of Incompleteness (NOI); File No. 113049919, Clam
Bay Restoration and Management Plan ,J- OI~"If{,'3 - 001 - ~C'...
Dear Rich:
This letter is intended as a response to your letter of August 7, 1997 advising of the need for
additional information in connection with the referenced project. It additionally responds to
your internal memorandum dated August 22, 1997 from Mary Duncan, Environmental
Specialist; Protected Species Management. This response will follow your format and is
numbered to correspond with your letter.
Your letter makes note of the need to obtain authorization from the Department's Title and
Land Records Section in order to use sovereign submerged lands. We assume that the totality
of the application as submitted provides the required information for review by that Section.
Please advise promptly if additional information is required.
__ 14. We have submitted a proposal to Naples Cay Master Association, the owner of fee title
1'<"l~"d at the Seagate Culverts, requesting their concurrence in the installation and maintenance of
the culverts as contemplated in the Plan. I have met with Stephen Pistner, the President of the
Naples Cay Master Association and can represent that they will support the undertaking as
proposed. Additionally, I have conferred with and submitted an application to the City of
Naples seeking a permit from them to implement the Plan at the Seagate Culverts subject, of
course, to successfully obtaining the required permits from the state and Federal agencies for
Plan implementation. Copies of my confirmation letter to Stephen Pistner and my application
OR006136;1
ORLANDO
FORT L.AUDEROALE
MIAMI
TALLAH....SSEE
TAMP....
WEST PALM BEACH
Clam Bay Subcommittee June 17. 2010
VIII-4-a New Business
207 of 371
Rich Bray
Page 2
September 9, 1997
letter to the City of Naples are attached. We believe that we will be successful in concluding
these arrangements.
g/!!1r1- 15. We concur in your approach and await your draft of Permit Conditions to implement
---- I
this portion of the Plan.
1;';.,r#{~J
17. Attached find a letter from Collier County Planning Department advising that at this
time they are unclear as to whether or not we are in compliance with Objective 6.6 of the
Coli ier County Growth Management Plan. Given the nature of the inquiry as evidenced in
the attached letter, I do not anticipate any difficulty in satisfying this criteria, but recognize that
as of this response, the matter remains open.
,...........h___.._..-
. ~!::j rI _
~-
18. The additional fee for processing has been previously transmitted to you agency
pursuant to your earlier advice in Request for Additional Information dated May 16, 1997.
If upon your further review, you find that it has not arrived, please advise and we will respond.
24c, & 25. The area known as the "Strand" and its designed water retention and detention
~~"lL1 protocols have been previously reviewed and approved for development and implementation
'. ,;.r < in accordance with established regulatory requirements. We do not concur in your view that
)(f" . the "stormwater treatment system along the "Strand" ....appears to be either absent or
tJ:--~ 1-" inadequate" and certainly our response as set forth in our letter dated July 14, 1997 did not
. Gol't-<!.( c.., make such a claim. The plans incorporate Best Management Practices for the tasks assigned
and all construction undertaken to date has been in conformity with the same. The applicant
does not have a plan, nor does it contemplate any proposed activities to modify this area of
the development, as the current design has been permitted and is adequate for the intended
purpose. To the extent that the Agency believes that "[R]evisions in the minimum standards
of the local building codes may be needed" such an initiative is beyond the scope of this
applicant's proposal and we would not intend to be involved in the same.
"".1':\
9,1,-#.t..u
3D, We acknowledge receipt of the comments and observations of Mary Duncan,
Environmental Specialist with Protected Species Management addressed to Rich Bray under
date of August 22, 1997 (Duncan Memo) and respond to the same here. Pursuant to
discussions held during a site visit on August 26, 1997, we are not, absent further advice from
your office, required to address any other matters under this paragraph 30.
f"'-.....b<~
Turning to the matters raised in the Duncan Memo we report the following:
1. Some seagrasses will be impacted as a result of the dredging activity required
for improved tidal exchange within the estuary. As noted in paragraphs 33b and 33d below,
a strategy has been devised to minimize those losses and it is anticipated that the improved
OR0061J6;1
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
208 of 371
Rich Bray
Page 3
September 9, 1997
water conditions within the estuary, post implementation, will give rise to enhanced
opportunities for seagrass expansion. Until the channel is marked in the field as described
below, we are not able to quantify the extent of short term loss, but it is expected to be
significantly less than the areas of excavation. Neither the Plan as submitted nor the Plan as
it might be modified will result in the destruction of any existing native, submerged aquatic
vegetation as a result of spoil disposition.
2. The nature of the "flap gate" design contemplated for this system will preclude
the addition of a grate on the culvert. The flap gate is designed to operate passively based on
the flood and ebb cycle of the tide. We can report that the culverts have been in place in that
size since the 1970's and have not been a problem with Manatee's and none is expected now.
Manatee's have not been observed in either Clam Bay or Venetian Bay for longer than anyone
can remember and their ability to access the Clam Bay area presently is seriously constrained
by the constrictive riature of Clam Pass. There are stormwater outfalls emptying into Clam Bay
through pipes under the berm located at the eastern edge of the estuary, but water that flows
through these flows from the east to the west, emptying into the mangroves at depths mesured
in inches. Accordingly, we see no benefit to grates on these outfall structures.
3. Blasting was used in the August and November interior tidal creek excavation
I do not have the precise dates of the blasting activity, but it was undertaken with attention to
the permit protocols and no objections or post blasting problems have been noted. The only
endangered species identified as problematic during permit review involved the nesting of the
sea turtle and all blasting and excavation activities were undertaken outside turtle nesting
season to accommodate those concerns. Blasting is to be considered as one of the options for
excavation of the Interior Tidal Creeks under the Plan, but will only be used where necessary.
Since the Plan contemplates an iterative approach to Interior Tidal Creek excavation and field
location of the areas to which excavation is to be undertaken, it is not possible to determine
at the present how often blasting might be the preferred method of proceeding.
4. With respect to interior navigation, be advised that the Plan is to be amended
to reflect that the County's current Ordinance 96-16 is to be controlling. It will allow
motorized boat traffic at idle speed and with no wake. The County has the burden of
enforcement. We do not bel ieve that it is reasonable to assume that propeller dredging of
seagrasses will increase as a result of Plan implementation. A further review of the constraints
of Clam Pass, even after Plan implementation, suggests rather clearly that boat traffic will not
be increased and that it is still significantly constrained by the very shallow and confining
conditions throughout the estuary. We do anticipate enhanced channel marking, enforcement
of the idle speed zones and clearly marking areas where seagrasses exist so as to warn boaters
of their presence and the necessity for avoiding them.
OROO6!J6;!
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
20901371
Rich Bray
Page 4
September 9, 1997
______. 33a. We have received a series of questions from your engineering office relative to the
project under letter dated September 3, 1997. We will respond to those matters under
?-"NJ.~Oseparate cover.
33b. We have continued to review various spoil disposal techniques including not only the
..-- original proposal for creation of spoil islands, but have additionally reviewed Jetspray
f~.d~~'6 technology, discharge into the Gulf and creation of littoral shelves to be populated by
mangroves within Outer Clam Bay. Additionally, we identified during our recent site visit of
August 26-27, 1997 an alternative location for disposal of spoil from Cut 4. (See revised Figure
4.5.2(h) attached) Subject to clarifying its capacity to absorb the required spoil
(approximately 22000 cubic yards), this location is, by consensus, the preferred disposition
site. Assuming our continued investigation confirms this location to be of adequate size to
accommodate the anticipated demand, we would intend to amend our application to identify
this location as the spoil disposal site for the identified Cut. Of necessity, this would require
that we develop revised plan and profile drawings showing how that area would be developed
and we are amenable to doing so. As discussed, this area would be filled such that it would
reproduce as a mangrove habitat and that remains the goal.
Being cautious, I must advise that if we cannot accommodate all of the Cut 4 spoil in the new
location, one or more of the other spoil sites will have to be considered as a supplementary
disposal site using the protocols described previously in the Plan, In this regard, we take
encouragement from your recognition that even using all of the previously identified spoil sites
_ _ _ for disposition, they cumulatively only amount to a 1.2% wetland loss within the system and
that such a loss, while regrettable, will nonetheless result in a "benefit" to the overall system.
This revised Plan will further reduce that percentage, even in a worst case scenario and so we
would anticipate your support of the same.
.
We can report that there is no alternative that we have been able to identify that will allow us
to remove the spoil from the site that can be accomplished within the available funds. Each
of the other methods referenced above are anywhere from 35% to 50% more expensive than
what is proposed here and to that extent exceed available revenues. As we reported, Jetspray
technology has the potential for realizing a costs savings, but the consensus we have heard
is that application of the technology in this mangrove system is too speculative to absorb the
risk. We concur in that conclusion and are therefore constrained to look to more traditional
methods of disposal. We believe the record reflects a conscientious effort on the part of the
applicant and the agencies to explore a variety of alternatives and that the Plan currently under
review has the best prospect for success taking into account costs, logistics and existing
technology.
OR006136;1
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
210 of 371
Rich Bray
Page 5
September 9,1997
With respect to Cuts 1, 2, and 3, we have determined to abandon the concept of Jetspray for
spoil disposal in these locations. As such, we have identified the eastern interior of the dune
line to the west as a place suitable. for spoil disposal and will adhere to your suggestion that
we select areas that have been invaded by nuisance exotic vegetation ete. as the preferred
disposal sites. As of this writing we have not identified the precise locations such that they
can be independently investigated. We intend to accomplish that within the next couple of
weeks and will advise you of the same immediately upon completion.
We understand and agree that every effort must be made to minimize impacts on mangroves
and seagrasses in the implementation of the Plan. Our sense is that the Plan, as drafted, makes
that clear as an operational protocol. Augmenting that, it was determined during the recently
completed site visit that we would, in cooperation with your Ilene Barnett and the Federal
agencies, walk the proposed main channel excavation route so that we can stake and record,
via GPS technology, the precise location of the channel cut. The agreed purpose of this
exercise is to not only precisely locate the channel, but to also route it so as to minimize
adverse impacts on the existing seagrasses. You understand and agree as it has been
expressed that this exercise will not compromise the fundamental integrity of the hydrology
of the channel as contemplated under the Plan. The goal is, to the fullest extent possible, to
reconcile both agendas and we believe that is achievable.
j'SV' ~.. ~ Your requirement for more detailed engineering drawings showing specific locations and
jwJ) amounts of spoil disposal and technique descriptions ete. is agreed to and we would
~ ). ,(n contemplate that those protocols would be incorporated as Permit conditions to be complied
\,.< +"" with in advance of implementation.
D'-\"D~ ~
'ru~,l-' i;S~d. See response to 33b.
-r-"...J~-:. We have agreed that the Plan will be amended to delete the proposed protocol that suggested
() that "[NJo motorized craft should be allowed north of the south boardwalk....". In its place
will be a protocol that incorporates by reference County Ordinance No. 96-16 which allows
~ motorized craft throughout Clam Bay so long as they operate at idle speed and with no wake.
COf"P' /f The practical effect of this adjustment is to preserve the status quo with respect to the
navigational element of the Plan.
':'l> We have agreed as previously noted that we will in an effort to minimize impacts to seagrasses
waik the proposed main channel cut, marking the same and recording those marks with GPS
technology so that the channel can be both field located and depicted with accuracy on a set
of plans. Personnel from your office will assist in this task. The goal is to not only minimize
adverse impacts to seagrasses, but to do so in a way, which will not compromise the proposed
hydrology of the Restoration Plan.
OR006136;!
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
211of371
Rich Bray
Page 6
September 9,1997
We trust this is responsive to your inquiry. We recognize that there are some additional
matters to be responded as identified in this letter, but would urge that we begin the process
of sorting through the specifics of the Permit conditions to insure that implementation of the
Permit can proceed smoothly once the Permit is issued and that we can complete the main
portions of the Plan before turtle season in 1998. I will telephone your office in the next
several days to review this prospect with you. Thank you again for your interest and time.
cc: Bob Brantly, Bureau of Beaches and Coastal Systems
Ilene Barnett, FDEP-South District Office-Ft. Myers
Chip Clough, USACOE
Mac Hatcher, Collier County Government
Collier County Pelican Bay Services Division
Ann Lazaar, FDEP-South Florida Project Manager
Kalani Cairns, USFWS
David Guggenheim, The Conservancy of SW Florida
Dan Spina, Save the Bays
Karen Moody, FDEP-Bureau of Protected Species
John Iliff, NMFS
Mary Duncan, FDEP, Protected Species Management
OR006136;!
-
Clam Bay Subcommittee June 17, 2010
Department of ~~I~-~t3~~w Business
Environmental Protection
Lawton Chiles
Governor
Marjory Stoneman Douglas Building
3900 Commonwealth Boulevard
Tallahassee, Florida 32399-3000
Virginia B. Wetherell
Secretary
May 16, 1997
Collier County- Pelican Bay Services Division
Ted R. Brown, Esquire
Akerman, Senterfitt, & Edison, P.A.
255 South Orange Avenue
Orlando, Florida 32801
Request For Additional Information IRAJ)
File No. 113049919, Collier County
ClaJU Bay Restoration
Dear Mr. Brown:
This is to acknowledge receipt of your application on April 21, 1997 for a Joint Coastal Permit,
pursuant to Chapter 161 and Part IV of Chapter 373, Florida Statutes, and an authorization to use
state-owned submerged lands, pursuant to Chapters 253 and 258, Florida Statutes, to conduct
activities to restore the Clam Bay system.
In order to review your application, we need the items listed below in this RAI by July 16, 1997.
If necessary, you may request an extension up to 90 additional days. If neither the information
nor a request for an extension is received by July 16, 1997, your application may be denied
without prejudice. If you revise your project after submitting the initial joint application, please
contact us as soon as possible.
Your project will also require authorization to use sovereign submerged lands, pursuant to
Chapter 253.77, Florida Statutes. The Department's Title and Land Records Section is reviewing
your application to determine the appropriate type of authorization needed and proprietary
procedures to follow.
The information requested below is numbered to correspond with the application:
~ 14. We acknowledge that this information will be/provided at a future date.
we. P<-"~'" kJ<.J'~ 4v "',,'-V "r J.,(,. ""'r (",-c,..l.r]" ~..
'_ 15. The report indicates that in addition to the average 53" of freshwater per year into the
ice system via rainfall, approximately 26" - 28" of rainfall equivalent is released into the system
i from irrigation practices. Furthermore, this water is nutrient rich re-use water, and causing
! continued stress to the system. Pre-development conditions were such that less than 10" of
~ the 53" average rainfall ;,ere lost from the uplands v~~ surfacr runoff. Due to .fil:ering by .?
f:.,o.",reJ-o... p.2. - ,",,0,-0 .~,.l c,o., l't5'}) "t"i--..,. sI,,"'1 Nt.O""..,u.JJ..;.,SI"1t"..;JJ-""", ,
"~rotect, Conserve and Manage Florida's Environment and Natural Resources"
Printed on recycled poper.
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
21301371
RAI
File No. 113049919
Page 2
native vegetation, this water was likely to be very low in nutrient concentrations. The top
priority for restoring the health of the estuary should therefore be to minimize
stormwater inputs into the system. As noted; the Natural Resources Conservation
Service (NRCS), IF AS, and the Collier Co. Extension Service can assist in the development
of a revised landscape management plan to reduce freshwater runoff laden with nutrients
and pesticides. Much improvement can be done in this area, as it was noted during some
field observations of the area that the sprinklers where watering the golf courses and
landscaped plants while it was pouring down rain! The applicant should work with the
stated entities and with the other landscape managers within Pelican Bay to create a phased
plan to minimize use of irrigation waters and chemicals, and maximize the use of native
xeriscape species. Manual overides of any timer systems must be installed to allow the
system to be shut off during rain storms or when the soil is sufficiently moist enough to
sustain vegetative health. This plan should become a part of the permit. An example of a
similar development where this has been accomplished is "Colliers Reserve". It is an
upscale golf course PUD in the vicinity which utilizes xeriscape practices to a large extent.
It is recommended that the applicant, the Department, NRCS, IF AS, and the Extension
Service work in conjunction to come up with such a plan, using Colliers Reserve as an
example of what can be accomplished. One stumbling block to this approach is the idea that
the County must get rid of its excess treated waste water at Pelican Bay. However, there are
opportunities for the County to reroute the water to more appropriate sites where it will not
daJUage estuarine resources. The Department and the applicant should work with the
County to come up with some of these alternatives, if this proves to be problematic.
Another issue raised by the applicant is the lack of control over landscape practices on the
entire upland parcel included in Pelican Bay. However, it is in the best interest of all
Pelican Bay entities to revise their irrigation and landscaping practices to ensure the
sustainable health of the Clam Bay estuary. The proposed project should be revised to
include a commitment to implement a P.U.D.-wide revision oflandscaping practices.
Simple methods to alleviate runoff can be put into effect within a few months if the
community is willing to commit to a program such as the University of Florida's Florida
Yards & Neighborhoods program and a regimented lawn watering prograJU.
,. , ..,
.J, "t(<;:. I 6
. . --. . . I
.-<.--- .
We acknowledge that this information will be provided at a future date.
.
..
"_ 17. We acknowledge that this information will be provided at a future date.
18. We received your partial application fee payment of$6,700. The correct fee for this
.'c. application is $10,200. Please submit the remaining $3,500 in the form of a certified check
or money order made payable to the Department of Environmental Protection- Bureau of
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
214 of 371
RAI
File No. 113049919
Page 3
Beaches and Coastal Systems. Please reference "Fee for JCP application no. 113049919"
on the check.
, .:::'~~~\
. _.' '.-~
21. We acknowledge that this information will be provided at a future date.
24c. & 25. The "berms" (lA' - 1.8', NGVD) that are discussed in the application are build-ups
. , of peat and sediments. The upper reaches of the system continue to be impounded
,'-, 'J" Q,,~,~,< from rainfall, excess stormwater, and storms. The system needs to be drained
; "'\'1"'" t.\.d. enough for the water levels to get below the elevations of the berms. The berms
~ ' .~~, along the bays should be breached in several locations to allow drainage of
v,o"1 ''';'. impounded waters and improve sheet flow, Locations of proposed breaches should
(,,'c-h' \_\..#'A \, be included in the application,
,)
;)j..
.-,. ,:-,).
There are constrictions in the smaller tributaries north of the North Boardwalk,
",~c_..,,,,t-.r ( however, there are no cuts proposed for this area; please explain why there are no
'" I \ ~." activities proposed to open these constrictions.
\) (1.f r,J11I-,
'r~l~ '.'.r . .
.. ..: )" >."J /:",,().;h,J"' Cuts #1, #2, and #3 are proposed.to be -3', N.GVD. Cut #1 is located between
.' " \o\? J . Upper and Inner Clam Bays. TypIcal depths m Upper Clam ~a?, and Inner. Clam
.,.ct; .\)"'0 0-<" Bay are -2' to -2.6', NGVD and -1.1' to -1.9', NGVD. The eXlstmg connectmg
'..,.," ""."f;~~ ~ t ~~ tributary proposed to be dredged for Cut.#I, ranges in depth from -lA' to -2.0',
.' :-v c",,).,-l,;N (. I.- NGVD. The depth of Cut #1 should be hmlted to no deeper than -2', NGVD. Cut
, "l,rtV #2 is located south ofInner ClaJU Bay. Typical depths of the tributary connecting
. .' 'i",do,! Ii'''' lJ-~ Inner Clam Bay to the pass range from -IS to -3.5', NGVD. The existing section
.' . c' .' :.'.~.;,. 1,1 ~" .j)/f". of tributary proposed to be dredged for Cut. #2 ranges in depths from -1.0' to -1.8',
'. ,. J.!;c'-; \ \ NGVD. The depth of Cut #2 should be InDIted to no deeper than -2', NGVD. Cut
, ." ~ ~~~s j#3 is located within the tributary approximately halfway between Clam Pass and
" ') '. -..,..0-';'" Inner Clam Bay. Typical depths range from -1.8' to -3.5', NGVD in the tributary
',..;-\ ,t.v'.-("", south ~f Inner ClaJU Bay, with the area within Cut #3 representing a smal~ h~gh
., . '.. ) \--t...' spot Wlth depths of -1.5' to -1.6', NGVD. The depth of Cut #3 should be hmlted to
,/ ..'.:",,' J.!- }'.J" no deeper than -2.5', NGVD. Cut #4A is proposed to be -3', NGVD with a bottom
. .:..}....,J 5'1 ^ \vs'- width of 40' and a top width of approximately 30' to 50'. Cut #4A is a north-south
. ',' , < '. . J \J , ... aligned cut through the existing tributary from the north end of the inlet bay south
"" /r>)} o"~"'" tlto the north end of Outer ClaJU Bay. Typical depths in this vicinity range from -0.3'
"", :-';c'-:":'~ ~,J>.!O -1.6'. Outer ClaJU Bay has depths ranging from -IS to -2.1', NGVD. The depth
:.., bt ~ ~t~UN., '~ of Cut #4A should be limited to no deeper than -2.0', NGVD. Cuts #4B and #4C
. :c,(. ~ (<c>. \lead from ClaJU Pass to the north end of Cut #4A. Depths range from -1.2' to -2S,
.C' ......_; . O\S5'0 NGVD. The depth of Cllts #4B and C should be limited to. no deeper than -2.0',
. .F""'", ' I NGVD. . . J> \.,Jv.\.j J.,..,'- ,_ ',.
t, . <-", '~'(../~-l--~ ~ t.) I"\'~! ~ r.~,5" 0.< '.' I J..o" + ~ut-.':"'i'i.S ,,.,... ~/'brU
i.t.... t..~ . L..~~,~..,.....I.~..toe' . <',.. '11...1 ~ '''''I'~'';'V'' \' ....w, - ,f.. "~'..L,.... fr:"~.!r'" i !
,- t t ' --- ,-. . . .... "",':;0 ,...1 ~'t-?f l' VV'l
t ..,,,. . ~ . \, ...1-" 'V~, "Xi' ' , .'"
...~.~...., J _ ''<N''''v':; '0
. .'< .' )." ,,'n~. ^ ,L~,rc:~.^l 1J.?>,/..-'"
....~ J ,\..{;\P 1...,
i J \>it'O -.
~p~ :::;:.1'1 l'* i \"f.1f "
Clam Bay Subcommittee June 17, 2010
Vllt-4-a New Business
21501371
RAI
File No. 113049919
Page 4
'71
Please describe and indicate where the stormwater containment! treatment areas
are for the new condos being constructed on the western perimeter of Upper Clam
Bay as shown on Sheet 25 of35 of the drawings. Field observations in this area
indicate direct runoff from the construction sites into the areas of dead mangroves
across the street.
The sections shown on Sheets 31-34 of the drawings do not appear to correspond
to any oqhe other drawings (for example, Section Z-Z could not be found on the
other drawings). Please delete the reference of these sections, if they are irrelevant,
or explain which plan-view drawing they reference.
,
"-1 ~,; ~/l1
,. '" ,.;"- 26. We acknowledge that this information will be provided at a future date.
'.::S_~~_ 28a. We acknowledge that this information will be provided at a future date.
..~ i
"~,"<l 28b. We acknowledge that this information will be provided at a future date.
,"
f. ~~
_745./JL 31.
I
. f~
, :", 0".' Q'C"
,.,..... -
c
..,(.~ ~ ,: .l -~ J.
30. We acknowledge that this information will be provided at a future date. Please be advised
that the Bureau of Protected Species Management is reviewing your proposal and that
questions from this bureau regarding potential impacts to threatened and endangered species
may be forthcoming.
We acknowledge that this information will be provided at a future date.
33a.
Has the effect of the proposed improved culverts under Seagate been factored into the
hydrodynamics of the system? The effect of the improved culverts may allow for
minimization of some of the proposed extent of dredging.
What specific data and methodology does the proposal base its conclusions? Please
provide copies ofthe studies and reports referenced on pages 21, 22, 28, and 49 of your
proposal binder. Specifically needed are copies of the hydrographic assessment of the
Clam Bay system (Tackney & Associates, Inc. 1996, Lewis 1996, and Collier County
Report 1996). Include the other referenced studies by Turrell 1995, Snedaker 1996,
Johnson 1996, McKee 1996, and Wilson, Miller et. al. 1996. Any other pertinent studies
by Collier County should be included as well. Also, provide a copy of the study that
demonstrated the observed tidal flows (20-25%) supplied by the seagate culverts in Outer
Clam Bay, and the study that confirms the conclusion on page 41 of the proposal that "...the
culverts contribution to flushing exchange for either Clam Bay or Venetian Bay is
negligible. This result occurs because the flood volume is generally equal to the ebb
volume and flow through the culverts simply oscillates back and forth between the two
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
216of371
RAI
File No. 113049919
Page 5
bays." Will the current tidal flow of 20-25% supplied by the culverts increase by installing
the one-way flow culverts? If so, what is the estimated increase in this percentage?
Provide a copy of the tide recordings mentioned on page 48 and 49 of the proposal binder.
Please provide details of the hydrographic computation for showing the Clam Bay system
hydraulic characters, such as discharge, flow velocity, and flushing ability.
7'--~"-- ~3b. This information cannot be waived and will be needed. Please be advised that the dredged
'-".-" "":,~,,,\ ~"'/ beach-quality material, or an equivalent volume of beach-quality material, must be placed
.' ,""k\. on the adjacent downdrift beaches, pursuant to Ch. 161.142(1), Florida Statutes. The
, " "';-' "~: \ proposal on page 85 of the binder to place this material j~. oal ,1 contradij~ the statutv;,; M ~.
'0." ..~,J req~' ement and shpuld be ro ed.Ii!"'r~6~ 1~r~ I' ,/-Sf':,1 -'t.'::'itr c",.../. "f .1/."" 17 ~ s1,
., ~,. _ sl.> G Jj. vi"" I .'t.! f i..,.,. . "Us '~..,' 1"'L 1,']"'. ~' ""'POl ",,,u'r.:'\- "L
, : '. _.~t , ,.a. q ",,\ J~' f..__<.W""T"'?ll" d~" lJ>,.J~f (0'''- V,"f<;t-' <-;;''''1~)
,', :, -, 3":rd. It is preferable that oil from Cuts 1,2 and :l"Ge hattJe to. a suitable upland dispesal site, .
" rather than sprayed over adjacent wetlands. However, it is recognized that impacts will be
,,_,_,_, minimized by using a small system such as a mud cat, or a diver operated system. Ifin situ
i. .. ":<~f'''';+tfJ. spoiling is necessary, depths of deposition should be further minimized. A depth of
, .'. '. _"'.)''>~L deposition of 4" in the mangrove system is expected to cause adverse impacts to the
\' ;,,, ': ,,:. ,;,.'...\ wetlands. Please provide copies efthe studies and scientific reports used to support the
. ..~;.,.~ proposal for spraying the excavated sediments into the adjacent mangroves. These studies
'., ...
.. '. ,~~,,-.: . should consider sediment characteristics, such as grain-size, and adequately prove that
spraying of sediments over adjacent vegetated wetlands have no adverse affects on the
, wetlands. J" J \ ' ~ b ",,^L ,Uu.
.'," .~~.",;,"'1 -iLl Gt~~"so-1. IS' s-;o,vf ;?~"'(l rW'-'" '\~' ""'ill
, "-;;. IJ-water spoiling and the creation of upland islands frem Cut 4 in an estuary are not
activities which the Department generally authorizes. The shallow tidal flats are an integral
part of the system providing foraging habitat for wading birds and other species. The
proposed spoil islands are not congruous with the ClaJU Bay estuary system and the
conversion of wetlands to upland spoil islands is not consistent with the intents ef Florida
law to. protect wetlands and manage activities so there will be no net less of wetlands. It is
recommended that the spoil material be remeved to'suitable off-site locations.
'.:,"('..r'\
The volume of water flowing into Outer ClaJU Bay from Venetian Bay via the seagate
culverts is expected to substantially increase with the installation of the preposed one-way
culverts. Provide water quality data for the water within Venetian Bay and assess how the
expected increase in velume flow of this water will affect the seagrasses within Outer
Clam Bay.
.: j~~'
'uo__'-':'-
What percentage of the tallest dead trees will be left standing to serve as perchesl nesting
sites for birds as indicated on page 87 of the proposal binder, and what scientific evidence
is this optimal percentage based on?
Clam Bay Subcommittee June 17, 2010
VIII~4-a New Business
217of371
~--
~d
AKERMAN, SENTERFITT 11 EIDSON, PA.
ATTORNEYS AT LAW
1'12 J - 1? 0'
cn'RUS Ce:NTER
a5~ SOUTH OFlA.NGe: AVENUe:
POST OFTICE ao)< 231
OI'lLANOO. cLORIDA. 32ts02.0231
~(nV1NC TI-IIl'!.I',:r
(-407) B43.7eeo
,\ND TII l COM..~.;.-;. "
TE::LECOPY (407) _3.15(!;10
July 14,1997
Rich Bray
Bureau of Beaches and Coastal Systems
Florida Department of Environmental Protection
3900 Commonwealth Boulevard
Tallahassee, FL 32339-3000
RECEIVED
JUL 1 5 1997
BlItlEAU OF BEACHES
& COASTAL SYSTEMS
/
RE:
Request for Additional Information (RAI) Response; File No. 11304919,
Clam Bay Restoration and Management Plan
Dear Rich,
This will acknowledge receipt of your letter of May 16, 1997 and shall constitute a response
, tQJhe same. Our response will follow your format and is numbered to correspond with the
application and your letter.
14. Attached as Exhibit "A" to this letter is a list of all adjacent property owners for the
referenced project. The applicants only connection with the adjoining upland property is by
reason of its status as a dependent special district known as the Pelican Bay Municipal Services
Taxing and Benefit Unit (PBSD). The PBSD was formed pursuant to Chapter 125, Florida
Statutes and was activated under enabling legislation passed by the Collier County
Commission in Ordinance No. 90-111 and 91-22. As such the PBSD is empowered to provide
among other things for the "maintenance of conservation or preserve areas" within Pelican
Bay. In accordance with such authority, both the PBSD and the Collier County Commission
did, at a regularly scheduled meeting, authorize this undertaking.
15. We do not disagree that a "top priority for restoring the health of the estuary should
be to minimize stormwater inputs into the system." The Plan as presented addresses this issue
in detail in Section 4.5.4. A series of stlldies are described that are designed to determine the
best methods to be employed to accomplish the agreed upon objective. In this context, it is
important to recognize that the system in place presently does not allow any more surface
water runoff to reach the estuary than existed before the development took place. Stated
ORLANOO
FORT LAUOERDALE
MIA.MI
TALLAHASSEE
TAMPA
WEST PALM BEACH
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business
218of371
Rich Bray
Page 2
July 14, 1997
differently, peak post-development runoff rates do not exceed peak pre-development run-off
rates. We believe that the present conditions of land development have modified the
watershed's natural hydrologic response to rainfall and that to some extent (presently not
quantifiable), the importation of additional water for irrigation purposes has contributed to the
problem. Daily irrigation water enhances the saturation of the developed portion of the
Pelican Bay uplands which in turn, reduces their ability to accommodate rainfall volume.
This, we believe, contributes to increases in both surface water and ground water discharge.
To what extent we do not know. The studies described in the Plan are designed to obtain this
data so that an appropriate response can be designed.
Mention is made in your letter of the services provided by the Natural Resources Conservation
Service (NRCS), the IFAS and Collier County Extension Service. We are familiar with these
programs and have a proposal from the NRCS to assist the applicant in an analysis of how best
to refine the present freshwater irrigation system. Study Number 2 under the Plan [See Section
4.5.4.2(b)] is intended to ascertain the same data that the NRCS would develop and
importantly, both would take about one year to implement and complete before actual
implementation in the field. Note additionally, that our proposed Study Number 2 makes
reference to the NRCS as a resource to be consulted and we are prepared to commit to such
consultation.
The additionalstudies-proposed under the Plan add materially to the data set and require that
a defined set of implementation protocols be developed to accomplish the objective. The
studies themselves represent an investment of approximately $250000 and as such are a
significant component of the overall Plan. What the Plan does not do and in our view cannot
do, is prejudge what the program of remediation should be. We recognize the desire for
certainty here, but would ask that you revisit that idea. It is not possible to commit to a
reduction of some percentage of imported water without knowing what you can do without
while you begin an orderly transformation of the planting palette and irrigation scheme. In
like manner, it is inappropriate to commit to expend some predetermined amount of money
on an implementation plan for this phase without knowing what it is you are going to do and
why. Under either circumstance you are likely to make a mistake.
We are familiar with the work that has been done at Collier Reserve, but must caution that it
is unrealistic to envision that this community is going to reinvent itself in that mold. Much can
be done to develop a series of protocols to be implemented over time that will materially
change the face of Pelican Bay through voluntary initiatives of a resident base committed to
doing so, but there Is no legal mechanism by which the applicant can coerce or compel such
a result. That is why this section of the Plan is phased. Unless the community can see real
progress in a number of fronts for the money they have already committed to this enterprise
and be a part of the process of rethinking how and under what circumstances and to what
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
2190f371
Rich Bray
Page 3
July 14, 1997
extent they are willing to modify their consumption patterns of fresh water, our chances for
success are compromised.
In this context, it is important to remember that this applicant as a representative of a group
of residents has volunteered to commit, along with WCI Communities, 2.5 million dollars to
restore a dying mangrove system and they do so with nothing to gain but a hoped for revival
of the ecology of Clam Bay. This Plan comes to you therefore, in a quite different format than
a typical developer sponsored application and I would urge you to continue to keep that in
mind as you evaluate this and the various other options.
Finally, reference is made to the desirability of committing to a community wide revision of
landscape practices such as those proposed by the University of Florida's "Florida Yards &
Neighborhoods Program" and a regimented lawn watering program. In its broadest sense, we
anticipate that to be one of the outcomes of the Studies proposed, but for the reasons
articulated above, now is not the appropriate time. Our own review of the Florida Yard's &
Neighborhoods Program suggest that there is much to be applauded, but some areas may
require further analysis and adaptation to the conditions of Pelican Bay. In no small measure,
our Plan for putting the Right Amount of water in the Right Place at the Right Time is the
Pelican Bay equivalent. It simply needs the study time to allow the community to adopt on
its own, what works for them. I believe they will, if given the opportunity.
Our intention has been and is to address this issue up-front and aggressively within the context
of reasonable scientific certainty. We believe that our Plan does that and would ask you to
review it again in light of this response.
16. See list attached as Exhibit "A".[Riparian land owners]
17. The required letter from the Collier County Planning Department certifying that the
proposed activity contemplated by the Plan is consistent with the Collier County
Comprehensive land Use Plan has been requested and will be transmitted under separate
cover.
18. Additional Application Fees will be submitted under separate cover.
21. A legal description of Clam Bay is attached as Exhibit "B",
24c. & 25. The "berms" (1.4' -1.8', NGVD) are dealt with in the application in Section 4.5.3
and in Sheets 26 through 34. The Plan does contemplate the breaching of the berms in
specific locations shown on Sheets 26 through 29 for the express purpose of allowing drainage
of impounded water. The precise locations cannot be shown on the scale of the Permit
Clam Bay Subcommittee June 17, 2010
Vll1-4-a New Business
220 of 371
(>"
v
Rich Bray
Page 4
July 14, 1997
Drawings referenced above and, as the Plan notes, the locations are to be field located with
input from the FDEP and Corps of Engineers.
Modifications to Interior Tidal Creeks have been proposed in all areas where they are deemed
necessary presently and where subsequent circumstances might suggest a need for further
work post implementation of other Plan COmponents. Our effort, consistent with the advice
we received in our various preapplication meetings, was to do as little as possible to alter the
system consistent with achieving improved tidal flushing within it.
Working within that framework, we proposed a phased effort in this part of the Plan. H
involved the establishment of priority sites in need of immediate attention and then a series
of follow up modifications to other sites on an as needed basis. As noted in Section 4.5.3.3
of the Plan, it is anticipated that the cuts identified for Phase Two and Phase Three of the Plan
will be required, but only minimally, if the totality of the Plan can be implemented as
proposed. The effort, therefore, is designed to be as environmentally friendly as possible at
the front of the process, measure results as we go, and adjust based upon those results. Our
belief is that tidal flow will be enhanced and in some parts of the system, it will be enhanced
without the further necessity of intrusive excavation.
Understand in this regard that these tributaries carry a very minor fraction of the tidal
exchange, are generally inaccessible and would require extensive excavation to enlarge them
to the extent that they would Significantly improve gross tidal exchange.
Turning to your comments regarding Cuts 1, 2, and 3, you have suggested limitations on the
size of the proposed excavation activity in these locations, At present, the upper bays have
a tendency to remain flooded for prolonged periods of time even after modest rainfall. An
appreciation of the extent of constriction can be obtained by noting that, although the Gulf
tidal range is slightly greater than two feet, the tidal range in the upper bays is only a few
inches.
The only practicai way of improving the drainage rate for the upper bays is to reduce the
resistance in the primary tidal creeks. Theoretically, this could be best accomplished by
straightening, widening and deepening the creeks, but such an approach is contrary to our
attempt at sound ecological planning. However, improving the drainage for the upper bays
is still a requirement for improved tidal exchange and deepening the existing creeks in
selected locations is the only viable option to accomplishing the objective.
In selecting areas for excavation, priority was given to those areas where the least dredging
would produce the greatest increase In tidal flow between Clam Pass and the upper bays. As
a result, small, unaccessible creeks that would not significantly increase north-south exchange,
Clam Bay Subcommit1ee June 17,2010
VIlI-4-a New Business
221 of 371 (N;",.
of
Rich Bray
Page 5
July 14, 1997
were not recommended for excavation. Further, where creeks branched around islands,
excavation was recommended only for the larger branches where the least dredging would
be required to improve tidal flow rates. Three areas of severe constriction were identified and
the Plan calls for excavating these areas accordingly,
Limiting the excavations to the depths referenced in your letter would obviate most of the
benefits from excavation. An appreciation of the sensitivity of depths on flow rates is better
understood using'Manning's Equation. Applying the equation, it can be seen that the flow rate
is proportional to the cross sectional area multiplied by the hydraulic radius to the 2/3 power.
Accordingly, the effects of reducing the depths of Cut 1 from three feet to two feet can best
be illustrated by considering the flow in a 15ft. wide, rectangular channel, with a given energy
slope at various depths. From the table below, it can be seen that for a one foot reduction in
depth, as the water level drops from .5 ft. NGVD to -.5 ft. NGVD, the flow rates are reduced
by 39% to 54%.
Water Surface Reduction in Reduction in Reduction in
(Ft. NGVD) CIS Area Hyd Radius Flow Rate
+0,5 29% 21% 39%
0 33% 26% 46%
-0.5 40% 33% 54%
Even in areas where the existing channel width is greater than 15 feet, the reductions are not
quite as great, but they are still severe, Moreover, the reduction in flow due to a shallower
cut cannot be compensated for by enlarging the width of the channel without removing
mangroves; a result we have avoided in this Plan and consider to be contrary to our
fundamental purpose. The results for Cuts 2 and 3 would be similar; that is reducing the depth
as suggested will materially restrict the projected flow into the upper reaches of Clam Bay and
as such compromise the fundamental integrity of the Plan.
Recent efforts to reopen Clam Pass have enjoyed only temporary success and the frequency
of pass closure appears to be increasing. The reason for this limited success is revealed in the
bathymetry between the inlet and the interior bays. Between Clam Pass and the point of
separation of flow to the North and the South, the channel is restricted by a large shoal. South
of the separation point, the channel is relatively wide but the depths are extremely shallow.
As a result, the tidal range in Outer Clam Bay, which is less than 2500 feet from the inlet, is
one haif or less than that of the Gulf tide.
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
222 of 371
Ef'~l ,r
.I
Rich Bray
Page 6
July 14, 1997
Efforts to reopen Clam Pass have been restricted to an area within 600 feet of the inlet and
have, as a result, only addressed a portion of the problem. Until the volume flow rate through
the pass is significantly increased, continued frequent closures should be expected.
Although Cuts 1, 2 and 3 will increase the flow (tidal prism) through Clam Pass, the increase
will only be in the order of 26% for the entire Clam Bay system. The reason for this limited
effect is that the flow north from the Pass accounts for only one third of the tidal prism
whereas Outer Clam Bay and the surrounding mangroves contribute the remaining two thirds.
As a result, the most effective way of realizing a meaningful increase in the tidal prism of the
pass is to establish an efficient flow channel between Clam Pass and Outer Clam Bay. The
effect of doing so when coupled with implementation of the whole Plan as proposed is to
improve the tidal prism in an amount in excess of 80%.
Restricting Cut 4A to -2ft. NGVD will not accomplish the objective of enhanced tidal
exchange with significantly reduced post development maintenance. For the Clam Bay system
in general, the interior waterways are grossly inefficient and this condition results in poor
drainage of the upper bays, reduced flows and suppressed tidal ranges. In this case the only
practical means of improving this condition is by improving the efficiency of the existing
creeks and channels. Depth is the key ro increased efficiency, particularly where, as here,
there are real and valid ecological constraints on the remedial options, Moreover, excavation
of the interior tidal creeks and the breaching of the interior berms will be of little sustained
value if the inlet remains in its presently unstable condition.
The Plan that is presented has been analyzed so as to have the least amount of impact on the
Clam Bay ecosystem consistent with achieving the goal of significantly improved tidal
exchange and enhanced Pass stability. Anything less will materially compromise those
objectives and so, we would urge you to reconsider and approve the proposed Plan
excavation protocols.
Additional comments in this section of your letter ask that we address where stormwater along
the Strand is disposed of. The drainage system in this area is divided into two sections. One
is characterized by high rise condominium development and the other is developed as single
family housing, the latter being along the "Strand." In the area where the condominiums are
built, the stormwater is detained in a series of swales lying to the west of the units, between
the units and the dune line on the beach. Water enters the swales and is pushed north to a
point of intersection with the flow way that moves around the western side of the Ritz-Carlton
Hotel and then ultimately into the Clam Bay system through a weir structure. In the area
where the single family homes are constructed, (the Strand) the water drains from the west to
the east on the roadway and enters a trench drain system which is a best management
practices water quality device designed to hold the water and allow it to percolate slowly into
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
223 of 371
Rich Bray
, Page 7
July 14, 1997
the estuary. Some portion of the street flow does exit the area directly into the estuary in small
outlets or weep holes located randomly along the eastern edge of the right-of-way, allowing
the estuary to become the first tier treatment repository for that quantity of water, but
importantly, this only occurs on occasion of extraordinary high quantities of rainfall and when
the trench drain system is at capacity.
Finally, Sheets 31-34 of the permit drawings do correspond to drawings contained on Sheets
29 -30 that precede them. Those Sheets locate the proposed Interior Tidal Creek excavation
and the following Sheets 31-34 provide the relevant cross-sections for the same.
26. An aerial map in scale 1" - 200' is transmitted under separate cover.
28a Attached to this submittal as Exhibit "c" are the core boring logs for the areas to be
excavated and particle size analysis.
28b. See answer to number 28a. above.
30. The Sea Turtle is the only species presently known to be potentially impacted by this
undertaking is the Sea Turtle, however, the implementation protocols contained in the Plan
are designed to avoid any conflicts with the same. No work will be undertaken in any section
of the estuary at a time where a conflict could occur. We further understand that this Plan is
subject to further comment by the Bureau of Protected Species Management and that their
comments have not yet been developed. We would urge that their comments be made
available at the earliest possible time.
31. A variety of wildlife surveys have been undertaken over portions of the Clam Bay
estuary over a protracted period of time. We have reviewed and relied on a number of reports
reports undertaken by others in developing this Plan together with the field observations by
members of the consultant team and members of the Collier County DNRP staff. Foremost
among the reports was the study by Turrell & Associates, Inc. Entitled Clam Pass Inlet
Management Plan, Interim Report No.1, dated July '1995. While that report was focused on
the area immediately around Clam Pass, field observations confirm its general applicability
to the estuary as a whole. We recognize that the Plan will have to be commented upon by
both the Florida Game and Fresh Water Fish Commission and the u.S. Fish and Wildlife
Service. As with the Bureau of Protected Species referenced above, we would urge that their
comments be undertaken and made available at the earliest possible time.
33a. The effect of the proposed culvert modification on the hydrodynamic analysis of the
system has been considered in the recommended Plan. Before discussing the proposed
Clam Bay Subcommittee June 17, 2010
VIII~4-a New Business
224 of 371
[~~y
Rich Bray
Page 8
July 14, 1997
modification, a review of existing conditions which give rise to the recommendation would
seem helpful.
Analysis of culvert flow was based on field measurements taken on June 3 and 7, 1996. Water
level measurements were made on both sides of the culverts using extremely precise point
gages. Currents near the centers of the culverts were also measured using a portable current
meter. Because the physical characteristics of the culverts are known (three 24 inch diameter
concrete culverts 70 feet in length), the resistance of the culverts can, by utilizing the Darcy-
Weisbauch formula, be determined. Applying the same, the friction factor is 0.035.
The current readings showed that the slack water (no current) at the culverts occurred
approximately 60 minutes (65 minutes high and 55 minutes low) after slack water in the gulf
of Mexico. These readings indicate that the duration of ebb flow (southern) in the culverts is
slightly longer than the flood duration. This finding is consistent with a setup (0.1 ft.) In Outer
Clam Bay. The difference in durations however is quite small.
The maximum recorded currents were approximately five feet per second and the peak flood
currents, adjusted for head differences, were approximately equivalent to the peak ebb
currents. Because the flow in the culverts is approximately sinusoidal, these two sets of
readings indicate that the volume of flood flow is approximately equal to the volume of ebb
flow. This is significant because it indicates that essentially the same volume of water is
-passed back and forth between Venetian Bay and Outer Clam Bay and that at present, the
culverts do not contribute to any significant additional exchange between the water in the
bays and the Gulf of Mexico.
By integrating the culvert flows over half a tidal cycle, it was determined that during an
average tide, the tidal discharge was approximately 16.1 acre feet in June of 1996. Note
however, that these June measurements were taken approximately two months after Clam Pass
was reopened; a time when the tidal range in Outer Clam Bay was approximately 50% of the
c:;ulf tide range. By February 1997, the pass had constricted to the extent that the Outer Clam
'Bay tide was reduced to approximately 35% of the Gulf range. This reduction in range,
however, produces an increase in the volume flow rate through the culverts because the head
differences (difference in water levels across the culverts) were increased. Based on analysis
of the culvert characteristics, the mean February 1997 tidal discharge volume for the culverts
was calculated to be approximately 19.3 acre feet. During the same period, the mean tidal
prism for Outer Clam Bay was reduced from approximately 70 acre feet to approximately 44
acre feet. As a result, between June 1996 and February 1997, the culvert flow contributed
between 23% and 43% of the tidal exchange volume for Outer Clam Bay, These percentages
are dependent on the conditions of Clam Pass, but are surprisingly large when it is realized
that the total cross sectional area of the culverts is less than 10 square feet.
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
225 of 371
&'1'
Rich Bray
Page 9
July 14, 1997
To understand how the flow in the culverts will be affected by the proposed Plan, it should
be noted that the present flow magnitude in the culverts is governed by the difference in water
surface elevations between Venetian Bay and Clam Bay. In Venetian Bay, the tidal amplitude
is within a few percent (Doctor's Pass Inlet Management Plan) of the Gulf range and flow
through Doctor's Pass dominates all other sources of inflow. In Outer Clam Bay however, the
tide responds both to inflow from Clam Pass and the culverts. Of these two sources, Clam
Pass is the more dominant but the effects of culvert flow are not insignificant.
Clearly, improving the flow channel between Clam Pass and Outer Clam Bay will increase the
tidal range in Outer Clam Bay and in doing so reduce the flow in the culverts. The culvert
flow rate is proportional to the square root of the head difference and our present calculations
suggest that the resulting reduction in flow will be in the order of 40% to 50%.
Installation of flow control valves on the culverts will prevent flow in one direction and
impose the least resistance to flow in the opposite direction. Pinch type flow control valves
were selected because they afford the lowest resistance to flow in the preferred direction,
allow the least flow back, have the lowest tendency to clog and require minimal maintenance.
The valves, however, are not resistance free. While friction losses due to the pinch valves
occur, they are not significant. More important is the result obtained by restricting flow to
only one direction as is contemplated by the Plan.
The flow control valves are designed to accomplish two objectives. First, during the ebb tide,
"the valves will prevent back flow from Outer Clam Bay to Venetian Bay, thereby increasing
the discharge through Clam Pass and by doing so contributing to pass maintenance and pass
stability. Second, by allowing flow in only one direction, a convection circulation cell will
be created in the bays between Doctors Pass and Clam Pass. At present, since the culvert flow
is oscillatory, the net transport, when averaged over a full tidal cycle, is extremely small. With
the flow control valves, however, each tide will pump a given volume of water from Venetian
Bay to Outer Clam Bay. The result of this transfer is cumulative and the effect will be to
displace, on an approximately monthly basis, a volume of water that is equivalent to the
storage volume of Outer Clam Bay.
Importantly, the culverts and the operational protocols provided for the same in the Plan are
part of an integrated effort to restore tidal exchange to the Clam Bay system. It is the
integration of the various initiatives that will produce the desired result and we would urge
the agencies to review the Plan in that context.
Per your direction the tide recordings are enclosed on the attached computer disc and the
accompanying letter of David Tackney marked Exhibit "D". Additionally and per your request
Clam Bay Subcommittee June 17, 2010
Vllt-4-a New Business
226 of 371
Rich Bray
Page 10
July 14, 1997
the Gee & Jenson Report is attached as Exhibit "E ". Both documents are referred to on pages
48 and 49 of the Plan.
33b. Soil boring data is attached as Exhibit "C". Please note that it was not our intent to
dispose of beach quality spoil in any other location than on the beach as required by the
referenced citations in your letter. To the extent that the Plan is unclear about that, we did not
intend that result. We will comply. Spoil Area IV is the targeted beach disposal site for
material that meets the regulatory test for beach disposal with all other material being disposed
of at the other identified locations. At your direction, we are investigating the feasibility of
pumping non beach quality spoil into the Gulf and comment on our preliminary findings
below. Additionally, we are investigating the feasibility of creating littoral shelves with
excavated spoil as another alternative method of disposition.
33d. The spoil from Cuts 1,2, and 3 cannot be hauled to an offsite upland disposal site.
The quantity of spoil is relatively small and the logistical difficulties in removal and hauling
would be more disruptive to the ecosystem. However, your suggestion that we investigate
alternatives to on-site spraying of spoil here has led us to conclude, after continued
investigation, that spoil from these three locations should be disposed of in upland areas on
the eastern side of the dune line. As of this writing, precise locations have not been identified
as the investigation is ongoing.
--The spoil sites selected to take the Cut 4 spoil are in order of priority first to the beach to the
extent permitted (Shoal IV) and then to the Shoals I, II and III in that order. Given what we
presently believe the characteristics of the spoil to be, it is anticipated that an increased
amount of the available spoil will qualify for beach disposition. However, that will not be
sufficient to take all that is required in order to achieve the level of excavation required to
maximize the potential for improved tidal exchange and inlet stability. Several thousands of
yards of non-beach quality spoil must be dealt with in the Plan. As noted under 33b above,
we are investigating other alternatives as suggested in our meeting, but notwithstanding such
review, want to urge your continued,consideration of the spoil islands as described in the
Plan.
We acknowledge the validity of your statement that the creation of uplands islands within
wetlands is not what the "Department generally authorizes", but trust that the constraint can
be examined in context of the real options that are available and the real opportunities for
ecological enhancement through the creation of uplands areas within the system.
We do not believe it is correct to state that the proposed uplands islands are "not congruous"
with the Clam Bay estuary system. Uplands exist presently along the dune line of the system,
supporting a type of dune vegetation typical along the SW Florida coast. It is however,
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
227 of 371
Rich Bray
Page 11
July 14, 1997
relatively homogeneous in species composition and does not support or include many of the
vascular plant species associated with uplands within mangrove-dominated areas. The plant
biodiversity is thus restricted to xerophytic dune plants (i,e, plants that tolerate dry, elevated,
and well drained sand.
Importantly, plant biodiversity is much improved when the only other significant upland,
identified as Shoal I, is included in the assessment. This particular area was selected because
as an upland it is significantly degraded resulting from visitor foot traffic and the presence of
exotic trees (Austral ian Pine). The area identified as Shoal II, a closely contiguous abandoned
tide channel was also selected as a spoil disposal site. Both areas provide unique
opportunities to contribute to not only the biodivirsity of the Clam Bay ecosystem, but to also
allow the economic feasibiiity of the project to be preserved.
Within SW Florida, there are numerous exampies of uplands within wetlands and within
mangrove dominated estuarine areas. These include shell middens (e.g. around Pumpkin Bay
in the 10000 Islands) and sediments blown inland and consolidated during severe storm
events. In a geomorphic sense, such upland patches are a natural part of the environment of
the mangroves of SW Florida. From a biodiversity perspective they support a relatively large
variety of native tree species, including palms, hardwoods, the common seagrape and an
assortment of vines and grasses, The most notable aspect of these upland islands is that they
support fauna not present in mangrove wetlands, incl uding a variety of snakes, lizards,
'amphibians, small song birds and a relatively unique assortment of insects which serve as prey
items for the larger animals (Snedaker pers. com. 1997).
The existing uplands systems within Clam Bay are not as productive as they might otherwise
be in providing the habitat diversification desired, but importantly, the location of the
proposed upland islands insures the degree of isolation necessary to allow for enhanced
ecological productivity, including bird utilization by providing additional foraging and nesting
opportunities. The agencies have, particularly where upland buffers are involved, even
appl ied comparable mitigation ratios for loss of uplands in selected circumstances; an
acknowledgment that they have an important and complimentary role to play in the ecology
of wetlands.
It is a paradigm in ecology that ecosystem richness and stability is associated with a high
diversity of flora and fauna, and that this is frequently expressed as a diversity, or
interdependent mosaic of habitats (e.g. mangroves, tidal flats, estuarine gradients, mesophytic
uplands, xeraphytic dunes, etc.) To conclude that such additional diversification to the Clam
Bay ecosystem is counter productive to the overall integrity of the same is' flawed and fails to
properly consider that the dynamic nature of the Florida coastline which is always changing,
assuming new and different land form configurations and associated vegetation. What the
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
2280f371 f"",\_
,0
Rich Bray
Page 12
July 14, 1997
coastline is not, is static. What the Plan does is try to address two compatible and yet
conflicting dynamics. In the effort to develop a restoration plan that will facilitate the
redeployment of mangroves and the stabilization of that regime, it is necessary to improve the
tidal exchange dynamics of the estuary. To accomplish that objective it is necessary to
excavate a measure of spoil and to discharge it somewhere. The alternatives to onsite disposal
are nonexistent except as noted earlier, and so the Plan recognizes the need for disposition
not as a burden, but as an opportunity; an opportunity to capture some of the dynamic
diversity that has characterized and shaped the SW Florida coastline.
Further, it is important to consider the magnitude of the uplands as a percentage of the whole.
If all of the spoil sites were used to the fullest extent contemplated under the Plan, it would
represent only .009% of the total land mass of the estuary; a de minimis impact at best.
While we continue to explore the two options described earlier, neither is emerging as
distinctly preferable either from an ecological perspective or from an economic perspective.
The pumping alternative will cost in the range of 35% to 50% more to implement and gives
rise to additional issues involving off shore dumping. The creation of littoral shelves in Outer
Clam Bay is also more costly and potentially more damaging to the adjacent ecology because
of the problems associated with turbidity control during construction, a planting requirement
that will compel long-term maintenance and oversight, and the engineering complexity of
stabilizing the shelf platform underwater in an enhanced tidal regime. We are continuing to
Hexplore these ideas, but as noted above, want you to continue the evaluation of the Plan as
proposed.
Water quality data has been taken for a number of years within Clam Bay by the PBSD,
Collier County and other organizations such as Save the Bays. Attached as Exhibit "F " is the
most recent report of Collier County analyzing the same. Wilson, Miller has been retained
to provide an additional report as well and as soon as it has been completed, it will be
provided. In this context it is important to note two matters. First, a review of the discussion
under 33a above highlights what must be seen as significant opportunity for water quality
improvement at the ends of what are presently two discreet, but interrelated systems. By
eliminating the oscillating water characteristics of the system, you provide for Gulf waters to
be constantly flushed through not only Venetian Bay, but also Clam Bay. This, we conclude,
is an improvement, but even if it were later found to be problematical, the Plan contemplates
a return to a pre-control valve operational protocol if required.
Second, the volume of water flowing through the Seagate culverts will not increase. No
change is being made in the culvert size and as such no increase in volume can be
accomplished. [See discussion under 33a above]. An ancillary inquiry is whether the
improved tidal flushing which will result in higher high tides and lower low tides might have
Clam Bay Subcommittee June 17, 2010
Vlll-4-a New Business
229 of 371
{"""
J
Rich Bray
Page 13
July 14, 1997
an adverse effect on seagrasses. The answer is no. The magnitude of the tidal range difference
is not so large that it will provide significantly deeper water at high tide and the low tide
amplitude will not result in enhanced exposure of the seagrasses to the sun. The enhanced
flushing is expected to improve the water clarity resulting in additional seagrass colonization
in the deeper water.
The removal of dead trees is not based on any optimal percentage, but upon the cumulative
experience of Drs. Hillestad and Snedaker. It is anticipated that trees to remain standing
would be selected based on condition, size and location; the effort being to identify and
preserve those that are strongest and likely to remain for some period into the future, are of
varying sizes in order to diversify the available perches within the system and to make sure
they are located through out the system. In this context, it is appropriate to consider this
undertaking as a part of the whole and as an isolated exercise. Standing alone, its impact is
more aesthetic than substantive, but when considered as an integral part of an overall Plan,
as here, the impact is biologically positive and will accelerate the repopulation of mangroves
into the distressed areas.
We trust this is responsive to your inquiry and look forward to continuing a dialogue to move
this matter forward. In doing so, I want to reemphasize the uniqueness of this undertaking;
highlight once more the nature of the effort here and particularly the source of the revenue.
Our collective ability to succeed will in no small measure be directly attributable to our ability
'to maintain the enthusiasm of the Pelican Bay residents for this outcome. Patience is hard to
manage when you are not used to the process and when your only reward is doing the right
thing. For the present, enthusiasm persists, but it is not inexhaustible and so we look forward
to moving this matter forward In the next weeks ahead.
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
230 of 371
Rich Bray
Page 13
July 14, 1997
an adverse effect on seagrasses. The answer is no. The magnitude of the tidal range difference
is not so large that it will provide significantly deeper water at high tide and the low tide
amplitude will not result in enhanced exposure of the seagrasses to the sun. The enhanced
flushing, is expected to improve the water clarity resulting in additional seagrass colonization
in the deeper water.
The removal of dead trees is not based on any optimal percentage, but upon the cumulative
experience of Drs. Hillestad and Snedaker. It is anticipated that trees to remain standing
would be selected based on condition, size and location; the effort being to identify and
preserve those that are strongest and likely to remain for some period into the future, are of
varying sizes in order to diversify the available perches within the system and to make sure
they are located through out the system. In this context, it is appropriate to consider this
undertaking as a part of the whole and as an isolated exercise. Standing alone, its impact is
more aesthetic than substantive, but when considered as an integral part of an overail Plan,
as here, the impact is biologically positive and will accelerate the repopulation of mangroves
into the distressed areas.
We trust this is responsive to your inquiry and look forward to continuing a dialogue to move
this matter forward. In doing so, I want to reemphasize the uniqueness of this undertaking;
highlight once more the nature of the effort here and particularly the source of the revenue.
Our collective ability to succeed will in no small measure be directly attributable to our ability
to maintain the enthusiasm of the Pelican Bay residenis for this outcome. Patience is hard to
manage when you are not used to the process and when your only reward is doing the right
thing. For the present, enthusiasm persists, but it is not inexhaustible and so we look forward
to moving this matter forward in the next weeks ahead.
Rich Bray
Page 14
July 14, 1997
cc: Pelican Bay Services Division Board
jimWard
Susan Watts
Ilene Barnett, FDEP-South Florida Office
John Ingiehart, FDEP-South Florida Office
Ann Lazaar, FDEP-South Florida Office Project Manager
Mac Hatcher, Collier County DNRP
Bill Lorenze, Collier County DNRP
Chip Clough, USACOE
Jon Staiger, City of Naples Natural Resources Manager
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
231of371
RECEIVED
JUL15 1997
"AU OF BEACHES
'" CUJlSTAL SYSTEMS
Clam Bay Subcommittee June 17, 2010
Vllj~4-a New Business
232 of 371
EXHIBITS TO RAI LETTER DATED MAY 16, 1997
A. LIST OF ADJACENT PROPERTY OWNERS
B. LEGAL DESCRIPTION OF CLAM BAY
C. CORE BORING LOGS FOR SOIL ANALYSIS
D. TIDE RECORDINGS COMPUTER DISC
E. HYDROGRAPHIC STUDY CLAM BAY SYSTEM COLLIER COUNT, FLORIDA;
FEBRUARY 1978, PREPARED BY GEE & JENSON ENGINEERS
F. WATER QUALITY SECTION OF COLLIER COUNTY NRPA REPORT AUGUST
1997
MATTERS TO BE DELIVERED UNDER SEPARATE COVER AR.E AS FOLLOWS:
n 1. AERIAL PHOTOGRAPH; SCALE 1 H _ 200'
2. LETTER FROM COLLIER COUNTY RE: MANAGEMENT PLAN IS
CONSISTENT WITH COLLIER COUNTY COMPREHENSIVE LAND PLAN
RECEIVED,
JUL 15 1997 '
BUREAU OF BEACHES
& COASTAL SYSTEMS
'.
RECEIVED
JUL 15 1997
BUREAU OF BEACHES
& COASTAL SYSTEMS
lCGAl Of5'
Clam Bay Subcommittee June 17,
VIlI-4-a New BUSiness
233 ~ 371
2010
PAlIcn 1
.'1
All ''''', p.rt 01 hc'lon. · , ,. TO~n.hlp II Sooth. ~.'nc. IS E"". Colli" C""1.
'lorld.. I"n. So.,,, 0' CI,. P'''_ W"It 0' 0.,,, Ch. "1 'nd t.I" " 'h. ColC 0'
k,exlco; Mu" IU,h. \luer Elnlel",,, 1.1 (Ott.
A tuct 0' hnd loCi'" 10 So.tlon. 3Z 'nd l', TO......hlp 41 'ooth, llanl' IS too,.
'nd In ,..tlca. " 5. · .04 " TO......hlp ., S..th. llan.. I' tUt, Colll.. Co..." rlorld.,
· portion 0' ..I. tr.c, Mlnl in P're 01 P....1o "D" .n, oJ" ., PELICAlI IoIY UlIIT OIIE.
0<coI4In. to ,"" pl., 'bar.." r...r... 10 Pia, look 1%, P'I" " 'hro.,k '%, 0' 'bo
P.bll. "cord. 01 '01' Colll.r CooO'" ..14 'r... bolnl d"crlb.. .. 1.1,...,
Co..encI .ac the South.',t COrDer of tbe Southw..t ~.,u.rt.r
(SV lcl .t ..14 S'ctloo t, To....bi#..' ...,~, ...... U Iu.:
.heac. Jov.b "'30"'" Yo.. "oAf .ho ...,~ I1n. ot "14 S..'100 , lor
1.76,30 to., .. .ho PotA, of "'lMtA, .t 'bo bord. '..crlbed .....
of ""1
Said land .1t~.c.. 1,1n; 'nd btinl In Colll.r Co~ntll Tlorld..
PAICEL U
tbeDe' JIonb 00'2"01" VUt. · llLaC.Gc, of 50.00 teee;
thenee Iorth "')0'$," tan, a dbc.acI 01 101,61 t..c;
thene. Mortb 06..2'4'" E.., for 37," f.tt:
th.nc. JIoZ'tb ~.3I131. I... tor 13.~, t.eej
theDe. JIortb ~'11'31" vue: tor 71.31 ten:
tbuu Sou~b 7l'U'Zl" "'.. tor 11.14 htc;
..
thlACI Iortb '0.3" ),,, Eo.. tor 31.11 '''e:
tblne. JIorcb 51.'5'41" I!u, for 2J.~ to",
thence ~rch 13-36'51" Eo.. for II." too.:
thene. lartb .2-05'40" laiC lor 16.65 f.lt;
'Ilene. IIorrb 20'19'47" E.., tor 54.'1 to.. '0 'bo V....rI7 1J.. ot
"14 P...., "11";
'bone. c..tlou. Ilortb 10'U'U" Eo.. ror 11.61 to.. '0 "Id V"'orJ,
ItA. of P"<o1 "11";
theace CODtlaul Iorth 20.2"47. talC tor 3.01 I"CI
'h.... Sootb 6I'~' %4" Eo.. 10. 1.72 r... '0 ..14 V....rI1 110. or
'areal "D";
tbeaet cOQttnut Soutb 6"~124. lI.e tor 1'.15 te.t;
'h.... Ilortb 'O'U'U" "'.. ror 72." to.. to 'h. W....r1, 21... Dr
tbe PeUc.. "7 raprov...nt D1.tr:lct lera l.tCJIt ot Ii,,;
,b.... llorrb IS'O",," "''', .Ion, ..14 Ii,b, ot V"lio., for n.16
tue to add V.lter1, 11at ot Parcel 'to..,
thenee CODtlnue HorCh 1$'09'1'- Z.ae tor ".1' tOlt to the point ot
Cyrv.ture of · etreuhr curve conc.v. to tbe Wue: hav1na I t-.l1u. of
26.00 rue:;
tbenco HonhiU.ttrl, .1on~ the Ire 01 ..tel e",f"VO throu:h I contral
an:1e of 20'.0'10" Cor '.31 (ete to n14 1I0tterly Unt oC 'ucd "D"'
101 U
EXHIBIT 'A'
o
::c
CD
o
o
;:0:
~(
c>,
/Ti <
I
,~!,
~
"
~i'
Clam Bay Subcommittee June 17, 2010
.... v .., oJ ~1-4-a New Business V U I 0 ;) J
OR OW" ~f 371 PAGE
thenco cont1nUl! Honherly .nd Horth~". ~.r11 .]on* the .r, ot "1~
curve tl1fo.."h a CtIlnLnl ~n;1e or 10.00'30" Cor '.S4 (o..! to t1M: polnt
o( tiln,enC)'j
'hene. Non" 1$')1'21" W." Cor 26S.11 r.., '0 'h. poln, or ""."U
of a e1rcul.r curv. conc~v. to tho S~~th~'ti
thone. N'orthvcuerly .lonl the ne of .aid C...rvc h.lv1nl !or h.
.loatnt. · radtu. ot 26.00 C..t 'nd . Ctntr.l .nll. of 2J'SO'S3" lor
10.12 toot to the polnt of t.nc.ne,;
'''.nct North )t'2I'!;" W.., r.r )62.46 to.. '0 'h. 1ntor".tlo. v1.~
..14 WUttr17 lin. ot Pucel "DOl,
thence continue North )"22114~ ~..t for 14." t.et to tha potat ot
curvat~r' or · circular c~rv. conetve t. the North..'CI
.he... IIonhv".orf7 '1\4 lID..hor17 01... 'ho oro of uU .nv. hov1o,
f.r 1,. .1....,. · r.d1.. of ~.OO foo. lAd . ....r.1 '.&1. of 40''''12"
for ".53 f... co 'h. POIa. ot '''''_'1
thnca ilardi 01-14101- Cue to~ 104.2' tHt to "14 Weeter17 1iDe .,
Por.o1 "11"1
thenc. COftttnu. Wortb Ol-14'0I~ taee for .91.41 to.t to the POlDt of
curvature ot I clrcular curv. cOGcav. to the Soutb...r haY1QI . r.41uI
of '4.00 to..;
,
.1>0... IIonh''',.rly .10., 'ho Irc of "14 c.",. 'hro.'h . ..n.n1
"&1. of 20'30'U" for 30,06 t... to ..U 1I"'.r17 11:0. of r...d "I)';
tl>o... '..'10... IIor.hc....r17 '1011, tI>o arc of hId .u"'. .1Ir..p .
eeatr.l anll. 0' 01'."36M lor 11.43 teet to --14 Weat.rl, 110, of
l.lre.l "D".
th.... ....100. NoT.h.....r17 .100' ,be .r. of "1d tv"'. .brOV'h .
".;ro1 ..,10 of 10'16' 35" for U,06 foot '0 'ho POIa. of ........71
tI>ood. IIor.h 3"4I'Jt" to.. for 132.6' t... '0 'ho potnt .f curY.....
of I dreubr curv. concave to U. .l"'t.hvNt;
theoc:. IIoftho..tor17 olo", tho or. ot hid ...... hovla,-to. I.. .1-.u
· rl41u. ot 2'.00 leet ID4 . CODtra1 tD&la ot 15-06'2'. for 11.3'
tate to tbe P'OiAt 0' t.D,eQClI \
theDe. ~rth 14'42112~ laac tor 175." t.lt to '114 We.tarly liD.
of 'ued MD.;
theae. conr1aue North 1.-42112- lilt tor ".31 t..tl
.b.... IIor.b 01'4"4'" II... for 55,12 f.., '0 ..14 1I.".r17 1100 of
'nUl ~~;
than.. ....Ic... IIor'b 01'41'4'" II... for 243.14 to.t to the POIa, of
curvature of · ehcultr CU"" coa.cn. te tIM: Sout_IlI
tb.... lID..ho.11 '... lIor.hv.ltar17 01.., 'ho arc of ..14 "'rY. ,horta,
tor I.. .1...... · r.dluo of 2'.00 foe. .nd . ..n'ra1 "&1' of 24 3' U"
for 11.1' Ce., to the potQc of taDltaCfl
....... IIor.. 16'21'12" 1100' for 161.51 to.. .0 'ho POla. of CU"'It...
of.1 circular curve conCI'Yo to the ."ha.c;
.bono. IIor.hv....rly ..4 Northor17 .100,.ho .r. of ..I' .urr. hlv1.a
tor it. .1...ac. I r.dlul of 84.00 t..t and . Central ancl. at
25'S7'36- tor 31.06 t.tC to tht PG!Dc .f t'Qlenc~;
theac. lion. OO'lO' 36" Iloac t04 417.3$ r..t;
thence North 0..3"17M Welt lot "1.%0 fete.
thonce Horth 17'07 '04" Wcat tot' 3S0.61 teet to the point or curvature
ot a c1rcuhr eul"YO COnc.v. to tb. tile.
2 of 14
EXliJ81T 'A'
~
Clam Bay Subcommittee June 17. 2010
U U U ~ ~1P..a New Business 0 0 I 0 5 Z
ORB0235~f371 PAGE
thence Honh'loll:ltcrly, Ho.nhcrly ~I'ld NorthCUltrly .lon; the UC o(
..ld cunoc: h.1vlnQ (or h. ul.:.~nt. . tadl..., o( a:4.00 r('~t '/'Id . ccntnl
an&l. or 36.2~120" Cor 53.37 rl:~c ~o the foint of t~"CI:11C';
thvnc. North U.l"lG" Ent Cor 477.'. (,et to u1d West.rly Unt of
'.rctl lfgll.
th.n~. contlnu. N9rth 19-17'1'" LI.t Cor 31.07 r.et to '.Jd VI.torly
Un. of '-rcd "D"j th.nce conth",. North 19.17'16" EIi.e lor 3.$1.
f..t to che Point of Cy~.tut. of . circular c~rv. cone.v, to the
No rt hw~.. t i
thene. Morehtl.t.tly 'nd Horch.rly .100' the .tc of '.1d curv. b.v1nl
tor iu .h..UL. . ndha. oC 26.00 tue and . c.ncnl ..nal. of
23-.3.4'" tor 10.1' c.tt to the P01ac of t.a,.ne,.
theoc. Marth 04.26' 30'" Wuc tor 60.37 tHt to &aU V,nuI,. 11M
of '.rctll "D"'.
tbt.oc. ocoac1nue Wortb 04.26')0" v..c tor 172.'2 t..c,
tbeDC. Rortb 89-00'QO" lI.t r~r '.42 taac to the W..terl, ltD. of
..14 'a reel "J"J
t~nc. CQQtinu. North '9.00'00~ tilt for :0.42 '.et;
thence Horf~ 1'.12134" !aat d.p<<rt1Qa froe ..1d W..terl) ~Ibt of.
V., 11D. of '.l~~.Q "7 Iaprov.-.ct Dt.tt1cc "ra, tor 66.11 f.et;
thene. Horth 06-21'14" ".t for 52.20 feet;
tbeQcI ~rtb 24.03'11" We.t tOt 42.20 f..c,
tMM. North 22.5",),,, VUt for 'so.22 'MC:
C~. JOrtb 2'.~'14" V..t for 17.12 f.lt;
thence Mortb 3~.2'tLl" W.lt for SO." f..t:
theatl Horth 01.26'04w talt for 20.12 t..t;
th4n~. ~rth 17.32'15" V..t for 36.01 t.lt;
tbeacI ROrtb 00.18'41" !alt tor 11.03 flit:
th.ac. Nortb LJ.l"l'~ v..t for ~.27 fele Co, potDt oa thl Mortb
1i1l. of ..U "'<10. , .nd tho $outb l11la .f .dd Sact10. ., ..1d
poillt ho1ll& s."tb ""Z7'sa" II... . d1...... of. 1211.74 to.. fr... tho
Hon.....ac COrDII' of the IIortbv..t O11'-qu.efter (HW ~ of ...teI SecUoo 'i
ebeaee COot1oue Meetb 13.1"1'- v,.t for '.03 f..c;
tbeace ~rtb 11.06'21" Ve.t lor ".OS t.ac,
theac. JIort!li 11.02'$)" Van ro, )3.01 teet;
th.nee Mbrth 64.07'4$~ Wt.c lor 22..3 feet;
thenee RorCb ".22'44" Weat tor 23.71 f..e;
theoe. IOrtb 3,.~r2a~ Weat for 41.21 '.et to. p01ftt OD the North
lin. of ..14 'Ireal "J.,
thence NOrth Ol.OO'OO~ W.at for 22.00 f.et;
thence ~rtb 6&.26IJ9~ !.I.t tor '1.16 leet;
thene. )torCh ".0"10" E4.t lor 30.00 ten;
3 of 14
EXlflDlT "A'
Clam Bay Subcommittee June 17, 2010
o G 0 9 6 &/1I1-4,a New Business 0 0 I a 5 3
236 of 371
OR BOOK ' PAGE
thencO' North U.U'U" W~"t rfH ".34 (f:l,lC to che U(.'lterly ~11ht of w.,
Unl: of chi 'f!l1C~ll JL:ly l_,II'Uv,-,.,nt tlhtricc DrHMlt ~'~~nt .and
Welterly I.r. aJCht o( W.Y llno;
thence Murth 66.)0'00" 'oint .lone uid We-Itor1, Riehl 01 ..,."" ltn. {gC
U}.OO evetl
thene!: Noeth 21.5)'01" Weu. (or SU.U teet to. POint of curntlJU
of I c1re...hr C\lrvt COnc.ve to the Harthe..t:;
t~nc:. Hortb.....ttulJ' alOftl eM Ire or .del curve h.av1nl tor 1U
elA4lnu · udh. of '..00 het an4 .. clntral anile ot U.J41'21" tor
24.)0 f.., to a po1Dt of tlnj1ncy;
tbeftCI Horth 0'.1"40" W.,t for 142.0) f.lt to. P01Dt of Cyrvlturl
of . ctrcul.t.r curve CO~.v. co ebe Southuec;
'.
tkDce Kortb\,..ter1,. Mott'bcrlJ ID4 Jlbnb"'Clr17 .10DI eM nc of
...14 eune bav1aa tor lea .l-..au I r"'1u.a 01 ....00 r.,e aM I e.atral
-aJ- .ot 51.2)'4). tor 75.>> tMe t. . "bc .f taD'IaCT;
.tb~. JIIorcb ...05'0)" tlte for )1).16 hat to A POUt .t "nAture of
A circular curv, COGc.Iv-e to th4 Iort.1tve.acl
tbeAca Marthe..terl, 11001 lb. Arc of ..1. c~rv. baYle, tor le.
el~e. I r.41Y. .f 26.00 lite ADd. c..tr.l IDal. of 3'.OS'13-
for 16.38 t..e to . ,.1At of t.na~J;
thuce Io"b 09-5"40-' !.alt. tor 276.13 tHe t. A potat .f cunlCuu
of A circular CUl"fa ueclve co the Vue;
Quca JIOrth'.nnlr, Mrilrtherl)' and ~rt.bve.tu17 dOGI the Uc of
..I. curva havtDl tor 1t. al~t. I rad1ua of Z6.00 fl.c ~ . CIDtr&!
aacla 01 4'.14'~'- lor 11." t..t to . pot.e .f taoltAC7i
tbcoc. Ioreb )1-14"'" V.,t for 236.10 flat to . P01Dt of CUrylCur,
01 . circular CUrti COQCIVI to the .rth,.an;
t!lt:QC:I JIorthw..tld)' Iloal ...14 C'Un, b.vt.q for 1u d.....lIi .
,.41.. ot 14.00 tHe aIM I CIDtr'al aa&1. .1 10.JZ'U- tor U.4' talC
to . polDt ot tIDI__7I .
thhc' Wonh 27.42'"". Vue for 3tO.38 tMe tOl.. pobt of CUrYaevn
01 . elrcular c~. COQcava to tke ID~.C;
theDe' JrlQnh....uur17 .1OQI the IrC' of '114 cun, heVia, lor Ie.
11e.eat. A rld1U1 of '4.00 teee .Dd I c..rral 10.1. of 11."'31- tor
21.36 h.c CO . ,.bt of tane_Deli
tbcDc. Wort~ 09-02'%1- ve.r for 1'2.37 te.t to a poine ot CUr.Acur.
of . elrcu.lar curve cooc..... to the Soutbwut,
tlMM, IIortM.tad}' 11001 eba .rc of ..U curv. h.avu. tor Ita
a1.....U a uctlu. of 26.00 f..t ADd . cutnl &D.l. of 2"-06',,- tor
10." f..t CO 0 ",at of cO"loaql
thence Mor~_ )l.~'~" Wa.t tor 182.37 f.lt to . polat of eurwatvra
ot a elrcv]ar curva CODe... i. th4 Iort~.t;
tbUc. Wortbw-e1ter17 a10al tM arC ., NU cun. hayb:C fot h. .t....Ge.
I rl.1~ 01 '''.00 ,..t aad . clntral ...1. of 1,'3"31. fOf 27.l6 feee
to .1 poiDt of Uaa1QC1:
cheac'. North 1".2"27- VI.t lor 612.'2 'lee to a point of CUrY.turl of
· circular curv, COn,cAV. to eN Ellt:
thenet JIonhw'uurlJ'. Wonher17 ... JIonbC.uterh .lon, tM are of ...14
CUrvl !a.v1al tor it. Ilc-'ftt. A f..1D. .f '4.00 te.t aDd . c..tral
IDCl. of 32.30'40. tor 47.66 1.lt to 1 101At .t tanccnc1;
4 of U
EXHIBIT """
ehence Norch U'Ol'U" E4fL rQr .70.11 hu to . poine oC ClolfVOCl,tra
01 a c1rcul.r ('t,jrve c:on,,~v. to, tile Nonhlolc.C,
Clam Bay Subcommittee June 17, 2010
U U (l;OI.ij,iNew Business 0 0 I 85 II
,37 Qf 371
OR, }I~ PAGE
chene. Horthc~.t.rll .1onG the .rc Qf c.1d Curve h~vinc tor It.
.h~M" rldhu Qt 2t..oo fl:tt ..nd a C..RH.l .nCle ot U'H'lO"
tor 1.22 C.et to . point of t~n,.nc7,
thence lion" 02'06'031' tilt tor 316.95 feu to . poh:: of curvatur,
o( . circul.r curv. Conc.v, to the SOuthwe.t;
thenel Northlrly .nd Nortbwe.tlrly alan, the arc ot ,.id Ct,irVe h.vin.
tor It. .1e.,nc. . ,.diu. of 26.00 r.at .nd . central an,l, ot 11'.2'11"
for '.03 r.,t to I po1nt ot t.nllnc,.
tbenec -.onh 15'36'14" 'JUt for 1'1.14 t..t to . poine. or Curv'hu 0'
· c1rcul.r C~tv. conelVa to t~ Ea.t;
t~. Horthwe.tltly. Mortbtr17 and IOrth..aterl, .1OftI the arc of
-.14 cwrv, ~Y1n1 for it. t1--.ot. . rl4tue of '..00 f.,t ao4 .
Chtrll l.D.l. of .5,'42'4&- for .,.,... f..~ to . po1Ae 01 c.....DC1J
tbeDC. ~rtb ~4-06'''- !&at for .570.22 f.,t;
t~ne. Jereb 3.-31'''" ti.t for 201.3S f..c~
thence Soutb 's'-OI '36" VUt cltp.t.rUn. froa ..1. Wucerl1 Upt of 11., ltn. of
"'11"0 "'7 hprove"'llt D1Itr1cc Dra1a..,. C.....at.ud Wener1, "t1I.l.1.bt
of II., liD. tor 60.31 tete;
thuee )Iortb. 74-U'3'" Wue for 78." taec; . ,
theac . Sovtb "-20'37" Wut: tor '.43 feu~
.thenc. So~tb 60.'~'45" Vut tor 16.12 to.'l
\ tMac. South 12-30'16" w..t for 121.63 t..t;
theca Nortb )a'",S," W..t for 155.01 Ieee;
thCllc, Worth 30'."4Qh V..e tor 201.10 f..t to . po1ae oa the
JIortla lb, of ..tel Seet1o. . hill the Soutb 110. of laid Seeti"D 3'.
..1. potat b,ln. Moreb "'31'5'- Va.t. . dlatancl of 2oo1.S6 f..t
trOll tbe JIortbuJt coraer 01 tbe: Wonbvut e>o.-q....rtn (NW Is) of
..atd Seedoa. ';
t~, coatlaua Worth 30'.6'40- We't for 11.41 f..t;
theoc. MDrtb 44'~O'OO. V..t for 308.54 f..ti
theDe' Hortb 30'5"06" V.,t for 13.41 f..t~
tbuc. Rortb 13'1. 133-. Elat for 76." hit;
.-. Nortb 11"0'20- W..t tor ".n t..t;
cheAt. JIorth 07'OS'30- Vue tor '".Ct feet;
tbeQ<.JDrtb 30'00'16" Wtlt tor 115.4$ hn;
thue. Jtortb 14'42'l,S- Wen tor 149," r..tJ
tbaDe. 1'orth 02'U'4,S- Eo.. tor 295'. )1 CaUl
theo.c:. Worth 31'10'34- Eoot tor 92.12 h.t;
tbuc. lIorc.b 31'35'43" \Jut tor 73.96 latt;
ChcACe North 31-30'23" IlUt tor 10..51 leu;
thencl Horcb .7'57'00" Won tor U2.11 f..tl
thc!nu Horth '17'00'17" wu.t ror 13.56 'teCi
~ .f 14
UlIl8lT 'A'
Clam Bay Subcommittee June 17, 2010
"'Viil-4-a New Business .. .. . . ..
OR ilB!l'tl<'of 371 PAGE
thence Nonh "'''0' 18" "'_u for 11.18 teet to . poine On the WUt
I1n~ of ~.id Section 33 ~nd the t..t line or '~ld Section 32, '.14
polnl hi", North 00')8')0" Vl,:u. . .J1U'lnu of 146!i.Ol leu tro.
the SOuth......e corner ot '~ld Section 3);
thcau cont1nue Honh "'40' 11" \lue tor 109.00 lelt;
thenet North U''''''Hl' \JUt for 19.0' tue;
theme. Mortb n'Z4'H" \JUt for 203.70 leu i
thence Korth 06'13'11" \lUt tor 61.01 feu~
thene. ltortb 16'27' 12" Wut tor 42.13 hu:
th4oc. Mortb 04'44'%7" ta.. Co, 146.13 hn;
thane. Iortb '3-'212'. V.ae tor 306 .13 tUt;
.theoce JIIortb 0).1.5'1'. tan fo, m.,) taet;
theoc. JIortb '2-1"45" VNe for 16&." fMC,
tbence Soutb ".'6'46" V.at for t3. S4 tHe;
th.nce South "'11 .29" V"t Co, U'.33 te.t;
th.nce Soutb 62'1"33" V.lt tor 46.14 t..t;
tMftoI $outh 4.'03',," W.,t fo. 0),1) hee;
thene. South "'5"13" V..t for 40,46 t..t;
, tbeoc. SOUtb n'47'S4:" Witt fn )7,16 f.u;
tbaoc. Nortb "'43'03" Wuc fo, 49.04 r..t;
tll!~. "nil 3".5%'12" w.1t (or 25.00 IMCI
tbe.oc. JIorc1a 32'21'1'- talC tor ~J.15 ten:
theQ(" ~rth 40'21 'St" talC Co, 5J.50 teae;
thence Morth 17.41'3.5" !.Iu for J),7S fllCI
tb4nce .$outh 'l'37'lS" Welt Co, 13'.5' C"C;
theac. Iorch 86'1"29" "'tat to. 1%4.10 fHC;
theQC. Soutb 15.S0'S6" W..t Co. 60.52 ft.,;
cheDcl $ouc b 2'-31' U. ta., Co, 2U;.0 fllc;
thnc. Soutb 60.17')1'" loo. fo, 56,14 r..t;
-tbea.c. JIonb "'."'43" !an Co. 55.70 t.et:
tbtac. $ou'b 7"3) '''.- ta.. Cor )5.51 ftlcl
tbalel IIortb 63'46"1" !oil Co. ".11 teet;
thene. Swell "'41' 31" !oIC C., 55.60 hll'
theM. Soutb 03'27'.57" ta.. for UI.24 tete;
tbeccl ~th 2"52'01" L1.. 10. 311,63 hec:
thene. s"vth 42.36'006" E.., Cor 1%7.14 t..t;
6"'14
EXHIBIT .~.
Clam Bay Subcommittee June 17, 2010
"Vnl~-" jlde'd.o Business V V I v""
p~~~ PAGE
thence $ol,lth 411))'1.9" Eo" Cor 214,1~ rUtj
thence South %2119"6" Eo" Cor 11).10 rut;
thence South 0).0(.'14" to" Cor )~O, II fut;.
thene , South 0)1)2 , ,S/t" to" lor Ill. 12 tuq
thence South 44'-20' .30" Weft lor 234.63 het;
tbence Sol.ltb U120' 07" Welt for 192,~ tUt;
thene. South 0"'-$3'01" WUt for t~,u rnt:
theae. Sout~ lOI}l'Ol" lI.c lor 16.)1 taec;
Chtnce South 01'42'43" v..t tor 0.2' f..t to. POint OQ thl
Joutb l1n. 01 "14 S.ction )2 an' th. Iortb l1Da of "14 JecttOQ ,.
NU )O11l11: betA, ~rtb "')&',U" Wilt, I .beIQC. of "'_u Ie
fr. tM koutbNIt con.r of ..lei Sect1oe. 32.
tbcAc. eontLnoe Soutb 01'42'43" V.le for 4'.'7 telt;
tIMnc. Soveb 00'41 'oe" VUt lor 132.37 l...,
thloe. Soueb U.S4'46" ta.. tor 185.06 ~..t:
tbct\.CI South 4"35'44" ta.. tor 11),16 teu,
tbenc. South U'.u' 2.8" V.1t tor 161.45 le't;
theDC' Soutb 26'01 ,.~.s" Vut for 101,48 te..;
, .tM~e Soutb 01'05 '1'" Vut for 161.'7 feet;
tMOCI South 18'0614.5" Eu. tor 116.12 tnt;
~. Sov.b 20'41 '41" ru. for H6.)5 fM.1
the.... South U-~Zt02" tact for 202.00 hac;
chenee SOUtD 3'.3S'31" W..t for 101.39 tMt;
tbe~1 $couCb 04-.'1.57" !.I.. for 180.37 teee:
.bene. Soucb 29.13 '3~" !.I.. for 126.40 fan;
thelle. So..b 16'U'39" !.I.. ,for 1.34.2.1 h.e;
.be.... SOO.b .53'0.5'.5S. Vett for 37.11 teee.
the.nc. Soutb 34.12'410" lie.&: for 43.18 f"t;,
tJacDeI Sout" 06'05'03" VUt for 31.85 fll.;
thcQC. Mo~c" 90.00'00" Ve.t lor .pprox1aately 440 t..t to t~ HeAD
~ah \liter Lbe of the Cult ot XeucoJ
tbt:ne. proceed SOutherl, tor apPTQx1..etl, ..s~) r..t dona adel
Yater Lln. to tb. South 1in. of .ai4 S.ccloo S and the Mortb lin. of
Ni' Sectioa Ii
thenee eOQClnue .10na lai. Vat.r LID' (or .ppr~.1..t.17 52.2 f..t to
the Soutb 11ne of s.14 Sect loa a;
thence Horth ".'O'S'- !lIt alofta lai, South 11DI ot S.~t1oQ . for
.,produCt1, 187 feee co th. Sowthouc corner of ..ld Stct10a . end
th4 Southwest corner or -.ld SeetSon t,
7.t14
EXHIBIT 'A'
1 ~
<'
, .
,'~j
I-'.'~;:'H,: 'bL, ;
,. n.... ,
~ ..lr:~
~. t.::m..:. .
.f"; ~ ;l ~ "
: ~ :{. f -, '..'
~ It.t#J:'r
- u:~r :"
'..;.:...
..t , . .
11:. ,
~~:t:.-::.. ~~j~:..~..~. ~..: ~
...}\.... f.t.. ....~; r; .......oJ,.:
~~"s.:<.:' -1-I'.~""""t:~"~.
~
if:
h:
.~
-
Clam Bay Subcommittee June 17, 2010
\I .., IJ ..JVfII~_a New Business U U I () J J
OR O(i!"l{of371 PAGE
tlu:nce Hvtth 19-jO'~9" t.J1l .lIon, tll. SO\ltlr line of U16 hc:t1on t
(c,r 1178.41 rl:~C 1.0 the rohc of DCl:lnnlD&.
l.ESS .nd o.:aClolpe thuefro. a p.Jitecl or 1.:.n4 lQCoIced In '~l" $ect1Qn ". TO"",,lIliip '9
Soveh, )(."nuCt H [,)at, dt:~~rlt..lI'd II f()llo.....:
COIUl<:nc1nC U the Nonh<,:Ut coenet' of the HorthlJ..lt on.-
qUITt.r (h'W IU of -.aid S.ctlon 4, TO",",h1p .9 South, ~GC. H
r....tj
thtnc. Harth "-)'15'" W..t. .lOhe the North line ot .aid StctlOD
~ · dhunc. of 26/.2.02 1.lt to tbl Norchwllt corner at "14
S~cCloa ~ .nd thl Horthe"c CoeGer ot -.14 S.ecto. s;
th.ftC. eOQtlnYI Mo~tb 1'.3.'S'" W.at, .lonl the Mortb 114, .f
"1' $tccto. 5, e diltaoca of 12.3.41 feet Co the 1nt.r.ICtl~
v1t~ the Floride o.part-.nc ot Mlt~r.l "..wee.. Coalcat
Coalrr"'crion CoGtnl L1..M. .. reeord" 1a co.\STAt, SIT 1ACl1OOs: 1,
I'.a" l)-a~i
~. Southarly .lona ..14 Co..tal CoaltruetloD Coat~ol L1Ae the
tOUov1na CO\It...,
SoYtb 11-23"'.J" Ea.t .. 'iltenc. of 142.1$ t..t to e POInt ..
the eo..tel eonltructl0Q Conerol LID4. -.1' P01At b41ftl Soutb
)1.""2..). Eut. e dhuncl 0' 322.1.5 hu troe P...M. ''''''71-'''''07.
theGCI Soutb 10-3ttl~.O. El.t, I dl.tancl ot 1027.12 t..c;
t~. Soutb 01-23'14.," ItIC. I '1.Claee of 1001.7. taet co .
poht, ..1d po1Dt 1>>alD& $outb 1'-.s.4I'J)" I.Ut, I CUICIDC...'
68.13 f..c (roa Per..ntgl: leteranc. ~nu"Qt l-J~;
thence SoYr~ 01.09'45" ta.t . d11teael 01 419.48 r.tt to Cbe
PoLac 01 J.e&1Mina ot the ,arcel .ucrfHd h'l'IUl
thene. conr1au. Soutb 01.0,'45" Eut aloD, h1d Colltrol L1Ae
lor 561.00 tHt;
ththC' l&av1al I.ld Coa.cll eoaltruetloa Coacrol Lta., prOCl14 due
We.t lor .pproz1aauly 22. hat to the KNit H1.b Weter 'U.n'- 01 1'be .
Cull ot Kulco; .
thene. proc." North.rl7 aloQl "14 HeaD Itah Vet.r L1Ae for
.ppro~1..c.17 S62 t..t;
tMtael proc.." dut z...t for e,prOX!utur 22S ttec to tbe Pobc of
J.cioa!al 00 lAid Co..tll Coa'cruct1oa Coetrol L1aa.
WO Liss · Itrlp .t hod loe"'td t.a IIld S.e'l.... 4 Itld '. 'l'<Muo\1p .9 Soutb. ~Ol'
25 talt, Colller COuat1, Florida, d-.crJ~ .. follows I
eo..eQeua at the JIIortlMalt toraer ot the JiIortbw:ac oa.e-
....rur (III Ie) ot IOU SocUoa 4. r.....blp 4' Soutll.. ....,. 15
IlIe:
thenc. Murtb "-38'S'" W..c, a1001 t~ NoTt~ l1a. or ..t. lacttoD
4, · dtltaaca of 2~2.0Z t.et to tbe Jorth~.t corner of ".4
St-eUotl 4 ucI eM MorUWtllc corAlr at ..U SecUoa. S;
th4ftU CODCLk,. Murch 89.3&'5'. "'..c, aloDI the North !tal of
a... S.ceta. SI . d..tlnca of 12'3.41 t.te eo the lnt.r~t1o.
Vitia tbt nor14. D..tP.rtItCAt of ICIturd "SOurc.. ecutll
Con'Cfuctlon Cocurol LID', .. r&cor4e4 18 CCA$TAL SET lACK IOOC I,
",U 1)-" I
thence Southerly .10nl said eoe.tel eon.tryctlon Control tia.
tho hllo\i1n& eoue""
10114
EXliIOIT .A.
~
-.
... --
-
Clam Bay Subcommittee Jun~ 17, ,20.1~ ....
OR B~~~;"3~~W Business PACE
SoIJtli IP2J'H.)" ~.t . diu.nee of 1.1) feet to a P91nt on
the CO~'c.l Con.trw~tJIJn Conlrol Line. '.1d point ~elnc SOwth
,).1'''''24.3'' ~.t, I din,)nc!!.( nz.l.S tUt trot! P.Jt.H. 64..78..",..01;
thence Sowth 10')9'14.0" &lit. . ..l,t.nee'oC 1021.72 het;
thenee Sout" 01'23'14.6" tnt, I efht&nel of 1001.1' het to.
point, ..i4 poine hinC South ""4'27" Eut, I dllt,lAce .01
61.1) l.et fro. 'lr.4nont let.renc. MoftuaeDt l.3Sj
thene. South oa'0"4)l' E..lu a .btance of 649.85 rUt to the
Poi~t of ..,tAfttnl of .aid "~J,. ..ld 'ttip bcl~& 20 t,., vide,
t~ Hortb bOundaty btinl 15 teet North DC end par'llel with the
lollo,",!n, ducrlbed Unt ..nd tIM South bO\lnduy btin, S het
Soutb of ..nd ~r.lle1 ",Itb the .... d'l<rlhftd I1n..
theoc. North 61-52'56" ta.t a 'Llr.ac, of 9.61 r..t;
thenc. Jort_ 57-Z,13'" EA.t . .1ItaacI of 1$.30 t,.t;
tbe:ac, lion" ,$4-46'OS" loUt. 'uta.a.e. ot 1.13 t..t.
t~e North S9-1"05" lilt a .1tt&Dce of '.10 tt.t~
theDe. Nortla "-'1'15" talt . ~1tt.ac. of 24.00 t"e~
tht~. NGrtb 7'.22120" tall' a dLlcLae. ot 34.'7 t..c;
th&Dce So~t~ 71')8107" !aat a .1Ic&De. of 52.64 fe.e;
thane. So\,1f:l1ll'U'SS" tilt. l1n&t)C.c of 40.00 te.t;
t~eac. Soutb 13'11'31" laiC a 411taQel of 30.02 t'tt;
tbeDe' Scuttll 76 'oa' 47" taft . d1uuce of 12.04 hte;
t.he:u<e Sout~ 1PU'SI" !l.n . d1.n.aACI ot 13.00 telt;
tbeac. Soutb 63115'10" ~t . d1lt4Dc. or 14.14 flIt;
tbf:!:l,(:l Soutla 75'20'24" lut . dUf~. of U." f.lt:
theDc. SOUtb "'36'21" talt a dllt&Dct of 32.89 t.ac;
\
theDe' South 70-27'32" Ene. dutazace of 11.03.feu;
tbuu $o\ltb 70-J6's,a" l.Iat . dUtADC:, of 11..6 rue;
t..bac. Soutla 77-2,105" bee . dltt&Dca of 33.83 I..c:
thooc. Sov'b 7'-.1'05" Eo., . 41o,&Qoo .f 55.01 t"tl
tbeac. Rortb .3-31'J1. !I.c . 41a~. of ~..67 f.et;
theac. MOrtla ""I'OZ" t&at . 411t&ace or 21.00 ttte:
tbooe. SOUtb '7'1.1'41" tUt .410...... .t H.OI toot;
thcac. Soutb "'JO'S1" lA.t a 4JataDC. of 11.80 t..t;
theDe' Mortb 71'53'3'" tile. 41atauct of 11.00 t'tt;
theDe. Korth 14-1"04" talC a 41'taacl of 16.03 lelt;
theKt Hort" 11'11'04" tUt . 41tt.nee 0117.12 hell
thenee North 10-22'03" t..IC.' dlaLlnc. of 11.59 t.ee;
thebe. South U.SO'4," Eut . dhtloce of 10.5' !tet;
, DC H
EXHIBIT 'A'
-
':
,
"
. '"~ .
. t:
; ,(' '':'; .:.
'_ ,'m.______!'
"" .., .. ,--. ::. ~
'J. ..~~., ~. _ ".
~ti-;.
;. ~ t. -,~
Clam Bay Subcommittee June 17, 2010
... .... "'Vfll~-a New Business U U I V J ~
OR 8iY"l!',Of371 PAGE
"
l'
thence Sowth 6)'ll'O," "'It . dhttnc. o( 17.12 hit:
tNncc So,",th 61"l)'H" to It . d tIC",net of'IO. ,0 (ue;
thence $o\,lth '6'~"51" ta" . dht.ne. of 11,46 fut I
tbence South 62'a'~9" ta" " dht",,,... of 12,0) feu;
tbeae, South 411'30'17" Eo It . dllt.ne. of a,l) rUti
then.ca Soutb 62"00'2)" to" . dht.nee of '.21 !.u:
theDe' Soue h 3)')7.)6" Eo., . tllle.ac. of 1I,sa 't.c;
tbuc.. Soutb "-"'09" II.., . .tltlaCl of 23.00 I..t;
tb.oc. Sou;h 51'1$1)4" ru. . 'htaac. of 13.,. r.."
thee. South )1"1"15" But . lthUDce .f 22.70 r...,
CMDe' Soutb sa'12I,,- ~.t a .1..tAC. of '3.00 r"'1
thlDe' Souch 60"00'0)" tilt . .1,t.DCt of 16.01 t..ti
thou Soutb a'11'4," ru. · .t,taac. ot....3 t"l!
tb&oc. Soutb 19'141)1" ru. . dhtlAC. 01 6.:0 feet;
thuu :larcb '''42'52" tan . dhtne. of 66,00 tlte;
thene. Wortb "-1212$" 1:... . dh.t&DU of 19,01 ttlU
theRU JIol'tb ".)7'2S" ru, . dhteea 01 13.01 hit;
tb&ac. Rorth 'P'51'42" Eo.. . dbt'DeI of 13.lS I..e;
.-. JIor,b 1P2.1'4I" Ian I .beute of 16,14 h"l
tbt.tICl Wortb 7"27'30" Eo.. . .1...... or 2',00 r...,
th_1 Ronb ao-.",}, U'" Eo.. · dl.taoe. of 12.",t..t;
tbe~ Worth "'02'41" !.an & .1...... of 13.04'r...,
.-. JIon:b 81'))'1\' Eo.. · d1ataocl of 13',12 f.at;
tbeaca JIortb 'O'2JI~'" !a.. . dtatlDC' 01 63.77 to..,
tbe:ncl Sovtb 79'11121- Eo.. . d1'UDU of 51.., to..,
tIo.... So..b 6"'21 JP'" Zaer . .hta-c:* 01 )S, '0 toac,
U-. So..b )4'11'46" !a.. I d1..cQC. of 33.36 toacl
chaoc. ....~b "'27'U" !&a. . '1.,~. of 12.81 te.e:
tMJM:I SowUa ).5'2"41" !&a. · 'l.~&DCI 01 25.0) hlCI
theaee Soutb )7'S"4S" !.an . elhtaOCI of 23.00 to..,
thtne. Soutb )6'J712()" !a.. . dhr.aDCt of 23.01 I..c;
tMnCI South 4"'2'31" !a.. . .ht.~. of 23,11 tuq
CMMI JIonh .'-04'%1" r.., · .htloDe. 01 U. '0 toot I
thenc. JIIorth 156'20'16" ru. . dhtanee of 23.02 h"l
10 or U
EXHIBIT 'A'
- - - -- '. -. .. -. _. .
----. - - . .
~
Clam Bay Subcommittee June 17,2010
OR GOOI{4,a New Business PAGE
243 of 371
tllenu Horth 7P16I,S," E.1.t . 4ht.lncI of '13.:"1 fut;
thtQ(1 Mor'h 1)'"'2''' tUt . dhe.neCl or 37.00 rn,;
thence North "'15'11" tau . clht.ne. 01 .0.10 CUt;
thene. Horth 37"6133" tau I 41tt.l'\C" at 56.fJ ftet to the
lelfeln I.y I.Prove.en, Di.trice Drltn',. tI....nt Lln. II
ncord.d 1n OUlchl heord. J.ook 7'0. l.et U1H ot the Publ1c
~ecord. ot u1d Collier Co\"'t7.
Th. d"cr1\.d .trIp 1. bo~nd.. OQ the u..t b1 the Co..tll
Con'tructlon Control Ll"~ -nd ~ the ta.t ., the '.11elo 111
%aproyeaonr Pf.trIce Drltnlce ~'~t Ltae ~Ylft' . belrlnc ot
Nortb 14'2'127" WI.e.
~
ALSo LZSS · p.rc.1 of land 1. p.rt 01 Slctl.. '. Townlhlp ., Soo.~, ..... 2~ i....
,Colliu Coune'" 'lorU. 4..cr1bed II I.Uow:
Co-.nclo. 11: the lion_at con.el' ot ""cel "1>". PIUCAa
.lAY hIt OWl le;corcUa. to eke P1.at tbertol ... ricoI'd" 1. Plet
look 12, 'ICU 47 tbrovlb .U. CoUiN' Couat7 lubl1c lrtcor..,
to1 U.n Couoty, 1l0rU.:
tbMct Swtb 01."100" !a.lt .1oa. tbe "..t"1'1bl at "'14
Parcel "J)",. . dutl.llCl of 167..00 t..U .
tbtAC. Soutb 71.4$'$9- V"C 1'''.$2 fl.c to a poinc OD tbe
nort41. DePUt..at of Mlltural luourCNI eo-..t.l Conltruct1oa
CoQuoJ L1Q4 Alld tb. POUt 01 1q1mLJ~ of tb. pared herda
dU~r1Md;
tbeac. 'lPnC 'aid Control ltD. Soutb ~.1i'l$.7" talt 611.31
httl
theac. continuI .10D, &aId Coatrol ~ ~th 05-52"'.'_
Ent U.s tHt .on or 1... to tJr.e H&q Dip WaUl' Liu ot
Clq P'''I . ,
thtoee JIortlNuted, 110ft& tM !leaD a!lb Vater Un. of ...icl
Che PI" &Ad Rorthwuterl1 aloAl the tc... lilh lIuet' Lbe of
tM Q.alt of Hu1co, l~O, telt _1'1 or ~l... to . POhc vft1eb U..
oa . It.a_ tbolt bun Sou.th "-26'00- VUt fro. the lobe of
"'l.aa1q;
theac. Rortb "-26'00. ta.t .1oe& ..14 11Ae . di.tlnc. of III
fau 11I)1', or h.. to tbe 'oue 01 "'~bJ.
AUo USS · ftr1p of 1004 1A port of SOCtl.... . .04 Sect loa '. Towa.hlp H Soot.,
It&nll 23 b.., Colllu tau.", Florld. .04 1A J'll" of Parcel '0" of PELlCAllIAJ UlIIT
ONE accordlol" tho pl.. thlr..f.o r"ordod'~ II.. look 12, 1....., thrOulh 52,
Co1111r ea.ot, ".11c lacord., Co111or Couo.,. Florl41, d"cr1bod .. f.11...,
c:.o-nc1nc It the Morthve.ac COt"DCt of NU Parcel "J>>-.
nLlCAll Io\f VOlT OM.; .
t!aene. alonl tbt WuterI, Ih. ot N1d ~lrul "D", South 01.3"00.
loot U7.00 foft;
thenu cOQtlnve .1001 utd Vutlrl)' 114. $oycb 31-56'00" Ven
3OS.oo tHtl
thenel cont1nllt don, laid "'''Cnl)' 1.f.a,. Souch Q4,.22'oo. Witt
~.oo hit;
t1le..e. COQUnue _Ion. N14 W1ue"17 11... SOUth 16-.2'35- tuc
14.17 r..t to the Point of ";1nnl_C ot the .trr, of land bereia
deae r 1k-d i
11 o( U
EXHIBIT 'A'
p Bay Subcommittee June 17, 2010
U 0 0 8 ~It,a New Business 0 0 I 0 6 I
OR BC2440f371 PAGE
t1,t'pce North 76'OGo'J6" t.lu 36.49 !CClt to the ,,"Uterl,. I1ne 0'
,.11~.n .~y t.provc-.nc D1~trlct Dcntvntlon ^rc. [It Drltn~I'
tU<<:-.anc .:and the IIcr-a W<:It~r17 Xl.he ot W"y I1n.:
thlnee Southwesterly 16.7' fect .10n& '~14 we.clrl, I1nl and
Ilonl the arc aC . GOn.tan..nc1.1 circular twrVt concavl to the
ta.t~ h.1vtnl " udl"" of '",OO hIt and Ivbctnded .)' . c;hoord
WhIch bur. South 03*10'00" !JUt 16.74 htti
thlDe. South 76'06')6" Vue 91. 06 (ue
th.nc:. Soucb 7)'07'17" \leu lot.'6 teetl
thenee SO\Ith ~5'0I'O~. Vut )1.U taet;
tbtacl Soutb "'30'S6" V..e 17.40 teet;
th.De. Soutb 16'4"Ztft W..t n.n het,
thuca Soutb ".5J. I Of'" VIII: 22.37 t..t to I POUl' OQ . c"nt;
theQC. V..tarly .1.53 t..t aloa, the arc ot . non-tlna.net.1 clreul.r
cwrvt coneav, to the Soutb ~v1n. , r.di~. ot ".00 t.tt anJ tvhttndtd
\)' · ehor. vbJch b..r. Soutb 17'1I'~3" We.t 41.1' f..t to. poiot ot
~1tl&.IlC)'; ..
tMGe. SOYtb 7~'U'31" W..t 4'.64 feu;
tb4ac. $outb 6"28'4'" Ve.t 26.70 (.et;
th.AC . So..,'tb 20'31'13" lu.t .5.00 C.et;
thCDe. SOUtb "'11'41" W.n $).20 rut;
th&nc. Monk 20')l'U. Velt $,00, to.,;
'bone. So.,~ "'21'47" VUt U.~ r..q
thea.e. $OQtb 1.5'06'25" Wilt 16.49 heej
tbaDe' Soutb aO'''''~l'' VUt 17.27 t.et to . polDt 00 . curv.;
th.ne. W..t.rl)' 161.55 Ce.t .loa. t~ arc ot . DOD-t.nlent1al
e1rcul.r curv, COnety. to th. ~tb beYin, I tld!u. 01 109.01
tHt aDd ~bttnd" ~)' a chord vb1cb ""n Ronb "'51'1,. VUt
~".l.S t..t to I ,olDt of t&GlhC)':
thenee South a6'ZO'~" V..t 32.~1 f..t;
thtacl South 0)""5'. Elat 5.00 r.~t~
theDe. Soutb '6'20'04" V..t 53.00 t..t,
thenc. IOrtb 0)"")6- V"t S.OO f..t;
theDe' South '6'20'04" W.lt 12.23 f..t;
thtnc. Rortb .,'3.'44" We.t 111.'7 r,.t to I point of curvature;
thene. Sout~.tfrl)' ~'.2' f.,t .10DI the 're of . c1reul~r curve
COnc,~. co th. SOUl~.t, bavtDJ << r.dlYI of 31,10 feee Ind lubtend~
.,. I chord 'W'hlch bur. $ouc.b S4.z.s'.0" WUt 44.24 ratt to. poine.
of c.an&e.nc,.:
ChlDCt ~th 11-30'03- W.at 1~.1' C'tt to . POint of cvrvltur.;
thanee South\loacerly 17.),5 teet .1onJ eho arc of . circular curve .
conCAve to tho NorthvCl'It:, Mvth. a fodtulIl of 68.00 felt and .ubunded
'1 · chord vhSeh be~r. South ~1.10'14" W~Mt 7'.~1 Poee to a point 01
Un&cIliC1;
U.f 14
UlIlon "A"
Clam Bay Subcommittee June 17, 2010
o 0 0 9~~;a3~~w Business 0 0 I B G 2
OR O~~I\' PAGE
thence South '3' }O' 2S" w.at 18,22 tUt; j
thence SOuth 06'0' I J~" &a" S.OO fou;
thenc. SOuth aJ'~O'25" Weu )J.OO leoc;
thenc:. Nortn 06'09' H" w..c ~.OO ruti
thence $ouch '3'~O'2S" v,n Z7.3P r..t~
tbence North '7'12'S3" VUt U,14 teet r
l:.hence South '5'20'36" We.t 13.21 te.t~
. thine. ~tb "')0'.9" V..t )2,21 rUt to · POint 01 curvature,
thene. \luterl,. U.SI telt alool cbe arc ot . chc\.lh~ tvn.
CODC&Va to tb. Mortb. biv!a. a rldtua 0' .0.23 t..e &n4 tubt.nded
~7 I chord vtlhll Hatl Sootll I.-O)'CU" Wilt U.QI re.e to I poiat:
of UnllDe,.,
thanel lartb 'O..41~4" Vele 13.00 tttt to I point 01 t\.lrvatvrt;
thence $Outbv.,elr1y '1.12 teet Ilona tbe Ire ot . circular
curvl CODeIVt to thl SOUtb hav1nl I redlYI ot 60.12 I.ac and .ubtend.d
by a chord vh1eb b.ar. ~tb 1S-0I'16" W.lt 4'.62 f.tt to , point
of UD,toey;
thanee SOUtbJl.OlI16" W.lt 15.'5 f..t to. potDt ot eurvltur.~
thene. Wa.tlr1y 140.23 tetc aloal thl Ire ot I eircultr curve
eonC4Vt co th'~reb haviDl . r.d1~'of 138.92 teet aad .ube.nded
by I cho~d vhtcb belr. Soutb "-'6'21- Walt 134,'5 teee to . P01AC
OQ uU CUE'VI;
.
Chloe. Soutb 32.11'44" We.t '.05 t..c;
theact JIorela 57-"2'16" VUt 2'.15 t.tt co the nortda DePlrtauc
ot ~tura1 le,ourcI. co.,tal CoD,t;ruecJoe COntrol L1oe~
thencI'.loD. 1,1d 1101 Rort~ ~.1l'15.7. Walt 32.34 t.ICj
theael Sout;b S1.'2116" la.t 46.01 t..t;
tb~. Soutb 3,'11144" Walt 3.44 t.aC to . potDt Oa I eUrY~j
theoc. laltarl, 120.24 ta.t lion, the .re of I Don~t~.tatlal
drcular curvl coou..,. to tbe Ionb, h.vtnl I ndiu. of 122.92
t.ac &A4 I'\Ibtanodad b" . cborll which Ha.rI Nort"b ,9-03141" !ale
115.51 t..t Co I poiAt 01 t'A"QC7~
tbenc. Jort~ '1.01'16" !a.~ IS." t.ac to I potAl of cUrVatur.;
thene. ~rthcl.etrl" 64.5' t..t .10A, the Ire of . circular Curve
CODC.VI CO the South, havtal a rad1ua ot 16.12 f..t .a4 ~bt'Q.ed
., I ehord ~1eh \elr. Rortb 75-01'1'" EaIC 62.10 f..t to . point
of tanlIACY; .
thenel South '0-'4'4"" !lIt 23.00 taac to. pobe ot cvrvatur.;
thene. EUterly 34 .09 hilt dOGI tM arc ot . circulir C\llYt
COftcave to the NorCh, b.vlQI . ~.dtu. of 64.t3 fflt Ind 'ubtandtd
~1 · chord vhitb b..r. Mortb ".03'03" ta.t 33.6' r..e to . POint
of c.D"ftC1J
thence ~rtb ".50'4'- ta.t 34.'6 f.lc;
thene. Horth .5.20'36" E..t 16.'7 t..t,
1) .t 14
EXlil8lT 'A'
;
'. '
;
.: .., ....
--!",:,,~. ...."
.'.. ."'.1- '..
, ;.. .l:' ',;
:;:. <: ,
. ~ . ,
. '.', .
"
. :!.
.'L...
I
I
,
t
,
...
t
~Ifl.m Bay Subcommittee June 17, 201~
V V V VI~,'!!a New Business 0 0 I ~ Ii 3
OR B24fj~f 371 PACE
ClICfte. South 17'12'05'" t.ut 29.:zJ hnj
tli.new Horth '3'50'25" E.Ju '7.35 rUt to. pclnt oC C:\Jrvil~ure;
thcl'K:~ North~,)Jterl1 59.JO fClet iJlon; the iJfC of 41 che:ulu CI.I(VC
conClve tQ the H(.Irthweu, h."l1'1C . ud1". of 52.00 rUt .nd lubtended
~1' choret vhleh buu North .H'10'1411 r..u 56.14 tUt to. pelM
of ("nllnen
thence North 11-30'0)'1 &lit !.S.U fut to . point Qt CUnlUl.tU;
theM' Northuuulr 61.3" lIet alonl:. the arc of . circuhr curv,
conc.ve to the Sout~'t, hlv1n, a tad1uI of )),10 t.tt .Dd .ubtendld
by · chord which ~'r. Horth $4'25'40" tilt 63.02 t.~t to , total
of ulla<<neT.
theac. SOUtb "'31'.." lA.t 211.41 f..c;
thene. JIonh 1"20'04" !alt 11.67 tHe;
tbtACt Morch 03""56" Yelt .5.00 t..c;
theac. Nortb "'20'04" talC )3.00 f..t;
Chene. South 03'3"S6" !a.e 5.00 t..t;
tbence No~tb '6'201~" ta.c 32.61 teet to . pOlat of ~urvatur..
thence luterl)' 169.64 feet a10al tb, Ire ot & c1rculi:r CVYt
Cone'VI to tb. Souch, bav10a . r.dlu. of 125.01 f.tt .n4 ~bt.nded
b, a chord vb1ch be.r. Soutb '.'S7"'- talr: 169.25 f..t Co . po1Qt
'"' NU curvt;
tb~e. Mo~tb ~O'46.41" !att 13.79 t..e:
cbioc. Rortb 1,'06'2)" talC 14.fl t.et;
tbGc. JIorth U'2.8'47- !Au '1." t..c;:
thcacl Worth 73'47131" !aIC 50.24 f..t to . P010t of turv.tur.;
tbeDU E.uttrly -46.60 h.t aloal the arc of . circular curv.
COae,vI Co the South ~ViDI . radlu. of 104.00 r.te and lV~teDd.d
b7 · chord 'Whicb bun Mortb .6'37'4'" ~.t 46.22 rut to I pot.u
oa N14 euTY.;
. . thue. NonJ, "',Sit'09" ta.. 1'.0'9 feu:;
Uel!lltt )Ionlt 7"4S 129" ta.. 56.68 teet;
tb..e. WOrth 6"30.S6" Eo.. 14.37 t.et..
Umca JIorth 55'OS' 05" Eo.. 32.U hec;
theac. Iortb 73'07'17" Ea.. l1a.Sl t"'1
thenee Nortb 7"06')610 !.In ".90 felt to th. pout of M,1A.o:laa
01 tbe .trip of land b.rlia d~.er~~.
ALsO LESS aU that part of Sect10M . , I, TOVn.hlp 49 $outle, b.aae 25 rUt,
Co11Ser Cot.lftt7, norldl. l)l1na Soutb of eh. P.II, Vue of Outer ehe 1.17 and !Ut of
tbo Cull 01 Medea; "kiD H1Cb Vatar EhvuloQ 1.1 fau:
...rloS' .- bortto 'rt W'.d ... .b. $TAn Pl.\lft COORl)IIIATl:S ....~lhb.d ~7 '''''
W.G.S. tor FLOAlllA-WT ZOH!.
Sa14 land .jtu.t., l)'lna and boln. 1a COllier Couat7, 'lort...
.A#~
.,,/"/'L
14 .t 14
[XIIIDIT 'A'
~:-.~'I
~..IIl"."'lt.:J:';'''''
t:,~~~~
~'.. ~-_._------,
,.
I
..'
~ ("
,
.
Clam Bay Subcommittee June 17. 201~
~ w w ~ . v V I V I J
VIII-4-a New Business
log.l ~~rro~~371 PAGE
A p.r~el or l~nd In Section 32. TO~.hlp 4, South, ~nc. 25 L'.t. Colli,r
County, 1lorlda. descrlbod .. (ollQw.:
CO~llcln~ At the IntcrUctlon of the E.1.t 11ne
01 ..ld S.ctlon 32 With the Sowth ~1~ht or WlY lin, 01
Vlnderbllt lelch ~o.d (S.l. No. S-'62)i
.
tbtnce South 00.)1' 50" t.ut ']on, the z"tt Une ot ..ld
$~tloQ 32, . di.t.cce of 931.t. '..e,
thenc, Soutb .9'21'10" W"t, . d1.t.nc,.ol 777.52 feet
to . bend 1Q tbe Northerl, ~nd.r1 lice ot Che "lie..
1.17 Con..rv.t1OQ Ar...
theDe. .10C1 NU Konher11 kouad'f7 .lbe the foUovl.a.
f~y. CS) cour...:
Sout~ "-3".,. V..c, & 'lat'oc. of '3." teecI
Iout~ ""U'U. Vue, . 4~..... of 2".3) '..el
Souell 'Z.1"33. Ve.t_ a .lttaacl 01 ".14 I..tl
~tb 44-03'39- V..c_ . .Lat.ac. of 43.13 reec;
~tb 3'."'13- u..c, . 41at&Ac, of 40.46 teee to
tb. 'oiDt 01 lel1DALa& .f ..14 p.tell;
thene. 'outb 25-11'12- We.t depart1a1 froa 'aid IOrther11
bo~ry 11D'. a d1.atuc. of 166.30 -rut to . 1010t oa tbe
Wut.r1y ~af7 11M ot ..1d 't11eaa ..:: Coaaenat1011i
AzUl
thuc. JIon:b. 4$."1 '37- W..t a.1oq: ..11 VUhr17 hou.odary
liD., I cluune. of 5S.60 te.t.
thac. Sou ell 63-'6'51- Vqt, doal h14 WUt"l7 'boundory
l1oe. & .1'~1 of '7.17 teet;
thuee IIort" 13-23')01' Ia.c ,.,.rc1a1 tr~ hid "--tu17
boo""""" 11..., . 4h...... 0' a'.16 '<<t to . PO~t ..
..14 .....buI7 1>ouo4a"" U"I
tll'..1 &1.., ..1d .......rI7 bouood."" 11.1l. tho tonov1.1l.
thro. (3) cour...,
Soutb "-'2'12. a.tt, I 41st.nCI of 25.00 t..e:
Sout.b 6'-4)!03- ta't, I cllIt.ae. 01 4',0. tMea
Wort.:b. 77-47'la- ta.t, . 411taac. of 31.56 t..t to
tho 701.oat ot a.,ialUA,.
Sa14 "l.oel dtlUU, l)'1n. e.od bcUI fa Coll1,er Couocy, norU..
...u,t'
J/p/,....
,
0111 BIT '8'
'lot 1
. ~
.. ."~ .: ~ .-
~
~~
'~ ~
J~~
1
. Clam Bay Subcommittee June 17, 2010
I~i m-: ',G :'!1 :t 3~ V~I.4'~ t:lew BusinA\l"rd"""r L
U I 0 1, ~ 3 Z \ ;}l~8 6r3~1" G ~ I 3 ~ I
COLL'EP )iHr nEc,nr.o ',' " ~, ~_
' . U QUIT-CLAI~ ~t.... . .\ ,.. ~;
6 '.'1 Thl$ Q<Jlt-Chl. D..~. "t<:ut.~ thl'2!1.~ ~.1 of OCkDl!<.. . 1..., 01
WESTIWGHOUSE CQMHuwITIES OF WAPLES, lNC" . FloriO. Corpor.t1on
he...lno/t.r I"tf.rreo to IS GIWHOR. tu
COlLIER COUWTY, . politIc.! .ubdlvl.lon of the St.t. of Florid.,
who.. "".t offlc. .dd..... I. Collie, County ""v.r,...nt CQeplu, ..pi..,
Flori d.. JJM2
h.r.ln.ft" I"tftrl'td.' to IS GAAllTEE:
Nlh....v., used h....ln u.. to..... 'GAAllTOR' .nd 'GAAllTtE' sh.ll InclUde
slnrular .nd plural, heirs, legel ...p.....ntatlvu. and aulgns of the
IndhldUals, .nd u.. JUeeauo" .nd assigns of corporatton., wII....." tilt
context So .dratts 0' I'tqUIl"ts.1
W I r . E SSE r N:
Th&t GIWITOIl. II a 11ft .nd I. fulflll...t of Its obllgltlons undt,
Sections 2.03(bl all<l 13.S!cl 0' u.. P.lfc.n k1 P~ O'dlnan.,. (Colli" County
Ol'dln.nc. 110. 77-18, u _n~dl, .nd tllIt Ctl'tlln Stach ilc(... F.cllltles
Ag"'_nt doted tilt 15th da1 of /IOv.... UIJ. IS ...nded. and In
consfde'lllon 0' Granle. tlklng tilt p...pert,y subject to tilt OECUAATlOIl ~
RESTRICTIONS NIIJ PROTtCTlVE COVEIWlTS IS st.ste4 b.low dotS hel'tbl -1st.
I'th..t .nd qult-chl. unto GAAlITEE .11 tilt rlfllt, tttft, Interest, chi. 'nd
dHand wIIlch GAAHTOIt IIos In. IOd tu tilt fOllOWfIlf descrfbed lot, pit<:. or
P.....l 0' land. situate. 1111lf and ~11lf In tilt County 0' Collf... St.ste 0'
F1 orl ill, to...1 tl
A pa,t 0' Pa...al '0' of P.llcu 8Ir Unit On., Plat IIcot 12. pa,.. 47
tIll'Qllgh 52, Incluslv., PUblfc ReoOl'ds of Colli" County. .11<I Part of tilt
Soutllwtst ""l"tt' 0' of Section t. r_Shlp 4' SoutIl. Ron,t 25 Eut. Collf.r
Counlir. IS 00"" pal'tlcul.." dtsc'lbe4 on E<hfblt 'A to tilt atwclltd
Sclltdula 'A'. SIIbJt<:t to tilt follOWing:
I, rUtS ond ISs"_nts for 1 ~ IJId subsequtnt lH",
2. That Clrt.sln DECUAATlON ~ RESTRICTIONS AND PROTECTlVE COVEIWlTS
I'RESTRICTlONS')attlchtd herttu .nd ..d. I pal't her.o' .s' Schedult 'A'.
3. M Eu_nt reSlr"te4 tll GAAlITOR and tilt PELIt.\M SAV IHPROVDlENT
DISTRICT (P.8.I.O.I. Its suec.ssors lIId uSlgns, tu conltnKt. Cl><rlte,
..Int.s,", rep. I'. replac. or rebuild drafnagt stl'llCturu IOd ..ter IJId
s_r utllftfts In. o..r. on .nd Ibovt the PI'Cf>tI'b. wftJI tllt rffllt or
Ingress lIId I1l'tss. GoWlTOl or "'.1.0. sllol1 repaIr lIld/or rephca .11l'
...... which It "11 dfstul1l, ~g. or cltstrcr In tilt COnstl'llCtlon,
operltlo. or ..Inlenanct of SIf4 dr.lnago structures .nd ..ter and _r
_tll Itlll. ,
4. Covtnants, Hs_nts, lfalwUons .nd restrfcUons 0' record
.ffectillf tilt Prllp.rt,y otiltr tIl&n tilt ()(CUAATlOol ~ iEWERAL AICl
PROTtCTlVE COVENANTS r"nd It O"lcl&l Reool'ds lock 825. pages 17~S
tJlrIlugh 17,.. Incluslv., I'1lblfc Reconls 0' ColH,. County, norfclt.
IF AT AKr T11€ THE PARCEL DESCRIBED OIl EXliJIIT 'A' IS USED FOR USES OTHER TKAJ/
THOSE ALLOWED UNDEA THE RfSTRICTlONS. THE PARClL SlW.L RfVEAT TO GRMTOIt.
TO KAVE AHlI TO IIJLD THE SAllE ~.tlltr wftll all and slng_hr tilt
.ppurtln&""os tlltreuntu b,'ongfng or tn a/11Wfst ,pp.rwi"'Ilf, IOd .11 tnt
IIUte. rfght. tltl., Interest, Hen, tqulty .nd chi. "".t_ver 0' GJWITOR.
.Itlltr In law or equity. to tilt on11 pl'Cf>tr .SO, ben.flt 'nd btllcct of <lAAHT..
fore..r.
D\l65c
.,
n,.,...um,nt,ty Slim:> Toll
ellin -C- l"t".,.t:;~.~
trSo,)t\JI Pro&:..:., 1..'.
.
D.C.
Clam Bay Subcommittee June 17, 2010
VlIl-4-a New Business
I) I) 1 ? 3249 of 371 0 I) I 3 7 2
I.." j:'-C:
IH clTHESS \/HEREOF, WEIT1,;GHOUS( C~HiTlES
cOl"'porltfon. hU Ifgned ind SUltd t.hese present.s
1It.-' t.ttn.
Si~n.d, ""led Ind deHvtr.d
1n tile pres.nce 0':
,f::~
/
STArt or FLOItIDA
COlJIITY or CllllIEl
Uf NAPLtS, lM;., I Flo'fdo
t.he 0.1 .nd yur fl"H ,li(>o"
. 0"
......:.....
W(STlHGl10USE COI'HUHlTIES OF IO\Pl(~, lllC.
,: \"> ,..,.::.., v:/
'; ...,,:, f~....
n:
I HEREBT CERTIFY tIllt on tllh diy, ""ore It, an o't!t" dull I.t/lorhtd
In the Stfle l'o....Slfd IIId II tile Count,y ,'oreUld to tfh ICtnOwhdi_nu,
PfrSOllllly Ippurtd anew R, KOSTt, PUsIDQT Ucl lOUIS H, HO(QSrto, AS.lISTANT
Sl:CRLTAAT 0' West1oghou.e C__IUts 0' Itpl,., Inc:. , to It k_, to ". tile
".r.onl do.trlbld In Ind >IIlo "_led tilt '0....90109 Inn"-nt Ind they
ItkllO\lltdg.d be'o/'l .. tllot tIlq Uetuttd tile 1_ on belloH 0' tile
cOrporation.
WITlIESS . h.nd IJId o"ltlll
thll;:1.7}j.dly of (JC-q~
This dOC:_nt P"'PfI"fd '1:
Antho'1Y'. '1..... Jr., E.q.
SOl LI....I au Orfv.. Sultf 500
lI.tplel, F'lOr1de. 33m
0965<
IUI In tilt Count,y .1Id Stfte lilt .fo"'SlI~,,,
. ~);';:::(~,
c .~.'.\: "(',..... :..~.
.."",,~ir!\D!
111 C_lIllon Expl....: or .........110, i!'~"~'
-..KJW,I...-..
Thlt -_nt "'~Ptod oy tile tot,."
of Count,y eo..".loners H
, I,".
n: ~t2~~
"
Plge 2 Of Z
Clam Bay Subcommittee June 17, 2010
VIII-4~a New Business
250 of 371
O,)I~ 00137/.
I. '. ",. I ~
;;;,G.;
DECLARATION Of RE\fRICTIONS AlW PROTECTIVE CoVENANTS
FOR
A P~T OF P~CEL "0" Of PELlCAH lAY UNIT ONE,
PlAT 800K 12, ,'g" .1 through 52, loclush., Public Records
0' Coli t.. County .nd P~T OF THE SOUTHWEST WAlIT.. Of
SECTION 9, TOWNSHIP '9 SOUTN,
IWlGE 25 EAST, CClLIU COUNTY
This
cloy 0'
Flo.fd. COrpO'1 On.
hrltfon of Restrlctfons Ind Prou<tfv. Coy.n.nts ..d. this ~
, 198/i, b, wESTINGHOUSE CCffiUNITIES OF IWt.ES, INC, , .
NIT N E SSE T H
I/HEREAS IlESTlHGHOUSE COIMJIIITIES OF 1Wt.E$. INC., I Florfdl Corporltlon,
p....I.ntl, IItYI", Its P.lnclPll pllCl 0' ~sln..s In CollllP Co4lnty. FlOrldl.
illt "",ol'd own.r 0' tilt PVllIC KACll ACCESS SITI: u dltcrl~4 I. Artlcl. I .,
\Ills Dtchrttlon, dlslru to C...lte . QUllIl;y dtYflO\*nt wl\ll ...ltrlctfons,
COYflllllts, Jtnlbldu, llIpOlftlons, .u_nts, clltrgf$ IJld 1I.ns II
hopttnlfter set. '01'Ul '0. tllt p.....rntfon 0' tilt propt~ Yl1uII 0' tilt
OlINERS th....1 n.
I<<l\/, TlIEREFOIlE. WESTlNGIlOUSE COff4UNITIES OF IWt.ES, INC., dtch.... tlltt PU8L1C
BEACH AtCESS SITE o. Iny portfon tIlt....f II dtKrlbe4 fn ARTlCl.E I .f lilts
OECUAATlON shill ~ h.l d. trlllsf"...d, $Old. conV'l.d .114 occupl.d subJoct to
tilt ...strlcttons. Coy_ntt, urvftlldls, tapolftlons, "s_nts, Ch.rgos IIId
llens ht....l..ftfr SIt 'or\ll.
Thl ",.1 prope~ subJect to this D€CLAAATlON OF RESTRICTIONS AlII 1'R0TECTlYE
COVENANTS II tlltt ....1 ,rope", dtKrlbtd on uhlbtt "A", .tttclltd ht...t<> Illd
",d. I Plrt her..f.
~TlClE I
Ov INIllDHS
.Tho 'ollowln~ I/Ol'ds whon uSld In \Ills Oteliratfori shill lIty. tilt followf.,
".nfn,s:
I. .PU8LlC BEACH ACCE$S SITE" sh.l1 .un IJld ...far t<> I plrt of .PI1'\:.1
'0" 0' p.lIcan B., Unit Ont, Pllt 800& 12, peg.. 47 thl'Ollgft 52, Inclush.,
Public Rtcords of Co 11l1P CoIInty. IJld ,.rt 0' tilt Soutlhes t qull'ttr of Sf( t Ion
t, Townshfp " Soutn" Rlnllf U Eut, CollllP CoIInty, IS ..... plttl,,!..I,
descrlbe4 on ExhIbit A., Itttclltd Iltptt<> Ind ..dt . p.rt lit_f.
2. .OECLARAHT" shill _n .1Id ""ar to IItSTlNGliOUSI: COMJN/TJ(S OF
NAPLES. INC. I Florldl COrportUOIl pI'tSMU, IItYI", Its prfncfPlI pIece 0'
buslnus fn follltr Counl;y, Florfdl. Its IUC.t~IOPS or usl~n. 0' .ny o. III
of Its rl~ht. uncle. thls DtcllrotlOll.
3. .MER. sh.ll ..n IJld Nf.. t<> .n, plpson or personl, ..tfl;y o.
tntltl... "ho .... tile ""'ol'd .....r 0' I ," I.to....lt In PIlBLIC BEACJt ACCESS
SITE, tiltl. o.lrs. IUCc..sor., 119tl ""Ns.ntotfv.s or .ssl~ns.
AlITlCl.EIl
Rl.SIRl~IlDHS
1. USE RESTRICTIONS
I) PU811C lEACH ACCESS SI TE "1 onl1 ~ used f.. tilt Optrltlon 0' I
pUblic belCh ICC.II sfte. P\lblfc plrtln~ lot tnd IUendln\ flCl1it111,
lnc'udfn~ but not l1a!ttd to such '1C111tlll .. belCh ICCtll st",cbll'ts,
securll;y!t<>ll booth(s), ob'trvHlon ,'''". sun Ihtlto... ...st......s. .nd belCh
equlpaltnt sto"llf,
966<
Plse 1 0' 7
b) No bUlldtn91 Hrvctllr'l', hCilfty or other 1.provroent $1'1.11 De pl4lCtd
tn P"LIC BEACH ACCESS SITE .nl... .nd ontll DEClAA),HT h.. I".td Its prior
written tpprov,l. No foOd 0" drfnt concenfon tFl41J tlf pe,..IUed w1tnout
DECLAAAHT'S prtor writttn 'PProvII.
c) E,'tpt IS otn.rwl" provl"'d lIt~fn, th. prlnclp.1 v.hl'ohr <CCOlS
tl) th. PUBLIC 8EACH ACCESS SITE SII<Ill not .'cHd I sIoV1. entrlllC. Ind ult
f,..., .n Ie,... ...tloent off of SUtH. Drtn witl1o\lt O(CLAAAHT'S prtor wrttton
.pprov.1 of. phn subatttod by OWIIEA 'or Addttlon.! AC<tIS.
d) Dl/HER. sh.ll Provlcle .cces. thr...Vh tilt PutLIC 8EACH ACCESS SITE for
P,B,I.D, for 'CC.1S for P.8,1.0, to P,B.1.0.'s ..tor ..n......nt Iltrw,
.) MER. with tilt wrltton II>ProYll Of Ot:ClAAANT, "y Provl'" Ie.... to
.04 fral tilt PUBlIC BEACH ACCUS $lit to tilt prop.rty own.r of t.ht P'1'I:11 of
hnd .dj.,..t to .nd locl~ It tilt nol"t.h.,.. POrtIon of t.ht PUILIC ~EACH
ACCESS Silt.
i. JIIILOINi SU8ACl LINES. Sill OF JIIIlOINi. SIlt RfSTlJCTlOHS AIll IUILOtlo!;
!!.!.!!!.
Clam Bay Subcommittee June 17.2010
Y"I-4-a New Business
o a I ? 3 :151 of 371 0 Q , ~ 7 ~
I':C.:
,
I) TIlt .lnl_ IIu..Ct of ~fldlnv', .tructu.... or plrtlnv ....IS .hlll
lit flYI ($) f..t f.... tilt proPlr1:Y 11"01 Of tilt PUlLIC lEACH ACCEss Silt,
b) The olnl_ dfsunca be~n II\)' two ./lHucht<l .trvctu/'t. 'Mll be
on.-half (112) tilt ... of thofr hel"'u ..t not la.. then tw.nty (ZOI f..t.
c) No ..lIdlnv or stnICtu... of II\)' tlnd 'Mll tsc..d twonty (ZOI f..t I"
h.flht Ibo.. fl"I'hed vr.de.
3. LAHDSC>> 1116
al All ...nonoble .fforts sh.ll be uk." to ",uln the notlYa VOStutf..
1" ./'t1S s.rro."d1"v III .tI'IIctures. wtl t"-1' , f.clHUn or P'Vt<! ....IS
phcad I. PUlLIC BEACH ACCOS SITE. HoWlver, 11 tho.a ....n, Ot.htr th.. Plvtd
.relS, wh.... n.tlYa v.V.utf.. Is .-.oVid, 0lIIWt slloll ...phct .nd Nlnuln
SUCh I...n IS ltndsc.ptd I"'''. All ho4SCljllnv .hall, 01 clollll n
po..lble! .pproxl..u tilt ..the WltgtUtlOll I. tilt S~rl'OClndlnv I..... All
1II1dK'P1/lf shell be lec....llshtd f. lecordlnca wfth I pI.. 'pprovtd by
~~. '
. bl 'PMor to Nktng 1ll;1 cliinge. nrhtlon or devjltlo. f... t.ht Ipprovtd
"sur lIndsc.PI pI I". OWNER .hall flrlt <>bUI" Il(C!.AAAHT'S wr1tten Ipprov.l
of the chlnga, v.rl.tlon or devl.tl...
el MEA .h.ll ..I"ufn III hnd.etpl", '0 u to tHp It I" I ...t,
11v1ns Ind .ttrlctfv. condltton.
4. PAAX I 1lQ.
OWNER shell "'valop tilt M,/or POrtIo. of PUBlIC lEACH ACCEss SIlt to
provide putl". spica.. WIthout tile prfor ,,"tun 'Pprov.1 of the Il(ClNWIT,
tho PUBlIC lEACH ACCUS SITE shell conufn no ocre tllon ... hIIndrtd .04
at,hty-fha liaS) partlnv spactS. OWlIER shell lit ...sponst.la for tM
Operltlo. IIId ..fnunoncl of Sltd JIIrtfnv 'PlCtS. The... .hall bI 1\0 ova..I'"
p.rtlnv p....ftUd In PU8~IC 8tACIf ACtUS SIlt.
!/66c
P.vc Z of 1
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
:) .~ ! ? ~52 of 371 0 Q I 3 i J
S, PlAHS. SPECJ'ICATlO~S AHO LOCATIC.S OF STRVnV~ES.
... r-
(: .....:
...
.1 No st'Uct.ro or ,.C1l1ty sh.1I bt C"_ncod, orOCtod, t.prOVfd or
.ltorOd, nor Sh.11 .ny 9rldln9. "CHltlon. 'rtO ......,,,1 or c""90 of Uttrlor
color or otller ..rt ""Icn fn .ny wl1 11'0" tno ..,ortor 'PPtI".co 0' '"y
.t"'ct.1't or "OITlty bo undort..on wltho.t tho prior wrltt., .ppro.., of
OCCl.IAAHT.
i
i
i
b) OI/NER sh.lI, prior tQ tilt c......nc....nt of .ny const"'ctto", In PUBLIC
BEACH ACCESS SITE, s.bolt In sOQ'.ne. to OECLARAHT tho 'ollowln9 lltort'ls:
(1) I 'PI'tTl.lnlry cone.pt' plln wIllcll sh.11 fncl.d. sc.....tto ,Ito
phns, floor phns .nd tJ:terfor .hntfo"s; ..
(1f) '"'fgn P"'pollls' wtlfoh .11111 fnc:hd. ..... "ltllt<l OU1161n9
Ind .fl4 dosf9n doc_.ts svfffcftnt .nd deflnfth. In doltl1 so t"'t
tht,.. Un be cSte.,,,.fntd ~ chUicter, U~rfo,. tpptlr.nc., tJ:terfor
..torhls Ind colors. .nd tile qVITlty .nd kind of 0I/1Idln9 '"d
IIndsc2" ..torllls Propos.d; Ind
(1ft) constl'llCtfon. ph.s ."d speelflcltlon' wIltcll .11011 H I t1'll'
.xtenslOll of tilt pl'tlfatnu,. conc.pt phns Ind desl,. ,ro,o..ls.
OfCUAAHT Sill 11 , la wrltl." after .....I't of Hell I'tqUfl'fd
SUbeftttl, 'ppro.., IPP..... subject tQ reqvlru cllo'v.s, or rtJoct
suen pTln., Propouls ud sP<<lflcttlons IS Ire subaftted to It IS
I'tqulrt<J lbo... F.l1u!'l to obltl. ....Itten Ippro'I' of Dt:CUR.iJlT of
III .ucll PTlns, PropoSlh .nd 'P<<lflCltlon. pri.r to tilt
COClllOIIC....t of '/11 constl'llCtfo. slllll be d....d I ..teri., brtlch
lI'l'tOf ..d OECl.J.WIT ...11 tIltn 110.. tilt rl,lIt, In Iddltfon to '/11
othor rl,lIt ,....fttod by IIw or t. oqulty, to orocttd In tilt c.urts
to obttfn · IInd.tOI')' fnJunctlon !'IQ.frln, '/11 const....tf.n d...
wltllovt Slfd writ... .pp....ll to H tQnt d..... or .......d forthwltll ..
OIIHEA's ..p.....
cl lb. .pproVl', ....Jectlon .r withholdln, of '/11 'PPro..1 by OfCl.J.WIT
of tho pI.... Propoll1s ..d SptclffClUons ..d tile locAtI.n ., .11 .t"'ctuI'tS,
Ind "01')' 11terotfon .f ll\Y structvl't sllol1 not be co.stl'll.d or t.torpreted IS
a 1'fj>!'IIf.totfon .r dtt....I..Uon bl DECUAAHT tlIit '/11 bUl1dl.,. pI_in,.
.ItctrfcII COda or othor Ij>pl1Clbl. ~YI"...,tol "",uhUon. or ""'f....nts
hi.. or hi.. not bet. properll ..t bJ' tilt DwlIER, DlINER sllol1 be I'tsponslbl.
for oOt4fnln, III ntctsllry toc/ln fCl I dU~ Ind to ..to Ippllcatfon t4 Ind
obt41n tilt 'PPro..I of Collf.r County. P.l1c.. Il41 lllpro'.nt District. Ind
'11)' otlltr .pproprill4 fOv.""'nttl 19tilCfu PMor to c_ne_nt 0' '/11 ..111
or constrvcU.... , " ,
d) OEClAAAHT sllt11 110.. no dvtl. "spOnslbf1f~ nor Ihbf11ty to 1/11
OIINEA or to IIIf Otlltr PO".. """,,soe..r In !'I'jltCt to tilt U'I"Cfs. ,of fts
ri,hts or tilt flf1..... tQ "'l1;hl Its Mgllts hereund.r. OfCl.AAANT Illy I'tJOCt
phns, propouts .nd sPoctflutfon. ,. fts dlsc....tlo.. DECUAAllT's dtchfon
tQ IPPro... ....Joct or wi tIIllold Its 'Ppro'll of S~II wort will, It I af .,_,
be be.od upon: (f) tile Iltnoo/l1 of fts htorfor desf,n. color end locatIon fn
"htfon to, and Its .f'tct upon sur.....ndl"9 stl'\l(tures, VII.. Proplrtfu,
.og.totfo., topofrlPh1, Ind tile 0'""'11 desf,n .f tlIi PELICAN "'Y c_/nlty.
(If) tIl. c"'"etor of tilt ..torfor ..terf.Is, (Iff) the ph.nod qull1tj> of tilt
ul4rior wort..n'lIlp. .
5. EXTERIOR COLORS AHD IlATWAl,S
110 uterior colors or ..torhls Oft .nl structure .r flcflft1 slltll bl
po...ftltd tlIit. fn tII. sol. J.dglOtnt .f OECLMANY. would b. fn,......nt... .r
dfscord.nt or lncon,",ous with tilt Pllfcln III c'-IOfty or tho PUellC ilEACll
ACCESS SITE. M1 ,.tu... oxtorior color or ..torhl cllon,ts desfred .1 INHER
..st b. first 'PPro'od by OECUAAKr In wrltt.,.
7. PETS
-
HO cats. dog. or other d_stfClttd .nfDlh .1lt1l bo ,....fltod wlthfn tIlo
PUBLIC BEACll ACCESS SITE,
966<
P'90 J of 7
.
Clam Bay Subcommittee June 17,2010
~ n I 7 0 \(111-4-8 New Business 0 ~ I ' i 7
~" . J 153 of 371 'J ...'
8. ,ACTORT HUILT STRUCTU_,S
I,..... _
No str"uctu/"'t 0" f.cl1ftt of ."1 (11Id of whH 1s coanonly tnOllfn '$ .'.c:tor,
built.. -modul.,.-. or .8Obfl. hOCle- type constr\lctfon $/'1.11 01 ,rf<t'4 in
PUBLIC BEA,H ACCESS SITE lf1thout tile prior wrlUen pe"'1"lo, of OECLARANT.
g. UNDER~ROUND UTILITY LINES
All ,lKtr1e. tlltphont. ;U Ind other utility lines 8IIH be InsUlltd
und.rground, unhu ProMbltfd by hw.
10. AHTEWNAS .IHO FLAGPOlES
\,1." .
."...Z;~ ~ '
f-.i: . .
,.\ l~
J-~
,
i
Uo outside IntennlS. .nunn. polts, tntenn. ..sts, .ltctronfc devftt..
Int.n... toweN, eltlun bend ('II or &utfur (11M) .nt.n..... .r Sltlllltl
rectptor d1shtl or dnfctl or &ny ou..r ~pt of tlKtronle dnlct now fn
ox1stonet or u..t IllY IItr..ftlr e_ Into tx1ltllll;o. t/tit 11 utilized or
delIV"'" to be ~tf1lztd for u.. transalulon or rectptfon of t1tetronle or
o~...':r. of IIVn.1 ./ti11 be .110w4 wfthout u.. frlor ~rlttl. IPProy.l of
DE . A fhVpoh(l) for d1lpll1 of the n'V(1 of u.. United Statll of
....rle... StItI of norl41 or Co11ltr CoIInt)', nOMde. and lueb ou..r nIV(I)
IS Ire flnt approve4 fn wrftfng bfll(Cl..AANfr ./ti11 be pt..lttl4. An approvt4
n l;polo ./till not be u$04 IS In IntiMa.
. 11. TElf>DWY AHD .lCCESSDRY STRUCTURES
No tenu. trlfltn. e.1IIPfrs. rec"'ltfonal v.hlelt. (RY'I) or teaporary
stNetllrel shill be ptl1lltted to be ustd. ptrttd, set-up or ....In .ytrnlvnt
unltU u..lr slzt, Ippotrllll;t IlId _.rary locltloft In tIIo PUBLIC lEACH
ACCESS SITE hlyo flrst beu IPProv.d bl DEClJJWjT In writlnv.
12. 00Tll00R EQUI Pl€HT
All ~r1>IVO 104 truh eonulntrs 1M rectptleles, 1M ItoraVt contllntn
.r rec.puelts. In PUlLlC lEACH .lCCESS SITE shill De $Crtoned so thlt thIJ'
shill not be ..14111 Ylslblt.
13. AIR CONDITIONERS
All Ifr eOMltlonlng unlU s/till ~ shlelde4 1M hlddoft so tIIot thIJ' Ihl11
not ~ ...14111 ylslblt. 11I11 Ilr e0ll41tlonlng uftlU IllY be ponolttld onll
upon tht pr1.r wrltlon Ippro..l of DE~. WIndow Ilr e.ndltlonfllf unltJ
Ihlll not be po..ltlo4.
14. SDlM CllLLECTORS
Sohr c.I!teton .hlll only be po..ftt14 at locatIon. Ind on st""'tlI..s IS
lro flnt IpproYtd 1ft ~Mtfng bl DEClAllAllT.
15.~
No sllJllS, frouun41ng or othtrw1so instilled s"..l1 be trected or
411pll104 II or on.1J\)I 11M or ItNCtu.... unltss tho phe...nt. e/tiroctor,
f.... sl:t, lIvhtlnv ..d tIlt of phe_nt of IlI(b sfvn be flNt IPIlroYed In
wrltfll9 bl ll(Cl.AAAHT. All SllftS ..It tlso eont... wftn VOyt....ntll eOdeI llId
I'!9UhtlonJ 104 wfth tny Nstlr dellFl phnl for slVns tltlbllsllt4 bl
DEClNWfT .
U. I/Al.LS ANll FENCES. PAYING 00 DTlIER STIl1JCTIJRES
No walls, ftneu. Ihutlors, wltl, boardwllts. doel:l. plv....nt or slalhr
stNetll...s shill ~ e.n.t""'lod In I'IIBlIC lEACH ACCESS SITE until Its htli/ht.
Itll9t11. t;ypt, dtsl~n. eOllposltfon. Ntlrllh 1M locatfons s/till hlv, flnt
beon Ipproyod In ~rltfnV by ll(ClAAAIIT.
~6c
'ISt I of 7
'i
l
t > ,.
I ,.t t.,.
. f ~~ '
....,..
I ;:l"}.,,: ':;:.~. ".
:l" -1 +.i. tt,.} ;'.~.
~ t.... -, l r ... :.
"'t4'.. .
:l_~ :.1;, ~ .
f H!~<.'
~. *'- .', . .
.. ~;.- ",
. .
,~_.. ,. ~
;nt,.
fff'~ ~ .
fi'~': :
~f. .'
tX:.
:~ ~!'.,
: ~;::'
'j..
-
00123'
Clam Bay Subcommittee June 17, 2010
VI!I-4-a New Business
25401371 0 Q I 3 7 n
j'/..f;:;:
~; \
17. UG"TlNG
E,terl.r lighting of tn. PUBLIC HtACH ACCESS SITE .htll be pe",ltttd onl,
upon DECI.AR.IHT'S prior wrltte. .pprov.1 of . lIgntlnv pl.n 'uiMIftted by
OWIIER. MY Hgntlng "st... PropoSld 'htll u.t fhtures. lIVnt 'Ouru.
Inst.llatlon .na control techniques to conuln I1g.t .Itot. the ~UHU~ B,A<;H
ACCESS SITE .nd .hi.ln .r elt.lnne li9nt spflloge Int. Or o,to tclJ.cent
propertltl.
lB. HAIWTEWAHCE Of PREHISES
No refult or unsightly objects .h.lI be .1Iowed to bt plletd or '~"ertd
to relllln In PUILIC lEACH ACCESS SITE. All .tructu.... .nd flcllltfts In
PUBLIC BEACH ACCESS SITE Sh.11 be kept In to04. ..fe. elt.n, nt.t .nd
attractlvt eOnditlo., tnd .11 .truc:tur.. tnd ftelJitlu ...11 be ..1ntlln.d In
. flnflhod .nd .ttr.etIYt condItIon.
..
U. WATER IWlAGDEIIT AREAS
.) 110 structure 0' II\l' kfnd sMll be eonstructld or 'rectl4. nor shill
MER In &Ill' llt1 ehlll9O, tlt1r, 1"1'0., revls. or ou..rwfs. Intlrlt... with tilt
flow tII4 tho yol_ 0' "'tlr, In 11\1 portIon 0' &Ill' lfo1t1r ".~.t .....
resarv" for, or Intln.lo4 b DE:Cl.AJWfT Ind Ptlle.n 101 IlIproy..e Dlstnet
(P.I.I.D.) to be reserved tor draln.gt llt1S, 11uletwl1s 0/' for u..
.ce_htlon of runoff wltlrs, .. ...nKt14 to Illy pht or I.st.--nt of
record. without tilt Spt(ffle written ptl1lhllo. of ll(ClARAHT II1d P,'.I.D.
b) MER Ihlll In no WIJ' deny or prevent I.vre.. 'M tVre.. to lueh
~tlr ..n'VOMnt ....s for "fntenenct or hMSClpt purposes Dy..PECI.JJWIT.
'.1.1.0.. 'tHe.. ley of IIIplos Foundatlo., lne.. or al\l' .pproprlltt
gove__ntll tgtl\()' ~t -y ...IOftlbl, ...qul... '~h rlVht Of Ins..... ..,d
tg...... tnd tU_.ts u..ref.... .... Ilerebl Sptc:lrleally .....rvtd 'M cre.tId.
el MLlC ltACK ACCESS SITE Ihlll not bt I""...sad In .Iu, (1'01I wfthln
or outsIde of 'UBLIC lEACH .lCCESS SITE, without tho prIor wrfttln co...nt of
DEClAIlAIIT I/l4l '.1.1,0.. by .rtfffeftl,y ff11fnv Illy wlter or ...tI.tlon Ind
drafnoge .relS on whleh It .buU. DllNER .hl11 not fIll. dlkt, Mp-rap, block,
dlvtrt or eMngt tho tst.bllshH ~otlr or retlntlon ..,d draInage ....s thot
..... bet. or IllY be e....tld b1 U_nt.
d) T1It ~tlr ..n'Vtlltnt progr.. tor tho MLIC BtACK ACCESS SITE shall
be In teeordanet ~lth ~J!!qul,!'tMnu 0' ,u.. ,'tlleo. ley IlIpro'.nl Dlstrfet
(P.I;I.D;); 'S..-rliet wlter dralNVt .nd ....,...nt, lri<:ludlnv but not 11.ft14
to sto.. Wltlr storar e'plel~, shill eonfo.. to tilt o.trall lfo1t1r ..n'V_nt
...QIlI....nts of ',I. .0. .nd _t wfth tile lppro~tl of DECUJWIT. .
ARTIQ.E 111
GVlfRAI. PROYIS1011S
1. RESERYED RIGHT;
a) ll(CLARAlIT re.trve. 1/1 'Eu_nt for Itself .nd for Pellc.. 1"
IlIproy_nt DIstr1et (P.I.I.D.l, lu s~etlson .1Id USI!l'lI, to eonltruct.
optrotl. .lntlln, repllr. replKt or rtbulld drsln'Vt structures ond lMtlr
'M .....r utllltfes In" o.tr. on ..,4 al>ovt u.. proptrty. wftJI u.. n!lllt 0'
Invress tII4 tg....s. proYfdH thlt those nVhU of '.'.1.0. 1M ll(CLARAlIT wfll
not u.reuolllbly I.tlrlo... with DllNU'S UIO of tho PUBUC lEAClt ACCESS SITE.
DEClARAHT or '.'.1.0. sh.lI reptlr end/or ...pllet .ny ..... whleh It IllY
dfsturO, dlatgt or de.troy In tho eon.tructlon, operotfon or ..lnto.I""t of
SlId dr.I..go ItrucW"'S .nd Wltlr .nd S_r utIli tits.
bl DECUlWn'. tor itulf, Its '~eeSlon. ulfVns, V...tttl, lIet....s
.nd I.Yltlel, Ilertby rtSfrves .n unobnruct14 Ea_.t. et no cost or uponse
to DECI.A.WlT. for Ingre.. .nd 'v"''' through, over '04 on SlId PUBLIC ItACH
ACCESS SITE for purpo.es of tr...I1fng to 'nd f.... thlt ....1 property own04 by
~6c
'0;0 5 of 7
---.-
""1
~
I,
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
'J a I ~ 3' 255 of 371 0 0 I 3 7 '1
.11 i ....,;;
OECLARANT loclted to the west .f tile PU~L1C BEACW AC",SS SITE" .ell "
tr.nfl11ng to tnd rrOlll Outt.. eh. 8.1, prQ"idfd t,..t tnts r1int 0' t.!L:CLAAAHT
.111 not 'nr...O.,bly Inttr"ro wltn CloINER'S uSt of the PU~LIC BEACH ACCESS
SITE.
Z. N4ENCliENT
The DECLAAAHT "y. tn ft. ..le dfscrett.n. IIOd tfy , '''''4. '1'" or 'd<l to
this OECI.AAATtDN .r Iny port thlroof. Tht power of ...ndlle't. """...r. ./ti11
bI If.ltfd 14 eod1flenlon or tnl"v_nt .f txIsU.V e.yen..ts .nleh ./ti1/
not sub.tlntillly i.Pllr thO ventral Ind .nlfo... plln of lleytlOl1Qt,t
.rf~l..lly set f.rtft /ler.tn, nor 'ubS\lntlllly Incru.t tile flnancl.l
.blt~nfons of OWNER btyo.d thOt ou..rwlst ...qulrod Iltroln.
3.~
Any waIYtr bl DECLAAAIIT of 1111 proyhl.n of tills DECUAATlOII or broleh
Iltreof ..n be In ~tlnv IIId shill not .porotl or be e.n.tMltd IS I ..IYtr of
~/If otller provhlon or IUOlOqUOllt b...eft.
4. DEClAAATlDN RUNS WITH TlIl LNID
Tht eoytnonts, c.ndtUons. restrictions 104 otlltr Provhl.ns IlIlder tills
DECl.AAAT/DW shill l"UJ\ wltll u.. h.d ..d bInd the propo~ wlt1lln Pll8LIC IE.lCH
.lCCESS Silt. It ls OCCl.AIWlT'S Intent. bl tills Declaration, to con..... .nd
protect the PUBLIC lEACH ACCESS SITE for too btnofft 0' the p...Stnt In4 futuro
"""trs 0' u.. rell proport;y eneUllbtred /ti...ln. The PU"... of tills
Deelaratl.n ..ndatts, tnd It ls ll(Ct.A.Wfy's Inte.t In furtlltnl\Ct of thh
purpose, u..t tills Dechratlon be perpotUll.
S. L.E6ISlATlON
OlcllER shill not 'Ppll for dredgt and fill penafU I. PutLIC lEACH .lCCESS
SITE f". &ny VOyt......t., bo41t1. rtglr41o.. .f 1111 future -...nu to tilt
Stltutls or revuhUons 0' tilt Unlto<l Stltls or u.. StItI of Flori. or IS I
...sult of decisIons of tilt COUrts of tilt Unltld StlttS or tilt Stltl 0'
f1orlda, wfthout tIIO prlor wrftttft eonst.t of ll(ClAMHT, wtIleh eo...nt .,..11
not bo unrel..nabl, wftllhol-.
Ii. ElIFDilCDOT.IHD ASSIGJfllJlT
.1 TlltOEcuAAxT-~s'rVtS unto Itself the rlvht.lnd tilt power to enf.rce
u.. eoye...u. eoo4ltlons" reltrfctlOftS ..d ou..r proYlslons of tIlh
ll(Cl.AAAT/ON by 1111 procHdlnV In hw or tqulQ' Ind to <ltle~ltt or "'Ir.'
tltlltr txclullYtll or nontxclushtl" Iny .r III 0' fU rlfts. powers. dut t.
or prlvfltVts hereundtr to Clo/NEI, '...1.0.. Ptlle.. &ly 0 IIIplt1 Foondatl....
Inc.. or to Ill)' ou..r pel'SOll or tftUQ' to ~".. Il(CUAAIIT his ...fined lU
rlVhU, .-.tf.. .nd powers to ..f.ret u.. YlrlCHlI dud reltrletfons Ift4
....strletlYt covenants In PEl.ICAlIIAY.
b) DEClARAHT Wll hlvo tilt rlght Ind tilt _r to ..toret till
eoyenants. eon4ltlOftl, re.trletlons tnd otller provlsl.ns I~OSed Dr tilts
ll(CUAATlON b)' l/If proctt<llnv It law or In equft)' 'Vllnst Ill)' pers._ Ylohtfng
or Ittaaptfng to n.htt lI\1 .uc:h Proylslons, to restrlln &ny vl.htf.. or
attMptld Y101ltfon Of sueh proYlslons, to ...qulre IpO(lffc ptr1011ll1lCt 0'
I~h proylslonl, to recover d&ugu 'or yl.htfofts 0' .ueh proylsl....
F.flure bl o(CURAKr or 1111 Of sueft proY1shns Ihl11 In no tnnt bo iIe_d .
wlhtr of u..lr rl;nt to dO so th,reaftlr.
7. OECl.AA.\NT'$ Ani,OY1J.
OCCI..I.MIIT ..y vrlnt, withhold or 40nl IU pe...lss10n or Ipprovll In Ift1
1.ltllll;t wlltre Its pt..lnfon or Ippron! Is pel1ltttld .r requl....d without I~
lflbfl ft)' of l/If nature or kind to u.. twER or Iny othor ptr.... except ..
11I1 Othtrlf1lt be proylded herel., Ind Ill)' pt...1Islo. or Ipprovll ~r..ttd .hlll
be bl.ding upon III ptnons. 'rovl4od howevtr t/tit DEClMAIiT .ftl11, not
.n........bly ll1t1lhold ftl eonse.t .r .ppronl WIltre any eon sent .r IpproYll 11
....qulrt4 ~ndtr tills DEClAAATlDN nor .hlll OECLAAAHT ".relso HI dlscretton fa
.n arbftrary or clprfc:fous ..nntr.
~66c
PaVt Ii .f 7
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
256 of 371
o ? ,
- '
OOI3~O
0~1
8. SEVERABILITY
. ,'.1\
......:0
I'; ,':'_
If Iny sectton, Substct1on. sentener, C:hUH, pl'Irut or portIon of tr,f,
OECLAAATJON h. for Iny rtlson, held fn.,l fd ~, unconstltutlon.J by '"1 eOtJrt
of Ctrillpttent Jwr1sdfet10n. Suel'! portfon Shtll be dtelltd . sePIrIU, l.lfHfnct
an4 Indeptndt't Provl.ion .nd '.111 not .ffe<:t tht VII fdfty of tne r.....I"ln~
portion thtreof.
IN WITNESS I/liEREDF, WESTINGHOUSE C0tt4UNlTlES Of lWtES, INt., I Florldl
COl'pQrltlo., does IIe..Oy tXKutl thl. DtCLAAATlON OF RESlRJCTlONS Ai<IJ
PROTECTIVE COYEIWlTS FOR A PART Of PARCEL "0" Of PE~IC.IH ~AY UNIT ONE. PLAr
1lO0I( 12, plges 41 throuvh 52, lnelu.1Yt, Publle Reeordl of Collltr County Ind
PART Of "!liE SOUTh'o/EST QUARTER Of SECTlOlf " TDttNSHI' 49 SOU"!li, R.IHGf: 2S EAST,
COl~IER COUNT\' In Its ..... by Its un4trsfvned, 'uthorlztd offletrs Ind l"hlS
Its eOl'l'Oratt "II thortto, u.. de.Y and y..r first lbov. wrfttl..
~
. ~A flAd
I~IYL~
/
ITIES Of NAPlES, 11;(. :.........:.: .
(<":;~'?:~:: ::~-;
:.. ".1, :
1i::Y
IT:
STATE Of F~DRIDA
COUI/TY Of, COI.~ I D
T1l (01:'901"V Inst........t wu .cknowledg.4 befo.. .. this ~ 411
of < WI . 1;&4, bf .yron R. Ko.tI .1Id Louis H. ~d,
P..s tn I. S S I. Stc...tory ruptethtly, of WESTlNGl<<)USE C!M4UNITlES
Of NAPLES, IlIC., I nor1dl eorporatlon, o. bth~'l' of tIlttlo.. ......<.~..:.'.:1~::
. ",..' 0 ,.
Iloury c ...,:"'.".1) ".
;' -..;:,.. ~', ~ :
.,.IIt ~tc.I1I1t:', n.fIC') ..
Il.l-" C_lssfon Expl...: -IT _..""". .....''''''" :
\ "'I...,~~..ttQ,~....,..
. ..... .~.~ .::: :: .:.:', ~ ~.:'.~".
'66<:
PIVt 1 of 1
-,-
. 't' .;I'~
".- .J'" ,
. ".i i .
.iif:t.<
.." , ...j, <. : .~ '.
- '. r
'oj'f.,:'. :
'f h'ij', ',T,.J,I""
tll~.Jf f, J.!.! ~~,
. !, ~ .
~. ,. ~. '
!!... .:.:. .
-... ,
'-
~ . ...
- ~ .
.,
..... .
~~ .t~'.~ ~
r J.. f.
~: )
;.f ~ ~'f- .
n.r,.
t off:-. .
f':"-f;-
L
Clam Bay Subcommittee June 17.2010
VlIl-4-a New ,6usiness
257 of 371
""'\
WILSON. MILLER. BARTON. SVLL & PeeK. INC.
PROF,SSIONAl ENGINEERS, Pl.ANNEtS ANO LANO SURVEYORS
t>oserlptlon ot port of Pareol '0' of Plllean SlY Unit Ont,
Plat Sook 12, paQ" 47 throuQh 52. Ind plrt of Stctlon 9,
TOwn.hlp 49 South. ..n90 25 ta.t, Colllor County. rlorldl.
Proposod PlrklnQ Plreol (rovl..4)
(not ourv,yodl
<=>
"" <=>
.~ ,'"'
S? ""
~ ...
All tllat pan: ot PIrc.l 'D"~ ot p.llcln S.y Unlt On. aecordlnQ to t~
plat tller.of .. r,corded 1ft Pllt Book 12, paQ" 47 tllrouQII 52.
Colltor County Public aocordl, Col110r County. 'lorlda and all that
part of Section ,. Tovnllllp 4' Soutll, aanQO 2S Eo.t. Oolll.r County,
rlorlda, belng .ore partlcularly d'.erlbo~ a. fOllow..
OomRenclnQ at tllo .outllw..t cornor of tllo oouthoaot 1/4 of .Ild
Soetlon "
thone. alonQ tllo .outb 1Ino of uld Soetlon " SOuth "'-30'-5"
we.t 646.25 foot to tho POINT or BtGINNING of tho parco 1 h'raln
de,erlbod, .
thonco contlnuo along tht ooutll llno ot .ald Soetlon '.
- SOutll 8"-30'-5" w.,t 621.(( foot.
thonee North 0'-2"-01' WI.t 50.00 tOlt,
tlloneo Kortll "-12'-(8' EI.t 37.5' fo.t,
thonco Nortll 5('-3"-37' Ea.t 23.2' fo.t,
tlleneo North 4'-11'-)7' Weot 78.34 f..t,
thtnco SOuth '72'-21'-27' !ut 17." hot,
thoneo Nortb 70'-3"-36' !a.t 3..17 foot,
th.neo North 57'-55'-41' Eaot 25.04 foot,
tllonco North 13'-3"-51' !a.t 2'.') foet,
thone. Nortb '2'-05'-(0' Ea.t 16.55 t..t,
thonce North 20'-2"-(7' Io.t 7',00 toot,
thoneo SOutll "'-58'_24' Eaot 21.57 ttot,
th.ne. North 50'-2"-J,' Eoo.t, 72.J' hot,
th011"..- soutn 15'~O;'--U' WI.t 171.32 foot, '
thonc. South 74'-50'-(1' Ea.t 151.04 foot,
thoneo Nortll "'.,O'-S" Eaot 212.00 flOt,
thonco Soutll (6'-47'-34' EI.t 123.05 t.ot,
thonco SOuth 0'-2"-01' Ea.t 50.00 to.t to to the Polnt ot
aaglnnlng ot the parcol horoln d.acrlbod,
oontalnlng 2.2' acr.. of land .or. Or 10'",
,ubj.ct to o.....nt. and r..trlctlon. of roco:d,
<=>
:;;<=>
C">w
moo
,
.
HILSON, KILLER, BARTON, SOLL , PtE~. INC.'
bg, !nglno.ra and Land Survoyora
lit
DATE
(.9.f('
,
f
Not
tile Profosalon.l'. .oal.
w.o.
Ilotl
Datil
20'73
4C-270 (LS.kd r.y/S-')
12-'-'2 -- Ro.lsld Juno " 1"5
I
~~..;...~
.....!-~~""'" ...ow
.............
EXH [D 1 T . A.
.............. ......... . -........ .......... . .......... ......0 ... . """'e.. ..............,._. . .....
- ------ --...--,. --.--- ..----- ----. ..- ~ --.
..
Clam Bay Subcommittee June 17.2010
VIII-4-a New Business
258 of 371
~
AKER.MAN, SENTEIUITT B EIDSON. P. A.
.,
ATTORNEYS AT LAW. .
. ........E1'JEO
",,'l ~v 0
I!IMRONIA~~rM. lRo,l;CllOl'1
C1TRUS CENTER
2$$ SOUTH ORANGE AVENue
POST OFPle!': sox 231
ORLANDO. FLORIDA 32:602-02:31
(<4071843-7860
TELE:COPY (40711!!143'6610
AUG 26 1997
J <J ~ 2 - 1 9 <) 1
SERVING THE CUENT
AND THE COMMUNITY
eveRGLADes
TECHliICM. SUPPORT
i;
.
,
August 15, 1997
,
Rich Bray
Bureau of Beaches and Coastal Systems
Florida Department of Environmental Protection
3900 Commonwealth Boulevard, Mail Station 310
Tallahassee, FL 32339-3000
RE:
Clam Bay Restoration and Management Plan
RECEIVED
AUG 18 1997
BUREAU OF flEI\CHES
8< COASTAL SYSTEMS
Dear Rich:
This letter is intended as a supplement to our first response to your first Request for Additional
Information dated July 15, 1997. You will recall your request that we investigate alternative
disposal methods in connection with the contemplated dredging under the Plan. We have
done so. Our goal has always been to accomplish the required spoil disposal in as
environmentally responsible way as possible; recognizing the constraints of the site and our
financial resources. As we have continued to research a variety of alternatives we have, in the
last few days, gained additional insight into the potential of Jetspray disposal and the
technology involved in it.
To assist you and your team in understanding the this technology, I enclose with this letter a
series of articles describing the attributes of this system of spoil disposal and a video showing
its actual operation. I caution that the size of the dredge being used in the video is larger than
would be employed in Clam Bay, but the technology is the same. Note in the second segment
of the video that the ditches and canal have a very strong resemblance to Clam Bay even
though they persist in a bottomland hardwood system.
Additionally, I can report that there are substantial costs savings that can be achieved if this
technology can be permitted and, not insignificantly, we can, by incorporating this disposal
method into the Plan, eliminate the need for the spoil islands. We want to encourage you to
look at this technology as we believe it not only has significant potential for costs savings, but
more important, it affirmatively appears that it is the least harmful to the overall ecology of
Clam Bay, both during and post implementation. Finally, it also has the advantage of being able
to be implemented in the field more quickly thereby reducing the time reqUired for
ORI...ANDO
F'ORT l."UOe:ROAl.~
MIAMI
TAl.L.AHASSEE
TAMPA
WEST PALM BEACH
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
259 of 371
Rich Bray
Page 2
August 15, 1997
implementation. There are issues which we are continuing to research, but we wiil want to
discuss this with you in detail at our meeting on the 26th.
Thanks for taking the time to review this and we look forward to seeing you and the rest of the
FDEP team.
cc: Chip Clough
Hilburn Hillestad
Jim Ward
Susan Watts
AI Varley
Ilene Barnett, FDEP
John Inglehart, FDEP
Karen Moody, FDEP
FDEP Permit Modification #1
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
260 of 371
,\\-\.~~cn.':~iO!l . .
,;t:."i..
.~.)"
~ .
I HOR - A ,<7" ~
,'~ '~l
.
Department of
Environmental Protection
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
261 of 371
/", ,
;" ..,.1
/i U
/
Lawton Chiles
Governor
Marjory Stoneman Douglas Building
3900 Commonwealth Boulevard
Tallahassee, Florida 32399-3000
Vwgir\lJ B. Wetherell
$('cretar'y
CERTIFIED - RETURN RECEIPT REOUESTED
December 15, 1998
Collier County - Pelican Bay Services Division
c/o Brett Moore, P.E.
Humiston and Moore Engineers
10661 Airport Road N., Suite 14
Naples, Florida 34109
Notice of Permit Modification
Permit No. 0128463-001-JC, Collier County
Clam Bay Restoration and Long-Term Management Proiect
Dear Mr. Moore:
Your request to modify this permit has been received and reviewed by Department staff. The
proposed permit modifieation is to authorize: (I) an alternative upland spoil disposal area fOT
Cut # I; (2) an increase the width of channel Cut #4 through Clam Pass; and (3) alternative
pipeline corridors between the dredge cuts and the disposal areas.
The proposed alternative disposal area for Cut #1 is an upland Wldeveloped building site, to the
east of Clam Bay. The dredged material consists of a high percentage of fine material and
organic matter and, because the material does not have any economic value, pursuant to Rule 18-
21.01 I (3)(c)2, F.A.C. no severance fees are required. This disposal site was chosen to avoid use
of the proposed spoil disposal area on the landward side of the beach dune. Department staff
considers the proposed new disposal area for Cut # I a preferred alternative to the previously
authorized disposal area for Cut # 1.
Channel Cut #4 through Clam Pass will be widened to improve directional tidal flow between
Clam Bay and the Gulf of Mexico. Department staff have reviewed the proposed channel
widening and determined that the change to the channel dimensions is not expected to have an
adverse effect on inlet processes and will improve tidal exchange. The proposed dredge cuts for
Cut #4 will not exceed the previously authorized depths of -4 ft. NGVD.
The proposed pipeline corridors are located between each channel cut and their associated
disposal areas and include pipeline placement through mangrove, open water and wetland
habitat. The pipeline required for the channel dredging will be relatively small, lightweight and
made of a flexible material which will enable manual placement. Minimal mangrove trimming
"Protect, Constrict' Grid t.1(]!logt' Ffu(!do's tnvirOillllf:'nt anI..; i-Jo/:Jf;;/ Kr-j'J)!i!((','
Pril1{ed on recycled paper
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
262 of 371
Notice of Permit Modification
Collier County - Pelican Bay Services Division
Permit No. OI28463-001-JC
Page 2
will be conducted pursuant to the permit Specific Condition No.7 to enable the contractor to
manually place the pipeline. The pipeline corridor and any associated trimming will be
designated by the approved wetland scientist and verified by Department staff.
The attached drawings reflect the above modification and shall supercede the associated permit
drawings (sheets 23, 24, 25, and 28).
After thorough review the staff has determined that the proposed alteration does not increase the
potential for adverse impact on the coastal system, public beach access seaward of the mean-
high water or nesting sea turtles and hatchlings and their habitat, and that the proposed alteration
does not reduce the design adequacy of the project. Since the proposed modification is not
expected to result in any adverse environmental impact or water quality degradation and is
expected to be of environmental benefit, the permit is hereby modified as requested. By copy of
this letter and the attached drawings, we are notitying all necessary parties of the
modification(s).
This letter of approval does not alter the July 6, 2008 expiration date. other Specific or General
Conditions, or monitoring requirements of the permit. This letter and accompanying drawings
must be attached to the original permit.
This permit is hereby modified W11ess a sufficient petition for an administrative hearing is timely
filed W1der sections 120.569 and 120.57, Florida Statutes, as provided below. The procedures
for petitioning for a hearing are set forth below. Mediation W1der Section 120.573, F.S., is not
available for this proceeding.
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. The petition must
contain the information set forth below and must be filed (received by the clerk) in the Office of
General COlUlSeI of the Department at 3900 Commonwealth Boulevard, Mail Station 35,
Tallahassee, Florida 32399-3000.
Because the administrative hearing process is designed to redetermine final agency action on the
application, the filing of a petition for an administrative hearing may result in further
modification of the permit or even a denial of the application. If a sufficient petition for an
administrative hearing or request for an extension of time to file a petition is timely filed, this
permit modification automatically becomes only proposed agency action on the application
subject to the result of the administrative review process. Accordingly, the applicant is advised
not to commence construction or other activities under this permit modification until the
deadlines noted below for filing a petition for an administrative hearing or request for an
extension of time has expired.
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
263 of 371
Notice of Permit Modification
Collier County - Pelican Bay Services Division
Permit No. OI28463-001-JC
Page 3
Under rule 62-110.1 06( 4), Florida Administrative Code, 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, before the applicable deadline. 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. If a
request is filed late, the Department may still grant it upon a motion by the requesting party
showing that the failure to file a request for an extension of time before the deadline was the
result of excusable neglect.
In the event that a timely and sufficient petition for an administrative hearing is filed. other
persons whose substantial interests will be affected by the outcome of the administrative process
have the right to petition to intervene in the proceeding. Any intervention 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.
In accordance with rules 28-106.111(2) and 62-11 0.106(3)(a)( 4), F.A.C., petitions for an
administrative hearing by the applicant 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.
Under section 120.60(3), F.S., however, any person who has asked the Department for notice of
agency action may file a petition within 21 days of receipt of such notice. regardless of the date
of publication.
The petitioner shall mail a copy of the petition to the applicant at the address indicated above at
the time of filing. The failure of any person to file a petition for an administrative hearing
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.
A petition that disputes the material facts on which the Department's action is based 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, and telephone number of the petitioner; the name, address,
and telephone number of the petitioner's representative, if any. which shall be the
Clam Bay Subcommittee June 17, 2010
VIlI-4~a New Business
264 of 371
Notice of Permit Modification
Collier County - Pelican Bay Services Division
Permit No. 0128463-001-JC
Page 4
address for service purposes during the course of the proceeding; and an
explanation of how the petitioner's substantial interests are or 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; 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.
A petition that does not dispute the material facts on which the Department's action is based
shall state that no such facts are in dispute and otherwise shall contain the same information as
set forth above, as required by rule 28-106.301, F.A.C. Under sections 120.569(2)(c) and (d),
F .S., a petition for administrative hearing must be dismissed by the agency if the petition does
not substantially comply with the above requirements or is untimely filed.
This action is final and effective on the date filed with the Clerk of the Department unless a
petition is filed in accordance with the above. Upon the timely filing of a petition this order will
not be effective until further order of the Department.
This permit modification constitutes an order of the Department. The applicant has the right to
seek judicial review of the order under section 120.68, F.S., by the filing of a notice of appeal
under rule 9.110 of the Florida Rules of Appellate Procedure with the Clerk of the Department
in the Office of General Counsel, 3900 Commonwealth Boulevard., Mail Station 35, Tallahassee,
Florida 32399-3000; and by filing a copy of the noticc of appeal accompanied by the applicable
filing fees with the appropriate district coUrt of appeal. The notice of appeal must be filed
within 30 days from the date when the final order is tiled with the Clerk of the Department. The
applicant, or any party within the meaning of section 373.1 14(l)(a), F.S., may also seek
appellate review of this order before the Land and Water Adjudicatory Commission under
section 373. 114(1), 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 the final order is filed with the Clerk of the Department.
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
265 of 371
Notice of Permit Modification
Collier County - Pelican Bay Services Division
Permit No. OI28463-001-JC
Page 5
When there has been no publication of notice of agency action or notice of proposed agency
action as prescribed in rule 62-103.150, F.A.C., a person who has actual knowledge of the
agency action or has knowledge which would lead a reasonable person to conclude that the
Department has taken final agency action, has a duty to make further inquiry within 21 days of
obtaining such knowledge by contacting the Department to ascertain whether action has
occurred. The Department shall upon receipt of such an inquiry, if agency action has occurred,
promptly provide the person with notice as prescribed by rule 62-103.150, F.A.C. The
Department does not require notice of this agency action to be published. However, the
applicant may elect to publish notice as prescribed in rule 62-103.150, F.A.C., which constitutes
notice to the public and establishes a time period for submittal of any petition.
I f you have any questions regarding this matter. please contact me at the letterhead address or by
telephone at (850) 487-4471, ex!. 123.
Sincerely,
~i:~'PE
Professional Engineering Administrator
Bureau of Beaches and Coastal Systems
RMBlkjm
cc:
Todd Turrell. Turrell and Associates
Harry Huber. Collier County
Ted Brown, Akerman, Senterfitt. & Edison, P.A.
Michael Potf. Coastal Engineering Consultants
Jon Iglehart. DEP- South District Office- FI. Myers
DE?, Office of General Counsel
Chip Clough, U.S. Army Corps of Engineers
Mac Hatcher, Collier County Departmenl of Natural Resources
Kyle Lucasz, Collier County- Pelican Bay Services Division
David Guggenheim, The Conservancy of SW Florida
Dan Spma, Save the Bays, Association
Kay Potter, Mangrove Action Group, Inc.
DEP- Bureau of Protected Species Management
File
FlUNG AND ACKNOWLEDGMENT
FILED, on this date, pursuant to Section 120.52, Florida Statutes, with the designated
Department Clerk, receipt of which is hereby acknowledged.
;&.{~i?Q-u ) jJ -! S - 9 f
Deputy Clerk Date
22
@l
i
B~
~g
~~
g~
~g
~ES
psj
~
~
g
~n <I"
~..
,:ow
~'_~t:;
~ :lit;
~-'
0""
'""
,,~
<<<
wo
"'0
~<cJ
V)
Z
o
;::
U
ILl
V)
~ ~ z....
)002~
~ ~i~
~~ 20)<
,~ :jl-Lo.l
'~l,,;U~~
. cg.... g:;-
.""-
dlJ~
. Co! "
...
I ;
. -
n
Q
w
:>
-
w",
U::.J
w'"
a::
z
...
..J
0..
..J
...
V)
~zzzz
V10000
oi=i=i=i=
UUUCJ
::cwwww
uV)(IlV'lv)
-< J I I I
<( wlf)V)V)V)
W aJ~~:g~
~ .:d~555
z
~~~~ ~~~~~~~~~~~ g
2>22 ~222222~~~~...
~ ~~ ~~~~~~~wwww ~
~uzuu~~V)uuuuuu____ w
~w<ww>>_wwwwww>>>> ~
WVl~v)V1WWOV1VlV)VlV1v) w
:;:10-11>> IIIIIIZZZZ >
z~I~~zz5~~~~~~:S:S:S:S ~
...0 oo.........ooooOOO"O"O"O"Vl~
~~~~~~~w~~~~~~ ~
O"u~uuO"O"<IlUUUUUU I I I I:;;:oll
I I ~ I I I I I I I I I I I -N~~~N
=-=~,=tt:Ic~
....-..-NNI"'1"'1lt...,...:t-.ct-v-.ct-.ct'<t.q
~~~~~~~~~~~~~~............~...
wwww<w
~~~~~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~<<<<~<
uuuuuuuuuuuuuu~~~~_~
wwwwwwwwwwwwww~~~~~~
~G~~~~C~~CGCGGoooo'o
CCCCDQOCOOOOoo~~~~~~
~~~~~~~~~~~~~~~~~~~~
~CCCQCQCCCCQccccccc~o
w . . . . . . . . . . . .
::J: . . . . . . . .O_N/'fJ.qlJ1fDf'.lJJcnO_
VlN~.q~W~~cn__________NN
z
o
;::
...
'"
o
l-
V)
I..J
'"
I
I I
i !
~b
lit
lIP. E ~
- ::c f
..
'1. \- T
~
..
5
u
I
i
s
~
>
~
u
O:JIXJt't JO J1f\~
t.
r
z
~
..
z~ J
,~ >,Q~
,CD ;a~;
'll'
CIO 3 ~ B i
.., () ~ ~ I ~
....
~ 5
o ~ .
~
~
!!I ! II
"I' I "I i
Ii II Iii
II!liI : : B q.J ..l :
~~ II c:: -i I
, , ~
i
fi i
III
IlIl
In!~
~~'12
Illtl
l!1!~ '
~~l~~;
B
~ ~
z ~ .
"Q ";' ~
': al~~ i
:; ~~B ~ I
~ ()~~ I ~
.. ~ i
... ell
i H
II11
j.11
.11'
II
I!,i ! I !
II i ~ - i
" I,! I I
! ! i_'
II ! I
18'1 'I " -
~~ I ,6;t..J ~
, I -it
, , ~
...
I-
~
~
~
<( ~
<i!
~ i
Ul
zC l!i
O:I: ~
u~ ~ i
o ffJ; ~ ~
'" I- ~
il .
~ ~
~ ~
is ~
o
"
.
E :;t
H
~*
..
o ~
,z
. .
d
.~
u>
,CI)
,II>
'....
.00
,,,",
,...
, ~:.
'-<t-O tl
)!, ,
~\ In ,
z I
~ 0
;::
ZU
, ,.0111
!~.... li~~ I
Ic.o~ :::E~!g
. ~.t. ::'i I;; '" I
.~~ u"'u
,.,. "'..
....'" ... .
.. " . (
~ un
Ii'
l-
i q
Ee
I I i ~
:z::q
~ ! !
, I I
i I I I I I
. . .! I I I
I I I
~....- " (DMQ'UU-...:rll ~'UU_
I I
! !
! I I 'I
I I
. I I I
I I I i
--- CiWoQ'....- , ""-1___" -
I I I
~
i i
~ I I
I I I I I I
. I I I I
I I,
-.- ~...... ---- <II-.I......~j'i l...-.)~~T
N
0
. I
"
,
, .
~ ~ ~
Z
m 0
"
. zU
, >-2~
,
0 'In ~~ I i
"'~
,Il> :::Ee~
'd1 :5 V> '" I
.(/j uwU
"'...
,.,. ..
,.. ... .
" · t
l\>, Un
I H
E~
'5 ! ;;;5 ! I; I !
I, I! ~ ::c ill
I! ~ ~ I!
II I 1 I i
. ! !
I I I I I I
I I
I I I I I I
~
I
i I I
--- , ~.............. ---- --- ,
I I i! ! i! !
I' I'
I! I! ~
- I ~ -! II
! , ,
I I I I I I
I I
I I . I I .
i' I ' I I
-.- lIMtG".._ , -- ---
I I I
! !
I I I I I I
I , , I
I I I I I I
i i ~
, , , .
I i i'
lJlo.o',-_ --- , ~'.IAI_ "'-/.....-
Q ",00
wOE
J" :CW
.... co u...
........ """
.... ~\i,l>-
__ .-a:l~
LU "" ~~
..
,." U;:)u;l
..., LiJ C(c
1.1 C I.\JO
... ~U
cc: !XIeil
F I I !
. I' ;
I! I I!
.
II i I i I
,
I i I I !
!
I I I I
.
,
I .
Iii Ii
I.
- i II
I .
! ! '
i I
~
~ i
1
.
i ' I'
_....._T _....._T
'! I '! I
I' .
I! I
II i Ii I
I I I
! I
I I I %
i'
~'.IDl__ --- ,
~
!
I
....,..IIIoI_T
---
.
i
-..... --.. _.__ i
I I; I
I!
! - I II !
, ,
, I ! ~
I I I
I I I
I ....... 'TT "
iIIoIIW'JJiI<I~ -.-
r I I
I! ! ~
i
I J I
I
! I
I I
I I
~._-" """"......-'" '\'
I
.
~ I
;=
zU
)oo.e~ I
~!C r I
~Ul ,
," ;>o:g I
,.., d~31!
~ rx:"" I
.<SJ
c:.1 55;
.. ui~;
.. ! . !
t:; · I
i E!~
:CF
I ;
J '" . :
.... z H
0
, ;:
zU
" ;J>-:g~ I
" ili~1
,~~ ::!~ I I
:SO~
,C Sti~ I
...~ yWU I J
a>~ "'..
~. i
~~ a I t
,.;- ~ _ i
...~ HI
....'"
~ Ei
I' i .! ~
I' J:"1Ji
I! I! II
Ii . i I
I ~ !
I ! I I I
I I I I I
i i i i
, , l l
I I I I
~'lZY__ T '-'~......... -.l..... --" ' ~....._T
I' i I I'
I! I!
II i II i
! i ~ I I I
I I I I I
I I I I I .1
i i i i
l , , .
I i I
w.l'~_ (N,Mj~-- ' ~'.IRl"""'" ~._.......
I: I r I; I
I! I! I!
Ii . I i II
i
I I I I I
I I
I I I I I
i i i
l i
l i l
I i I I
-.o'.lal_ ~'aIO_ w.l......~ --
Clam Bay Subcommittee June 17, 2010
Vllt-4-a New Business
274 of 371
Construction Plans 1999 Dredge Event
~
=
..
;
=~
~~
~~
~~
===
~~
==
~
'" \F" .
..
tI1
Z
o
;::
u
w
tI1
~ ,
.
. -
~ 6
~
%>--
~gt::l ~
tIl~Oi "
i ,
",ox . .
jt;w i
"wo e -
~~ ~ O!
. 2
~ ~
~ .
"
~ ~ i
,
E I~I
10\
:E: 'I~
Ii
z
<(
....J
Cl..
....J
<(
tI1
~zzzz
V1QQQQ
o~I-l-l-
uouu
IL.l.lWWI.&.l
UVlUlV') III
<( I I I I
wVlVltf}tf)
-c;{ (DV1VlVlVl
w 0000
~ DlS5555
z
lIl~V1V1 ~VlVlV1V1VlV1~~~~ 0
Zl.&.lZZ ~zzzzzz ~
Q>QQ ~QQQQQQ~~~~ <(
0z00 ~000000~~~~ ~
~1.&.l<l.&.lW~~~wwwwww>>>> ~
WVl~VlVlWWOVllllVlVlV1Vl W
:> I a.. I I>> I 1 I I I I zzzz >
tI1 tI1t11 ItI1t11t11t11t11t11<(<(<(<(
zVlItf}V1ZZUVlVl(f}V1VlVl~~~~ ~
<(0 oO<(<(<(OOOOOOCl..Cl..Cl..Cl..tI1~
~~~~~~~w~~~~~~ ~
a.. U ~u U a.... a.. CD U U U U U u I I I I <(.:d
I I ~ I I 1 I I 1 I 1 I I I _N~~~N
*:;:jt:::::tt=::::tt=:o:::tt=:
....-..-NNt<)-.;t"'l:t"'l:t"'<t"'lt..q-"It'<t"'<t
~~~~~~~~~~~~~~<(<(<(<(~<(
wwww<(w
l-l-l-l-l-l-l-l-l-l-l-l-l-l-~~~~~~
~~~~~~~~~~~~~~<<(<(<(~<(
uuuuuuuuuuuuuu~~~~~~
wwwwwwwwwwwwww<(<(<(<~<(
~~~~~~~G~~~~~~V1VlV1l1l,Vl
DOocoooocooooc~~~~~~
~~~~~~~~~~~~~~~~~~w~
~oooooooooooooooooo3o
w . . . . . . . . . . . .
I . . . . . . . .Q..-Nf"')"'<tUlc..or--COtnO..-
VlN~....,.~~~ro~____..-_____NN
z
o
;::
<(
'"
o
>-
tI1
W
'"
~
~
.
~
"
~
u
I
i
~
"
>
:I
u
OOIX3l'l .:10 llnn
o
o
--
- 4lF......
ji
. .::r.. ..
~, '..~
, ,'/5 r-:~
\ ~'?~
\':;"-. <,
I\. . '
~... ...
~
i:"
Ziij
0,
>,-
'<!;t"
"''''>-
::2013
~ffi~
C)oc~
'"
o
w
'"
o
'8 N
, ,
. N
~ ~
~ 0
" ,
oil
" . ~
g ~ ~
I
~
~ Oil 0
<) ~ ~
~ u
~ a
~ ~ if
~
~
lit
"II!
1:-
"'I'
!.
ii
t; ~ ~ ~
~~. ~ ~ g
li i Ii I
~1s i ~ ~ ~ ~
illlli i
oo~~ '. I ~,~~ '
~ I, v VI I
~~. ':: ~
i ,
" ~
10 !
" 8
. .
S~fll
~;:~
,!~!
;ji'i~\,
!OC"
Ii!;"
ilj"l';':i
01"'
%~~~~-
~" ~....t.t
"ii'
'!!::~!.iN1
iill!
~/:';;! :t'l'Oi
!l:_ ",.;
......"!..""..::I~;
.liil!!!l!!!lll
III ~-~~i~
!uunnnn:~
~.... ....,,,,.-
. i~!'
'~.':l
, "
~
.
.
E
!
,.
I~
w
,
.
o
- .. .. 'j' 'r ,.
(,ulJ) QMN 'NlXl'.A31l
~
.
.
~
i '1 ,. r
[mJ) a.wN 'MOLI'fA3'1l
- .. i 1 or T
(In.j)lWlN''ltOU....A31l
"
~ :i
~ 71
I"
~
-~}~~JIJUT ,.'
,
I
'F:
:!
:'
"
Ii
Ii
,1
I
,
'F:
,
,!
.0
,~
;~
Ii
,1
.
.
.
.
~
'F:
:!
-~
Ii
,i
.
.. I ,. "I T ,.'
tlnJ)lWIM.NCU....AJ1J
~
:;
.
t;
- .. , 'I' 7 T
UD.l)Q.IDM'Nw...AJ1J
'F:
.
,~
.0
:~
I~
Ii
,1
.
.
.
"
~
II i 'i' ,. T
UnJ) QA!lN 'NOUYfJ1J
,
I
.
I
'E
,J;
.
,a
_a
:~
Ii
Ii
1
.
, , I ,:,'
(.LnIJ _" '/tOU.....uu
~
.
~ D i "I 'I' T ,,'
t.lnl)IJAON'NOU'...1Jl3
"
,-
.
'~
;~
Ii
,.
,e
,I
.
.
.
.
.
_ " , or 7 T .,.'
(mj) lWIN "MCiU'I'1JU
.
"
':
'I
:~
II
Ii
(uul Clo\Oll "Ncu......:ro
,
I
,
"
':
'I
.'
"
Ii
Ii
I
I
,
.
"
,-
:1
."
"
"
,.
,.
,e
"
':
:1
l~
I~
Ii
.
"
.
.
.
t;
-.. 'i' 1 '1
(.LnIJ tlMI'I 'NOUYIJlJ
.
I.
.
.
"
,-
,~
.0
l~
II
Ii
.
.. , ,. 'i' 1 ,:,'
(.tDJ)lIAlIM'MOU'ffJl3
.
.
.
.
I "I ';' T
(J;ul) QAllll "ltOUl'1JU
'"
z
o
;::
zv
>-Q~ e
<I- I ~ It
to ~ Vl t ~ e
'" 0 '" · E .
~tn~ ; 0 :Ii
u~~ i ~ ~
5 i
v g
.
~
E
:I:
I
'F:
:1
l~
II
,~
,1
"
s;
~;
."
~i
II
Ii
,1
I ~
.
~ .'
" i
,
<. .
o ~
?
d
I',
1'1
I<!
"IF
"
:z ~
j
a. ~
w ~
I-
z'? ,
0.., ~
~i=olj 0
a1~N ~ ~
::;0" i ~ ~
jl-I-
en'" . ~
owO 0 ~
0:", .
0
z i
c;
0 ~ ~
W
0: ~ ~ ~
0 ~
~ "
" a
" ~ .
~l !"
~B~
1~~~
ill'
,,",' ! ~i'
tic ~ !Z
..s~ E ffi1 1 ,
- ~G 3 ~ ~
la,l ! i '
ill! i! ! I
'11!ll , i
1~ i 6 ~I ~;
~
i ,
, <
I, I
~g! B
1M
I!!~
~"z"'
iI,"~!
"-1'lfO",N
1,lil
."!l
l!!.!
rrfi':\iS'"
II!!!
"~i'
"-~h~
,!m~
i_ 'H'
'iiliiiiiiiiiiiil
mmiimiim
:;;::lIU'lln:'ll.=:n;~:l;\:l.
Oi""!,,.,'I";"l';'
ili.iii. iiiiilii~
jiiiiii!liii Iii
~N~~..~_.~~~~ ~,~
g
c
"
.
,
,
i
.
,
"
. .
's '[
.~ .
,~ ;; 'I
~
.! ~ 71
,
,g ,g
, IS - IS
,1 . , ~ '1 T 1
i 'i' '1 T
(J,DJ) w.DM 'MOU~AnJ ll:!U)GMlM'MOLI.'Io\3U
's 's
. ,~
,~
" ,~ " ..
~ .~ , J
~
" .~ < ,~
,< ~
Ii Ii
IS ,S
- . , , , ,1 . , , , , ,1
(l3:I..OlWlN'MalJ.VIJ1l (.I;w)GMlIl')lDUYoI3U
. .
~ '[ '[
, ,
. :! 'I
+
" l~ l~
,g Ii
IS IS
- . . or "I , ,1 . , '1'1 T ,1
(J.DJ)lW)N'-.!.YjlJ13 tlnJllWlN'KOUV.o.J1]
i .
.
. "
'" ~ E
z
0 .
.=
ZU
)-Q:;: i ~
-< I- 1 ~
m<", l
:::f~:g
:51-0:: .. .
U~U e ~ ~
o::~~
>-- . .
::> . I
U ~ <.
~ .
,
~ . i
,
"I~l
~\.l
... 'I~
...1,
.
's
,~
'I
~~
,g
, IS
,
- " , , 'I T f'
~]J)lWlN'MOIl"1J1l
'[
,
.
'~
:~
,ll:
,"
'.
"
,.
,1
U31l)lWl,,~JfJl)1
'[ '[ '~
, 'w ,-
. ,~ .
,a . :~
~ <I 0"
l~ ~ I! l~
,g I 19
, IS IS
- . , , , ,1 , ,1 - ,
, , , a.- ... 'I l' "
tl.UJllWlll'lClU.vAJ'Tl (.J.n.I) lIIoON 'HllUVA:m WJ.j)lWlH'IlQUVAJ"U
"
c
.
" .
E ~
~ .~
~.
~~
o.
~J
U>
~
,
'W
'.
,~
,i
;~
Ii
I
,
.
.
t
a
; 'I "I T
()nJ)dMlI'llCIllYIo3ll
~
+
.
a
.,
:i
.~
:i
Ii
I
.. L 'I' ;' T ,.
(.WJ)OMlM'NOUYA,7D
.
.
+
"
a
.
'W
:;
:1
'i
'i
I
- .. , 'i' 'i' T T
(.1DJ) IIAON 'IIOUYAnl
.~)~'~OU~AJ"O
o
o
<I
<
"
,
-.. 'l'"I T
(uJJ) dMlI 'IlOlJ.VoUll
.w
:;
:1
'.
"
,B
I
.w
'.
,~
;~
;S
"
,.
I
,
.
o
;i;
a
,
'W
:;
~I
,i
,i
I
,
.,
I>
'.
.~
-i1
:~
'.
,~
,.
I
T
a
+
,
<
"
...,
z
o
"
zU
>-Q~
<>-1
ID~Vl
,,0""
<>-0
-'V>~
UWU
~~
...
>-
"
U
~ "
. .
. -
n
t !:i ~
~p
id
,
s '?
~ .
H-
" , '
~ a ~
"I~I
~M
:r: 'If
"
.
.w
.:
.~
-i1
;~
;.
~
'g
:,
,I
;i
,s
I
T
.w
:i
:i
~i
,.
I
.
.
.. ,;, '1
(.133JJ QI.!IN 'lIOUYtJU
~
a
.. , '/ 'I T
tJ;n.:IlQAOll'!lClIlY/JU
R
~
a
D i' ,
O;D.J)lWlM'lIOllYAJl]
"
.
+
o
a
-.. 'i' 'i' "I
(In.I)lII\IIM'MOllYIJIJ
.. , i 'I , "I
(uJJ)lWlII'MOllY.ulJ
~
+
.
~
~ .. .. "I ., "I
W3iJ QMII 'MOllYfJ[]
,
.w
.:
.~
-i1
;~
'.
,"
;~
I
T
g
~
a
.. "i ';' 'I '1 T
lJ3W QMII 'MOllVAYO
,
"
I>
.!
'~
;~
;.
,~
,.
I
T
I
.. ., 'I 'I' 'T T
(In.I)QMM'NOllVtJtl
~ "
z ~ 0
~ ~ ~
0-
UJ
z!:: i
0'"
~~~ ; 0
~
" ::;0.... "
~....:J ~ i !
ooCl ~
ClUJ", w .
"'Z . , 0
C5 u
0 i
UJ ~ ,
'"
0 ~ .
~ 0
. .
, I
" ~
~
~ Ii,
Iii
oil
h
! ! I!
, , I'
Id i I
!!! ! !
: e ~_J ~=
I ~
,
i
,
,
,
!
i I
"j i
I, !
1M
~~n
'1,:1
I.m
lim
~iE~g;;
"-!l:~t>;!:
'1'!1
~~ .:~ID
~b~bb
~.~-~-~
O~~~7
... .. .t~\Il
~ii;,
[ ...','!:;
an~~
lOl:Ulllllllll:i1l
~.=.~~~~~~~~~~~~~~
!iillllllllllllllll
~~~~~~~~~~~.~~~~~~
!llii!lllillli!!li
~~~~.~..2~~~~~~~~~
o
,N
,
,
i
I
,
lGUlll.J.D;I............
!
I
(.-j.uJ.......Ju i" 7
I
I
i
g
'I
'! I
I
1
i
~
"
,
,
,
(""'O.In'....,,""" "
!
I
i
i
i
i
i
~
,
~
,
t-> 'lJJ.I -.vii .....
!
I
i
i
i
i
i
i
I
i
g
1
!
I
i
i
i
i
i , i i
, i
l..-).~....'M:ItI ; ; ~.m:_'r""' ; ; IlWll).m4_....:rQ ; ; 1OWlIO'm.i.aw.:ru ; ;
i
I
~
~
(-:I.uu.....""'"
.
,
I
~.lJJ.I............ "
I
I
~1I).WJ.....'M:ItI ....
.
,
!:
'I
'! I
, I
I
(--.).WJ............-a ' ,
!
I
~ '
. .
. ,
~ U
>=
zU
)-gliJ I
.. ,
CXl!<.~ tl ~
~ Vi ~!i
~go i..
....JVlO::: '"
u~~ i ~ ~
....
..... .
~ a ~ I
U ~ _ _
~ ~ ~
~ ~ IJ
,. " ,
~ i1 ::
"I~l
~M
... 'IF
... "
g
'I
'!
,I
"
I
.
,
,
~
w
.
.
,
(j
I \; I
I!
~ . !I ~
[ . , [
, I i ~ I
I I I
\ I ,\
i !
, I I "
r I' I;
I! I! I!
II ~ . [ Ii . [ Ii
.
I l
! i i I
I i I
I ,I I I I
.
. .
i ' i '
~J'1D'_"f1I<I1l ; ~'l7ll_WJtI ;
" I 'I I ,~
I; I; I;
I: I: ~ I;
II . !i ; . [ Ii
[ .
I ! I
I I I I I
I I I ! I I
. .
i I
~'J,DJ"'''''''' ' <-J...:u..........
~
1
W-O'l.DIlIOlI'<'AJ1l ;-
, , .
~'Jn.I""""'" I
i
i
li!!
Ii i ~~
I.
- Ii
[ I
I
I
1
~
1
I
!->'l:EU.u..,.." ..
I
" "I'
t....o.J,DJ..-u '
a\ , I .' I r I ~ I
r , " ~ r ~
I! I! 1 I! ~ I! 1
II . [ !I- . [ II J . [ !i ! [
i I ! ! I ! i ! !
I I I I
I I I I I I I !
. .
.
. .
I i I I :
l~'~IICILIw.nl ; (-0 .w1.4\11loTl1 ; w.o 'm/ 0lIII'MN (.-) 'uu .......-ra ,
i '
. .
. ,
U
'"
z
o
0=
zi;l
>-QV1 ii
i1i~ I t:I.....
e::V1 ,!i::
::::I: o~ ;{!l
jl-c::: ;r;,.
0~U ';! a.
0::. E ...
"". "
~. .
G a (, .
; .. ~
~ :! t
.. .. I<:
~ ~ :
"I~I
~Io!
... 'I~
... I,
; i i uS i I
I' I' I'
I! I! I!
U II - Ii
g
, I ,
1 i ,
I l I I I
,
I I I \ I
~ ~ ~ i
, , , .
,
,
,
! ! !
(-:)'iDOlal.w.:m ; (-:)'au-..w.:ru ; ~'aullllU't'J'D
'! i ,
I" I:
I'
I! .1
I.
II - !I
g .
! i ! j
I
I ,\ I
~ i
1
!
(~'UN"''''''''' '
i "
I;
I!
!: II
I !
I
1 I
~ i
, .
!
, , ;
~'lJ],j.......:ra
i
(.-)'UU~ ,.-
i~
I!
II
i
! '
e
!
e
~
i
~
1
!
!
~'J,l:I,j~n.31l i
(-.)',gu_w.:ru ..
e
lIWIOO'j.J;U.u-.,o.ra i
i "
f
I!
!: II
I j
I
i e
~
,
!
~
i
I;
I!
- g II
I !
I e
.1
i
! .
'~'U:U~""" '
ll>-Q.;n;~t
(...o'Q:Ij-.-Q ..
i .
'-
,
, .
!
i
~
,
!
i
~
1
I
.
~
on
z
o
'"
zU
>- Q \X ~
~!< I ,.., tl ~
c:: In ~ , ~
~o~ ~ ~ z
<[1-0::: " :il if
...JUlU C .. j:!
UW 6"'
DO ,.
...
..." "
~ S Tl Of
U "
g ~ .
l.:! ~ ~
ii. ~ ',3
e. i1 :::
Eljll
Io!
:E: iI'l
B
.
I
!
,I
i
.
g
I
I
I
I I . '5 i ,
, , .
r r I' I;
I! I! - I! I!
II . ~ II - ~ II . ~ II
I
. " i I i I l ~- i ~
I I I I
I I I .1 I I I
~ ~ ..
i ,
, , , .
. . .
. .
i i i
~'1DI_'/JU ,- lIMlO.jDj.....1U1I ; {aMIO"au...-u ;
i I '5 I '5
I; I' I'
i, I! I!
I:
II . E II - E Ii
i I i 1 i I
I I ,
I I I I I I
~ ~ ~
, , i , .
i i i
. ; . ; (-.).~~ ;
C-l'lDI-.&""'" ~'):l1l"'w.:ru
15 i 5 I "
I' I' i;
vi I! I!
Ii - Ii . E Ii
1
. " I I .
I I I I I I
I I I I I I
~ ~
, , ,
i ! ,
c-l '.lDl _l4V ; w"oo'.;aJMlLl1\VtI ; '~'OD.loam.:rtl ;
i
i "
~
,
.
!
C.-) 'moo ..-u ;
i
~-
I
~
,
!
. . -
~'m.I--..:rtI '
i
E
I
I
~ !
, .
!
t.-)'.m.t-.vu ;
I ~
, :
n
V1
Z
o
i=
ZU
>- 9: \il ~
~~J, t II ~
::Ig~ i ~ ~
<: c:: ":lI
..J t:1 u E Q ~
U 0:: ~ ~ e ..
5 S : ~
U ,.
S ~ ,
~ ~ ~
in
EI~,
101
... .If
.... I,
[
!
!
i
i
'"
6. ~ ;0,
j:: VI it
Uz ~ ':!
~5 S i
"'~
0'"
>- 5...J ~
< < ~
m.... ~ ~ :ll: ~
,;"c.... t; ~ '"
<I-V'l s '"
~;::I i5 !:I S a
...... u::r: ~ !;: <1.
z u a !::!
0< ". . .
i=~ ....l.
< ." ,.
a:: old ~ ~ g
g Ii: ~ ti
VI .. ~ <oJ
~ ~ a ~
E
X
I~l
I<!
olf
I,
'S I
I' I !
.1
10
ii [ [ [
1 i i -I
, I -, ,
I 1 -I !
~ .
, .
~
;
! 01
~ '1Jl.I _UIU ; (..-I'1Dl_YQl1 ; ~'.lZIA_YAnl ; 1~'IJl.I_'""",, ;
0
0
N . .
0 0
C >- Z ~ ~ . ,
, " 1 < ::>
0 ~ C
Z I t; 00 u :
Z~ >:", ~ 6
, I m <~
p <15 20 .
e' 1 ~
e' N ~ ~~ ~~
I ~ <
,~ ~ ~ !l!;: gj;:i l
I ,
01 ~ 0 "!l! I;;~ .
0 1 0 N ~ I
<z 0 Z 0 ~ ~
. . I ~ ~~
>- ~ N "z "'~
~~ " ~ 0 "" .
u> Z ~ I " !!!o >-~ I 2 ~
1 ::> o~ <0
'" " .,; m~
~ I ~ Z ~o: N ~
.,; "',.. . ~ ,,- .
I .., :i I-gfS ::50 i
+ <{ .., . ,
I "- ~~" ci uQ ~
I < Olll~ Z i i
~~ I 0 >- ::5
w Z~< "
m", ~ 1 <{ Z Qro::E Z 0. ~
<~ u
~~ > e I ~ ~ ::> ~ "
~- z ~ ;:;~tJ 0 ~
::>~ 1 Z "" ~ ~ ,
ci~ ~~ .... t3~a
1 0 (Il ~ Q E
~ I~I
<< om 15 ~ ~V1g: <.>
I <
",0 0. I- '" z
~m 0.>- I U ~ ::E~....... ~
-'" ~~ 0 .., ~
,.~ I w 0 > ~ ~a~ ~ 14
~ ;:: ~ ~ ::a:
?:i ~=' I (f) ii:1.J ...J~>- w 'If
~ -~ j ~
gq ,.- ~~ I w'" ::$I-m ~ I!
:J", ..,
1 "" ,,0 fSt;8 ~
~o ~~ ei~ <
~z I !< ~ ~
9::~ 1 i3~ ::lZ~ Z
!!!~ O~ 0
o.~ ~ I 00 ~n:;5 ~
~~ ~~
~" I >-~ ~~~
!l!~ i~ <0 w
I ,.~ ,,~ ~
'" ~~ I :J~ ~~< ~
u~ 0; ~~~ ~
"'0 I ~~ ~
QZ <'>0 ~ <U"" <
I ~
0 ..: N ,.;
I Z
0
<Xl .... 0 ....
I
(a^~N) 133, "^3l3
'"
..;
"
..;
"
..;
'"
'"
'"
..;
4:
'"
..;
"
'"
'"
",.
'"
..;
'"
..;
oil
'"
'"
..;
~
~:~:
..;
4:
'"
",'
."
..,.
0,"
...'"
>-
<
~
~
0:
~
o
..."
'"
..,.
~~
~
w~
wo
~z
'" " "
" ~ >- .
0 Z '" ::J , "
, " "' u
~ 01 1;; "0 ~ i
Z~ z~
. "1 a> "'"' <eO
EB I W ",0 >-~
~~ ..
. ~ ~'"
" . 0:: ~ ~i!: ! !
E ~ Ow
" " ~~ >-~ I
~~ N "'''' i ~
w
~ ~~ ~-'
" I: " '" ~
"h ~
;;-..,;;; " "''' >-'" ~ ~
.. . ,,~ "'0
E'ofo ~ -' .,; "'~
;<!;;:~ " WO: N '" .
u>, Z ,,~ . ~ ,,-
'i :g~ :I" . .. .
ci u" ~
< 0>-< Z ~ 0
"'z > :I
" Z~< ~ i
Z Qw:::li Z a. "
w !<..JI- " ::J ~
I< >~U >- ,
w ",<w
-' u"~ 8 E I~I
~ "",0 U
'" W ~
" V> a. Z
::I~w w
"' ~ 10\
w ~oi= ~
~ :c "If
a. ~
5:w :i~~ ~
~ ~ I!
~o ii:I....O ~
~~ ~o~ <
<" < U V>
5>- ,"Zw z
~~ ,,~ 0
w 00 ~5o ~
~~ >-w ~~V>
wO V u~< ~
~z <0 ">- -'
V "'>- w~~ ~
v; ::l~ >-O~ ~
-x ~u.o( ~
~ :);>- <
>-
0 N '"
Z
~
~-
g~
~o
~z I
~< I
~ a:~ I
~
!;;w ~~ I
",1;1 ~~ I
'"
~x x I
<u u>- I 0
~!!! "'0 0
uo oz I N
I
I
I >-
I w
<( w
I I 4-
~- I
~~ <( ci
a>W I
"'"' u
:no;: I z
=>" I Z <(
~~ " 0 >-
"", > I to
<" ~ is
"a> z I I-
~x I U 0 w
ij I W 0 >
>-~ I (/) ;::
"'- :I
"'~ w I
:::lw w w
0:'" V> I '"
V> I
;, I
'" I
+ I
I
I
I
I
I
0
J: .,. 0 .,.
'" I
(OADN) 133'; "A3l3
'" ~ "
N 0 ~ ~ .
z <<
0 0 ~ => C .
. ,. 00 u
w z~ z~ ~ 8
~ <<~
, ~ <<" 20 ,
~~
p w Ww <<
" W
E.'= ~ ~i= ~<< i .
o' ow i
.. 0 ~~ ~~ ~
rilL N ~<< .
~ ~~ w ,
E;::O ~~ ;
0 < . i
E -r '0 " "'0 ,.'" e ~
~=;~ '" Ow <0
0>' ~ .,; <D~ ~
" ~~ . N '"
Z m ,,- !
'i :g~ :10 . ~
<< O~< ci UO g
"'Z > z ? i
0 ZW< '" :I . I
Z 91Il::i Z ~
w ~ ~
~ ,<-ll- 0 =>
X >~" ~ .
W <<<<W
::I "", 0 E
><",0 w I',
<< w ~ "
I ~~ Z \:-
~ ~~~ w
~ !.II
w w
EO)- ~ ::E:
~ w illi
O::"J -,5:!>- ~
" ~l-lD W
~O ~~@ ~
~~ <<
<< " '"
5~ ;>ZW Z
"'~ OOC 0
00 ~6i5 <=
<<
,.W W"'''' >
<0 "oc<< 'j
X~
"'~ w~<< w
V; ::Iw ,.ZW ~
~~ ~S~ ~
w <<
~
0 N '"
%
w
g~ I
I
1;:.., 'j~ "'0 I
~ot ~OC WZ I
<<W ~<<
"'lU(7l ~'" ~ 0:" I
!:3ii: w ~
t>-~~~ !<W w I
ci~ "'~ ,-,,,,
~~ 1 0
" ....N <<<< ~~ <<w 0
~"'~~1I ,,0 ,,~ I N
~~ ,,~
.Q1C)CJ:: ~~ "'0 I
"'lQZ~r:: i1ri "0 oz I
I1Ua:luu ,.:1
l-::l!:i!iii: <<~ I ~
"'- I
:::)--~< ::I.. "'
UI"....O<.)U <l: w
Bi~ I ..
I I
I <l: uS
u
I z
I Z ""
~
I 0 </>
I l- e;
1 U 0 "'
I w 0 >
I V1 >=
I j
"'
I '"
I
I
I
't/ 't/ I
I
I
I
I
1
0
w CD ... 0 ...
~: ::::5 (aA~N) I
~% 133, "A313
o
N
,
.
,
p
"
E ~
~~
oJ.
~~;:::
..0
~~~
u5~
~
~
!;(~
"'~
~
~;!
~i;i
u15
~
~
0-
~o
v-o
~%
"..
~~
~
g
~
z
~J:
----------
c----
,
0
z ~ .. .
0 .. ;,
1;; Ov- ~ .
" ~~ "
u c ,
l:; ..5 z'" ~ 6
~ :;:~ 20
~ "0: !;(~ !
0 "'..
N <I~ ow ~
~ v-;:'j ....'" I
0 ~% ~.. ; ~
" v- "'-' ! ~ ~
" -0 >-" .
o~
" ~ ,; ..v- I ~
z ~- mO ~
~~ N "-
'" I-ti~ ~ ,,'!2
~ow
.. o~~ ci :sO . .
0 v-" UO " l
zw~ >
z ~ z ! ~ i
~ gal::f Z :s
~ .
x ..~~ 0 "-
w >~u ~ " ~ t
....~ i i
:J u~~ "
.. xv-o ~
~ ~ '" u E
v- v-"- % I~I
,,~ ~
~ o~1.oJ ~
"- ~,," ~
iLi.J ~ ~ ~
:a!~1ii ~ 101
~>f ~ :E:
~" -~ ~ "If
~ e5u...O !li I,
..~ !;(O~
,,~
u~ :I::Z:~ v-
"'~ V1~!:!: z
00 0
l::l0C "
~~ u"v- ;:
",g x~.. ~
~ ~In.. ~
~~ ~
~~ >-z~
%"~ ~
..u<( ~
<(
.; '"
..;
,;;
~
~
o
z
,
"
L
z,
."
","'0
5gJ
~
"
~~
! ~ =1
. ~ i.
" ~ ii~
I
.
0
-'
;;;:
>-
'"
Cl
~ ,:
. ~~
il ~
~ .
.
.
,
(I)
--'
<l:
0-
W
o
>-
<l:
3:
--'
--'
0...
(I)
~
~
.
~
~
.
o
~
w'
"<
<"
. -
w
~~
0'
~
5
p
"
~
o
i~
U
I
U
z
o
>=
u
'"
V1
,
I'
II
,
~i
.
!I
I~
il
!I
,!
!I
1\ I:
I' I'
, '
, ,
ld
~~
i~
z
o
>=
<
>
'"
-'
'"
'"
Cl
Vi
~
0>-
,,~
g;j
O~
"'~
o
>0
o
zoo
z
o
-V>
~~
<:-
~<:
O~
~w
v>O
w
<<>-
<:
~~
m~
,,0:
:5 V>
"
t "
. .
. .
n
dl
. .
e E i
!
. ~
. I
~ ~ i
~d
tt
~
~o
N";
++++
V>
z Iii
o
~
~ Lo.~
-' 0:'
w a..~
~ eBi
~..;.;
-'
"- ~
V> 0
~ .
:;i~
~5
:l;"
i5
E
:J:
o
M~
zo
tZ
~
~o
.to
++++
I~l
M
'lr
I,
_NI"')~
z z
o 0
. _ a. Eju
S9~ ~~ 0=...
~ ~8:::i ;..;Bli! -<!:iED .,;
~ ~~o .;~~ ~g~ ~
~ g~~ ."'9'" CO. ci
_ -::1 '" w~~ >
/:) vi8 >-5::! ~o..~~ ~
z C) o.....:r::t: z....-
~ 3"''''' ~VI~ !aQo~ g
w .~'" ~~VI :z.g~~ c
::l ~::J:~ x~t:i alll::.w ~
~ ~~:5 ~glr ?:ztfj5~ 15
. ..... It ~ .'0'" a::
~i:l ~~a <(~~ ~u~~ 5
~;r; :i~U :ii!-'" z:I:Uo.. a::
;;:"- m~~ <~~ l.:I~>-ti...
o C) - !n.....z.O ~
~Il. =:<i!~ :g~~ -OV'l'< <;
I-~ ti;s8 ~Viz;....: ~uG~ ~
~w ~uv> g-,~;:: <.liiiiio Q
:J: '2;:)::1 ::X:<v ..,1.oJ t-
n.!- 00::0 ~a::l~ ::JoO~;:::
g... U(;j= r;::~:=~ ii:~lX:!;;: ~
...i5 ~o~ w......~a lII~~tn ...
J:~ ox!::: ::C:Z:ou IoU ilXl....l
I- u<w ........u< i=~Vi~ ~
...n "P ,..: a:i
i3 tJ ~;;;l-tJ
t:iIl:W ci'lii VI e:i::l
t:i~~ ~ :::od=~
Wl.:l~lfl I- ZW u....
m!;<lol OW g~~~-';...
~~~: ~;:: ~~r~~."
::EuD::;i ~j;j !:!:~9-l'ii:l"l
X~.:I: u~ "'U3: .c(;t;
~ ~1Il ~ ~o.~~~."
x:::!.c(:::I "'~ ...
l,n~::E~ . 1..1..... ::l~t.P5~l..oJ
2l~..c~~;::~ ~~~~o:~
.........<<lIll..oJ 0 11))0- ~
1II::10WZ;Z:U l..I::!c....;:i;:t.'
~81112~ t:J~ ....::;Ilil.'~O
Cl..c~l=1oJ ~III 0::'" :!Os....
~:r5~rn lII~ ~sg5u;j
!f~~~w ;Z:lII , !!!=c:~u....:..:J
o . 0 ~...lD:: D::O;i::I:C< ,
;Z:OI..l~~ u:i~ QOa:!:::i~~
..c~~<1i: ~x~ ~~~3:~loIQ
~E1Il2lj ~~~ .....oi!5':~~tc
.. ....l-Ul..oJO u:z'" ~zu ILl.'
~ IoJgJ:!Ot;oC loJui ~~IoJ~g~~
I- 2:~g:e;g j!:N~ ~!:::!!:~!!!~~
o Ulll~lIl...a:U
z": N"';
1
,
.
~;:
:~
=':[;1
>N
~
~
~
z
o
I-
<l:
OC
o
I-
U1
W
OC
<l:
w
OC
<l:
...J
<l:
U1
o
0...
U1
o
~~ w
i=~"'i!'
~""e
fuOO. ~"
f""li~ .... ::l
.~~. a ~ ~ w
;r;i~" J,;:j....In !..... ~
!l!li... "4'", j;!:ct:l a1". .-~
."w" . ~- g -
~25::l j~ ~o(~n: ~
_kli!5~ ~ ...... "la.!I- 0(";
~i~~~ ~! I~I L!!! :~
t; ag VIi! a:~~ "18."1 3~
~i~'~ ~~ ~~J~~~ ~ ~
~ "~u ~. ."0. ..- .~
~li~h: ~~i ~h!~ h
~'.~~ .~ ~~; .w... ~:
e~8~8 .~ .I~ ~~~~~ 1>"
s..!a~l;! ~ ... i;' N__
... :>000... ~ i!'i ",!i
(j -::- ~NV\ NO::': ::i g
:z: -:;, !:i...
~....
-.....:::>..(IJ~
... ...............:,...........-:-:.:-:-:-:-....~
<( ... ....
"
..
~D
~:~~
..:.:::::::::#:::::::::::::'"
~ :
.0
..,
""
- .
~ a E
:z:< .. i!i
,..ON
<i='" a
CIl:Vl t! ~ ~
,"0< E . ·
::s t1 ~ a e ~
U~: ~ ~ ~
< ~
~ S ~
~ ~ S ~
Cl ~ ~ ~
. ~ g
< . 0
E I~;
... !i'-
... It
z
o
~
..,~
""g
~
<(W
w~
"'~
<(0
~l
8?
~~
05
<
~
"
"
N~
""g
<(~
w"
"'~
<(0
-'~
<(,
"'.....
0+
"--
~~
o~
u
<
FDEP Permit Modification #2
Clam Bay Subcommittee June 17. 2010
VIII-4-a New Business
293 of 371
~~.::i,;'':'' ~~t~:O~'~..v;.,.~. "'"...
..h' ~
..",,"' ~ . I"
~~ -~F t
~\j,':i- \
E' FLOR~- 1
- -
- -
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
294 of 371
,
/
Department of
Environmental Protection
Marjcry Stoneman Douglas Building
3900 Commonwealth Boulevard
Talbhassee. FlOrIda 32399-3000
David B. Struhs.
Secretary
Jeb Bush
Governor
CERTIFIED - RETURN RECEIPT REOUESTED
February 16, 1999
Collier County - Pelican Bay Services Division
cio Ms. CJoe Essex
Turrell & Associates. Inc.
3584 Exchange A venue. Suite B
Naples. Florida 34104
'-'mice of Pennit Modification
Pemllt :'\0. (J 128463-00 l-lC, Collier County
Project: Clam Bay RestoratIon and Lon!!~ T enn Management Project
Re: Mangrove Trimming
Dear Ms. Es"ex:
Your February 4. 1999 request to modify this penn It has been receIved and revie\\ed b,
Department >tafT. The proposed pennit modificauon is to authorize minor rc\is10ns to the
mangrove trimming procedures pursuant to site \ erification by staff from the Department's
South DIStrict Office,
The February 4. 1999 field site visit revealed that lateTal branches, trunks, and some roots
located at the waters edge will need to be trimmed do\\n to the wateT surface at selected
locations in order to provide access for the contractors equipmeClt mto the interior reaches of the
Clam Bay system. The minimum width required fur construction access will be identified by the
approved wetland blOlogist and all branches and trunks proposed for trimming will be flagged
for field approval by stafT from the Department's South District Office. Since only the
minimum required width will be approved by the Department in the field, there may be selected
situations once the contractor progresses through the channel wheTe additional trimming may be
required that was not previously field approved by Department staff. In these selected cases, the
pennit condctions have been revised to allow authorization by telephone approval from
Department ,taff. Best management practices pursuant to the trimming procedures in Specific
Condition 7 will be utilized at all times and superv ised by the approved wetland biologist to
ensure that only the mimmal amount of trimming and removal Dfmangroves is conducted. All
trimmed mangrove parts greater than one inch shan be removed from the site for disposal in an
upland area to prevent restriction of tidal flow within the interior channels and mangroves.
'Prater..."!, Conserve and Manage Flonda's EnVironment and Notural Resources"
Pl1nted on r~crc.'t:d paper.
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
295 of 371
Notice of Permit Modification
Collier County - Pelican Bay Services Division
Permit No. 0128463.o01-JC
Page 2
Specific Condition 7 shall be revised as follows: (5tFiI(.thFe~gh5 aFe deletions. underlines aFe additions)
7. A minimal amount of trimming and removal of mangroves will be needed to conduct the
authorized activities in the smaller interior channels, These activities are to be supervised by the
Department approved wetlands scientist described in Specific Condition I above. To ensure that
the biological health and productivity of the mangroves are not adversely impacted to a
significant extent, the following mangrove trimming procedures must be followed, pursuant to
Sections 4039321-403.9333, Florida Statutes. Only once-per-year trimming of the mangroves
needed to conduct the activities authorized by this pennit. and to maintain the canoe trails is
allowed; no trimming of mangroves to create or enhance views within this ecosystem is allowed.
Prior to trimming or removing any mangroves, the species of the trees must be identified and
tagged by a qualified biologist, wetland scientist(s), or botanist and verified by staff from the
Department's South District Office in Ft. Myers, or the Bureau of Beaches and Coastal Systems
in Tallahasse<:. If additional trimming of trees which have not been previouslv field verified bv
Department staff is necessarv to allow construction access to the work locations bv dredge
equipment and machinerv, it mav be negotiated bv telephone bv the approved wetland scientist
and staff at the Department's South District Office. This work will be supervised bv the wetland
scientist and a recordilog compiled on each occasion and submitted by fax within 24 hrs. to both
the Department's South District Office (fax 941/332-6969) and the Department's Bureau of
Beaches and Coastal Systems (fax 850/488-5257). All trimmed mangrove parts greater than one
inch in diameter shall be removed and composted on the uplands to prevent further restriction of
tidal flow within the interior channels:
Live Ma"\!rove Trimmi"\! Procedures
a. Maximum Diameter- No white mangrove tree with a single trunk diameter greater
than twelve inches dbh (diameter at breast height= the diameter of the tree at 4.5 feet
above the substrate) may be top trimmed. No black mangrove tree with a single
trunk diameter greater than eight inches dbh may be top trimmed. No red mangrove
tree with a single trunk diameter greater than one inch may be top trimmed. Where
the location of an individual tree/trees prevents completion of the activities
authorized by this pennit by way of blocking access to work locations bv equipment
and machinery, these guidelines may be waived with prior yerification by
Department staff (on-site or negotiated by telephone bv the supervisory wetland
biologist). A log must be compiled of any trimming not previously field verified bv
Department staff and submitted by fax within 24 hrs. to both the Department's South
District Office (fax 94l1332-6969) and the Department's Bureau of Beaches and
Coastal Systems (fax 850/488-5257).
b. Top Trimming- White and black mangrove trees within the specified trunk
diameters may be trimmed to a height of four feet above substrate. The limit of tap
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
296 of 371
Notice of Permit Modification
Collier County - Pelican Bay Services Division
Permit No. 0128463-001-JC
Page 3
trimming for red mangroves within the specified trunk diameters is 6 linear feet
above the substrate. Top trimming shall not occur from May I through September
30. No more than half of the canopy of the tree shall be trimmed. No white and
black mangrove trees less than 4 linear feet in height shall be trimmed. No red
mangroves less than 6 linear feet in height shall be trimmed. Where the location of an
individual tree/trees prevents completion of the activities authorized bv this permit bv
way of blocking access to work locations bv equipment and machinery. these
guidelines may be waived with prior verification bv Department staff (on-site or
ne~otiated bv telephone bv the supervisorv wetland biologist). A log must be
compiled of any trimming not previously field verified bv Department staff and
submitted bv fax within 24 hrs. to both the Department's South District Ot1ice (fax
941/332-6969) and the Department's Bureau of Beaches and Coastal Systems (fax
850/488-5257).
c. Removal of Lateral Branches- For white and black mangrove trees, lateral branches
originating between four and fifteen feet above the substrate may be removed from a
trunk of any dbh. For red mangroves. up to fifty percent of the lateral branches
originating between six and fifteen feet above the substrate may be removed. In
multiple trunk trees, the trunk having the greatest dbh is designated as the primary
trunk; others are designated as lateral branches. Where the location of an mdividual
tree/trees prevents completion of the activities authorized bv this permit bv way of
blocking access to work locations bv equipment and machinery. these guidelines may
be waived with prior verification bv Department staff (on-site or ne~otiated bv
telephone bv the supervisorv wetland biologist). A log must be compiled of any
trimming not previously field verified bv Department staff and submitted bv fax
within 24 hrs. to both the Department's South District Office (fax 9411332-6969) and
the Department's Bureau of Beaches and Coastal Systems (fax 850/488-5257).
d. General Prohibitions-
I) No herbicides or chemicals may be used to alter mangroves.
2) No burning may be used to alter mangroves.
3) No deliberate damage to prop roots, pneumatophores, and regular roots.
4) No cutting of any mangrove that serves as breeding, nesting, or roosting area
for colonial water birds; or is used by endangered species, threatened species.
and species of special concern for breeding, or which is routinely used.. by
endangered species, threatened species, or species of special concern, as listed
in Rule 19-27, F.A.C., and 50 CFR 17.11-12; or contains a nest or nests of
protected solitary nesting birds as defined in Rule 39-12.002 or 39-27.002,
F .A.C.. except where a permit has been issued by the Florida Game and Fresh
Water Fish Commission, or, where appropriate, the U.S. Fish and Wildlife
Service, to remove the nest or nests.
Clam Bay SubcommIttee June 17, 2010
V1H-4-a New Business
297 of 371
Notice of Permit Modification
Collier County - Pelican Bay Services Division
Permit No. 01 28463-001-JC
Page 4
After thorough review the staff has determined that the proposed alteration does not increase the
potential for adverse impact on the coastal system, public beach access seaward of the mean-
high water or nesting sea turtles and hatchlings and their habitat. and that the proposed alteration
does not reduce the design adequacy of the project. Since the proposed modification is not
expected to result in any adverse environmental impact or water quality degradation and is
expected to be of environmental benefit, the permit is hereby modified as requested. By copy of
this letter and the attached drawings, we are notifying all necessary parties of the
modification(s).
This letter of approval does not alter the July 6, 2008 expiration date, other Specific or General
Conditions, or monitoring requirements of the permit. This letter and accompanying drawings
must be attached to the original permit
This permit is hereby modified unless a sufficient petition for an administrative hearing is timely
tiled under sections 120.569 and 120.57, Florida Statutes, as provided below. The procedures
for petitioning for a hearing are set forth below. Mediation under Section 120.573, F.S., is not
available for this proceeding.
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. The petition must
contain the information set forth below and 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.
Because the administrative hearing process is designed to redetermine final agency action on the
application, the tiling of a petition for an administrative hearing may result in further
modification of the permit or even a denial of the application. If a sufficient petition for an
administrative hearing or request for an extension of time to file a petition is timely tiled, this
permit modification automatically becomes only proposed agency action on the application
subject to the result of the administrative review process, Accordingly, the applicant is advised
not to commence construction or other activities under this permit modification until the
deadlines noted below for filing a petition for an administrative hearing or request for an
extension of time has expired.
Under rule 62-110.106(4), Florida Administrative Code, 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, before the applicable deadline. A timely request for extension of time shall
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
298 of 371
Notice of Permit Modification
Collier County - Pelican Bay Services Division
Permit No. 0I28463-001-JC
Page 5
toll the running of the time period for filing a petition until the request is acted upon. If a
request is filed late, the Department may still grant it upon a motion by the requesting party
showing that the failure to file a request for an extension of time before the deadline was the
result of excusable neglect.
In the event that a timely and sufficient petition for an administrative hearing is filed, other
persons whose substantial interests will be affected by the outcome of the administrative process
have the right to petition to intervene in the proceeding. Any intervention 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.
In accordance with rules 28- I 06.111(2) and 62-110.106(3 )(a)( 4), F.A.C.. petItlons for an
administrative hearing by the applicant must be filed within 21 days of receipt of this wTinen
notice. Petitions filed by any persons other than the applicant, and other than those entitled to
wrinen 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 wrinen notice, whichever occurs tirst,
Undcr section 120.60(3), F.S., however, any person who has asked the Department for notice of
agency action may file a petition withm 21 days of Teceipt of such notice, regardless of the date
of publication.
The petitioner shall mail a copy of the petition to the applicant at the address indicated above at
the time of tiling. The failure of any person to file a petition for an administrative hearing
within the appropriate time period shaH constitute a waiver of that person's right to request an
administrative detennination (hearing) under sections 120.569 and 120.57, F.S.
A petition that disputes the material facts on which the Department's action is based must
contain the following infonnation:
(a) The name and address of each agency affected and each agency's tile or
identification number, if known;
(b) The name, address, and telephone number of the petitioner; 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 are or will be affected by
the agency detennination;
(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. Iflhere are none. the petition
must so indicate;
Clam Bay Subcommittee June 17, 2010
V1l14~a New Business
299 of 371
Notice of Permit Modification
Collier County - Pelican Bay Services Division
Permit No. 0128463-001-JC
Page 6
(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;
(I) A statement of the specific rules or statutes that the petitioner contends require
reversal or modification of the agency's proposed action; and
(g) A statement ofthe 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.
A petition that does not dispute the material facts on which the Department's action is based
shall state that no such facts are in dispute and otherwise shall contain the same information as
set forth above, as required by rule 28-106.301, F.A.C. Under sections 120.569(2)(c) and (d),
F.S., a petition for administrative hearing must be dismissed by the agency if the petition does
not substantially comply with the above requirements or is untimely filed.
This action is final and effectIve on the date filed with the Clerk of the Department unless a
petition is fikd in accordance with the above. Upon the timely filing ofa petition this order will
not be effective until further order of the Department.
This permit modification constitutes an order of the Department. The applicant has the right to
seek judicial review of the order undeT section 120.68, F.S., by the tiling of a notice of appeal
under rule 9.110 of the Florida Rules of Appellate Procedure with the Clerk of the Department
in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, 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 of appeal must be tiled
within 30 days from the date when the final order is filed with the Clerk of the Department. The
applicant, or any party within the meaning of section 373.114( I )(a). F.S., may also seek
appellate review of this order before the Land and Water Adjudicatory Commission undeT
section 373.114(1), F.S. Requests for review before the Land and Water Adjudicatory
Commission must be tiled with the Secretary of the Commission and served on the Department
within 20 days from the date when the final order is filed with the Clerk of the Department.
When there has been no publication of notice of ageney action or notice of proposed agency
action as prescribed in rule 62-103.150, F.A.C., a person who has actual knowledge of the
agency action or has knowledge which would lead a reasonable person to conclude that the
Department has taken final agency action, has a duty to make furtheT inquiry within 21 days of
obtaining such knowledge by contacting the Department to ascertain whether action has
occurred. The Department shall upon receipt of such an inquiry. if agency action has occurred,
promptly provide the person with notice as prescribed by rule 62-103.150, F.A.C. The
Department does not require notice of this agency action to be published. However. the
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
300 of 371
Notice of Permit Modification
Collier County - Pelican Bay Services l}ivision
Permit No. 0128463-00 I-JC
Page 7
applicant may elect to publish notice as prescribed in rule 62-103.150. F.A.C., which constitutes
notice to the public and establishes a time period for submittal of any petition.
If you have any questions regarding this matter, please contact me at the letterhead address or by
telephone at (850) 487-4471, ex!. 123.
Sincerely,
Robert M. Brantly, Jr.. P.E.
Professional Engineering AdministratoT
Bureau of Beaches and Coastal Syslems
RMBikjm
cc:
Todd Turrell, Turrell and Associates
Harry Huber. Collier County
Ted Brown, Akennan, Sentertitt, & Edison, P.A.
Michael Pofr. Coastal Engineering Consultants
Jon Iglehart, DEP- South Dlstrtct Office- rl. M, ers
DEP, Office of General Counsel
Chip Clough, C ,S. Anny Corps of' EnglOeers
Mac Hatcher. Collier County Department of Natural R~sources
Kyle Lucasz, Collier County- Pelican Bay SCf\lCCS DIVisll1n
Davld Guggenheim, TIle Conservam:y of S\V Florida
Dan Spina, Save the Bays, AssociatlOn
Kay Potter. Mangrove Action tIfOup. Inc,
DEP- Bureau of Protected Species Management
File
FILING AND ACKNOWLEDGMENT
FILED, on this date, pursuant to Section J 20.52, Florida Statutes, with the designated
Department Clerk, receipt of which is hereby acknowledged.
Deputy Clerk
Date
USACE Permit Modification #1
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business
301 of 371
~
=
a~
~~
~~
=a
=f
==
~
---' ,-~
III
Z
o
....
u
w
III
z
S
0..
..J
<
III
~zzzz
1Il2222
01-1-1-1-
uuuu
xwwUJw
UV'lVlI/lVl
< I I I I
-A' WV1VlVlVl
-. (DVlVltnVl
~ 0000
< a?J5555
z
V'I~V'lVl ~VlVlVlVlVlVl~~~~ 0
ZWZZ <ZZZZZZ ~
2>22 ~222222:;::;::;::;: <
~ 1-1- ~I-I-I-I-I-I-wwww I-
~UZUU~>IIlUUUUUU---- W
~w<ww>>_wwwwww>>>> ~
WV'l~V'lVlWWQVlVlVlV'lVlVl w
5 10..1 155 I I I I I I ZZZZ >
III IIlIll ~1Il1ll1ll1ll1ll1ll<<<<
z(f}I(f}VlZZUVlVlVlVlVlV1~~~~ ~
<0 oo<<<ooooOOo..o..o..o..lIl~
~~~~~~~w~~~~~~ ~
a... U ~u U a... a. CD u U U U U u I t I r:< old
I I ~ I I I I I I I I I I 1 _N~.~N
'll:Ibll:lb'O~
__NN""....q..q""lt'''''Ct.....q..q.
~~~~~~~~~~~~~~<<<<~<
WWWW<w
I-I-I-I-I-I-I-I-I-I-I-I-I-I-~~~~~~
~~~~~~~~~~~~~~<<<<~<
UUUUUUUUUUUUUU~~~~~~
WWWWWWWWWWWWWW<<~<~<
~000000000~O~OVlVlVlVl,VI
aOOOOCCOCCCOCC~~~~~~
~~~~~~~~~~~~~~~~~~W~
~oaoooooooocaoaoaca~o
w . . . . .. .....
I . , . ., . .O_N~~~w~ro~a-
~N~..q~~~OO~__________NN
Z
o
;::
<
IX
o
....
III
W
IX
..
.
-
"
,
u
I
I
"
-
~
~
.
~
v
O:)tXl" JO sma
z>-
~g~
",...'"
,,"
::fO"
:stiw
u~o
"'z
E
:I:
I :
.
H
Ii;
I ~ ·
. ~ I
~ ~
H
t
i
Ii
I~I
"Iii
"
~~
()~
()Z ~
'OO)N
D.._0)1.L
~I-O)O
O)<!~
f:2u -~
NL.L<OI-
O_NW
<OOa:iw
gsOwI
~::2I.L(/)
-~
.~ .._....,~.;~.i~~ "'"'t"'.., .- ~~.~~.. . .
,..~~'.._ .,_..'f ' 0('_ . ~
.......~~ . .~ .
z ,
:'i
Q.
~ ;,
z - i.=
>: Q ~ (l
~~i ~ ~
~O~.~~
...J t;) 0 ~ 1 ,;
u UJ t.9 B ?:
0: Z "
i3 1
iil '
gs a 'i
Q . ~
r ~ ~.
~ : ~
.. 5 ~
~!:
r'
,I'.
. - hI,
'i";
I'
,I
- !,
- .,
j! 111
sa '; ~ ~ ~
I~& i ~ I '
IJh I
I[~ \ : 5ftJ'~ ;
... I I ~,
" "
i "
id
~, ~
~JG;
\I'~
;l1j!;
Ilii~
_,'II
Mel
Uill
i'"i'
I!ij,i
iiiiiiiiiiiiii
miliUm!!!
,-<>-. Ii': ~
~ a "~
"
~~
u'lt
UZ ~
o:.OmN
:::;..-mLL.
~~~o
r--U .N
Nu..tCll-
O_NW
gsOcriw
mOWI
~:2u..U)
I ,
. ,
'" ~ t
z
0 I
>=
ZU
)-Q~ .
~~.h i S !
"'", - ~
;zoo ~
:5t:i5 . - ~
u~..1 ~ .
~
~ i
w ~ i
0 ::>
~ U ~ <
~ ~ ;
<Il
3 E
w~ ~ . ! ~~
~Z" , U'll:
<Il~<<> E
E"J.o I', UZ ~
-'-.. 'OO"lN
-::::0 1'\
0><<> Io! CL_O"lU-
::I: ~f-O"lO
.l~ O"l<l:~
I '~ I '0 I, g: u . C')
, , ,S NCi:<Of-
, O_NW
'I :1 <oDa:iw
g;OWI
!~ !~ ~:::iU-(/)
IS IS
1~ Ii
,I - ,
, , , .. - .. .. , "
, , .
l.1nIl~'lIllUTATO l1.nJ'_"Mml'M'tl
.
'g 'g .~ '0
~
, :; , ,-
0 :1 . :1 ~ :1
; ~ .
< ,~ ~ !~ !~ < ,~
. .
IS Ii IS IS
I~ IS 15 11i
,I . . ,
- .. , '( 1 T W:Ul ~ _~,o\Jt] , " ';' ~ 'I' ~ " u.wJ ~ ~T~ , "
l1J1JlCW>>l'llOU'.IJO l.l.:n4 IWlIl 'llCUTM1J
,
'g .~ \ 'g '~
, ,- , , "
0 :; 0 .i j 0 ..
~ - J . J
. .
" 0
< ,~ ~ II ,~ ~ ,I
.
1i !l !S Ii
!~ ,i 11i I~
. " T' , ,I , I , , , r'
t.LnJ) ~ _;.un W1JllWl~ 'M:!U'>\JTl lJ.nJ)~-I.cu~....nl (,uUl_'>IOUTJ\:T))
'~ '5 'g \ '~
,- ,e , , :i
8 :1 .i :; 2
~ J 0
" I~ ,I ,~ ~ ,I
!! !! !! !i
!I I~ !Ii !~
. . , I , ,I , ,. t ,I , I
tLDJ) GN* *.'AJU tLwl ~ _~U'l3 tlXU1QHlll"l<<lU'MTtl tl..WJ_~;.u'Il
z
~
w
....
z~
O ~
>- _ M "
-< ti <ld ':( cl
a:l a:: N ~ '"
~ 0 ~ td '.{
:5 ~::> ~ ~. >:~.
u l.U U ~ 'u _,
cr t:l ~ ~
;;; ,
" "
~ ~ ~
~ 5 ~ 1
~ !
~ ~ ?
~_l;'
w ~~ ~
Ii!'
iF'
H'
ii! ! i
"., !
!!~ ~ ~ ~
BOlli e !
Iu !! ~
lloll I.
1m 1 : t} ~
, ,
,.
I
,
i
,.~ :
o
~~
U'llo
UZ ~
'Oc:nN
Q.-c:nu.
=f-c:nO
c:n",~
co U .~
I'--<.Of-
NU.NW
0-
<.00 'w
0) 0 Sh:
~~u.Cf)
! .
.. ,
! ,
111
i!ll
I'",
~:t5a
""!
'!o!..
hi':
~i;h
h'~t~
fIlii
g.!I~
lc'~~H2
i_ ,.
iiiiiiiiiiiiiili_ ,
iilliiiii!!!!!!!
~aAZ..~la2~A~1_~
iiiiiiiiiiiiiiiiii.
..__r..__.~._h._ ~ I
munmmm ~:
~.....~..~;~~!~!~ !
o
<;
N
'"
.
C
~
~
.
,%!
E
E
8
D
~
'f)
>-
ro
CD
E
ro
U
~
"'
-
o
<0
o
"'
, T 1 T
UJ:Ul_'lQj.YIJD
'[
:1
!I
.1
I
;;
:
'g
:1
;1
'i
,i
I
~ ."
,
V> ~
Z
0 <
;;:
ZU
>-Qiii
"'~r i 8
"''''v> ~ '
:::!g~ ,
~o ,
jlll~ C 1 ,
UW g
~N
~ .
~ ,
::>
u i ,
~ ii
~ ~
,
E I"
I'i
!.!I
:t: j!l\
.
"
- . ,
(mJJ lWlOl .:.w~1Il'U
's 's '[
,s ,s
~ :1 ~ :1 ~ :1
~ ~
~ !~ ~ ,~ . ,~
.
!i ;1 !i
!i !i ~~
. . ~--'i 1 ,1 . o 'It
. , 'i' ':' T " . . , "
W1JJ GA:lII1fOU'ftJ1J (UlJ}lWlPl'llOU'#JD un.o CWlIf 'lQifATQ OZ ~
'OmN
9::-mu.
~I-mo
m<{~
'g '~ 'g g: 0 . L{)
NU.<OI-
, ,- _. :1 O_NW
. :1
. :~ <oOaiw
.
~ ffiOWI
~ !~ !~ 11 ~:2:u.CIJ
," !i :1
.,
Ii Iii
, 'i' 'i , ,1 . 'l' ; , ,1 - . , , , 1
fJ.DJ)_'!QlYfiJ"tl CJ.nJ)O#.lP!l'llOUf#JD w:ul Q,I.OlIl 'JIQU'ffJU
. ,
UDJ:l_'~'AJ'Il
,
'[
:1
,~
Ii
Ii
.
"
,
- - - i 7 1 "
(uul_'7oO\l'M,J1J
;;
.
.
"
'[
:1
.1
Ii
,i
'~
,-
.
:1
l~
Ii
Ii
"
. ,
v..:rul~"JoIOU'/l.J'tI
o
o
N
~
.
C
o
,
~
"W
- w
E "
E S
o
U
.0
o
if)
~
~
CO
E
~
o
~
'"
-
o
~
o
'"
~
~
,
,0'
:1
~- -- ;~
;~
,e
,
~
,;:
, , , T
(.uu)_'IODUWom
~
+
.
,;:
. , '1' '1' 1
tl.nJl~'1oIou"'.un
~
~
;1
. '1' ":' T
ta:ul_-.ouylJlJ
,,; 1
(.J.J:1j}l1oUlII"IIOU,,,oPJ1]
~
,;:
. "i' 't' 1
O31J/CIMOI'ItOU'I.un
.
,
,0'
:i
:~
;~
,e
I
,
,
.~
:i
;~
;,
,
"
I
,
,
'g
:1
;~
;g
,e
I
.
i
.
.
,1't'1
UnJl _ '_".uTI
,~
:i
;~
;i
;e
I
,
,S
:i
;,
;,
,s
,
. , , . T ,.
u.nfl WII 'llOU'fLffl
~
;1
~
,
,.
~
:j
,--- ;,
~ ;!
~ ,t1
!
- .. , 't T
WWllAlllI'IfOU'1JI1
,;:
~
.
,;:
"--;r".. , ,
u..ru)lWIlI'IlO\lYoU't'!
,~
:i
;,
;i
,e
!
,
,~
:;
;,
:1
a
~
,;:
.. t 'i' , 1 ,
(A.nJ) Q.O.DIl 'llQUYl\rn
"
.
+
.
.
.
.. ; or '\' 1
{J.D.jJ 0MIl 'IfOIlWJlJ
.
.
,\
;1
-~~::.w"1JlJ
:: ~
=
,;:
,
,
!
.. : ':' '1' , T
(J.wI Q,I.tfl "I!OI/.y,qo
'"
z
o
"
zU
)- Q Ii;' ~
< t- I ~-
;~~ l ~ ~
j t;; ~ Ii a ~
"~,, I" 2 ~
"'..,
..
5 i
U i
~ ~
,
~ ~ ~
,
..
:i
;~
;S
's
Elill
M
~illi
,
~
,.
.
:i
;~
,i
's
I
,
~
.s
,
~l
-I
;,
;,
;s
!
!
! "
, .
~
~~
u'l:l:
uz ~
ci.OO)N
-I-O)ll..
0)....0)0
ao....~
r-- U . co
NU: co I-
O_NI.l.J
coorol.l.J
gOI.l.JI
~:2ll..(f.)
z
:5
0-
W
zO: ;
0"' 0
~~i i ~
S "
:l;0.... ~ ;
d....=> i
"'u g
w"
O:z i .
g
w . ,
0:
0 g
; 1<
. . ~
~ ~ ~
~
, i I
t'! ! !
" , i
sa ; , ! i
", , !
h I" i I
,! ,l! ! !
!l~i , , N ,,~
, .
l,,' , .
~
f, ~
" j
II I
~!t.~
,,"
(;;"'1'1::'
m,
_~:;e ~6
~9'''''''
I,m
.~!It,
Iii '
H",
" ai-
!i,rl
g~~~~
""".,
i':~ ~ ~
G~wt,
q~,,~~:
nU:I'la:M
IIIUll!
IlV.l;:U.:>U
mnm
I
iliiiiiiiiiiiiii Ii
il~~h~h~.r;I.~~~ ~1
!.il!lil!lliji!! j i
l;.!:Itltll:Jl1;;.
..~.._.. _.~:;:::-:::'~~:
~~
u:;t:
uz ~
'OmN
9::-mu.
~f-mo
m<{~
00
.....u ......
Ni:L<Df-
O_NW
~oc:iW
mOW:!:
~:::::u.U)
.; !
z
~
UJ
z!:: -....:
>- Q u; 2
:s;!<" .
- '" " ','
::!: 0.... ~"
Uj ~ B ~ :J';:
ILl (j 5 ~ ~
a= z " ~ :i
C3 i~~
o ..
UJ ^
'" l
" .
!.I 'i- ~'
. '
g ::
, ~
~
i! " '
i~' ~ t i
I~~ i ~ ~ i
t t ! ~ ~
,.; . l' ~ ! ~
2 > ~ ~ l l'
~I ';f;
d : I a: ....a-
v
i
" ::
, .
I, !
H~~
~n~
~~p :5
l~#t~' ·
, ~~;~
~:.d~
~g~~~
~~~~~
~ f~6;.
q",j
~ f":' i!~
if :;:~
:
;
,
r'
H!~
~ ~ t)
H~;
""
,i
~~
()'l:l:
'-1z ~
a..O",N
::=:.-~O')u..
"'<1:"'0
<Xl ~
I'- () "<Xl
NU::(O~
O_Nr-
(00 . W
"'OlIlW
",,,,,,wI
~,LLCf.)
'"
'"
cr
'"
~
'"
'"
0 l
a.
'"
z 15 ,
,
0 :r: ,-
?i;: <J ~ .
'" "
m[2 '" ~
:; 0 m ; i
'" >- ,
-' '" " ~ " ,
<.) '" ,
cr t-- i
::>
'-' .
<:) . ,
z
(3 , ,
Cl ~ fu f
w '"
w '" ~ [)
~ Cl ~ .
c
'in
~ ~
m f ~
~ i;'
~ ;::: !: i ~
z '" hd
t"!''Q r
:Io ! i
>M H:
. 'l!'
'" . ~:
,-{ >-. "
\' ; '<
" -i)
~~
U'lt
UZ ~
'OmN
O--mu...
'=--f-mO
m<I:~
oou .m
I'--<Of-
Nu...NIJ.j
~O '1J.j
mOCI:lJ:
~:::i;lJ::Cf.l
!
,
V> ~
Z
0
;:;
zU
>-2tx ,
<~l
lD~V1 P ~
;ZO~ . i
:5tne:: .
r'
uWU < .
"'..
~ I . 1
::>
u g , I
S ~
, - t
~ . '
. ~
E I',
1'1
I I I I M
:I: ill!
I
E ~ I
'j , I
. I I I
! 'I 1
I I I I I .1
i i
I
~
I ,
. . ~'cru--"" ' . _'UlJ'-...nJ ' . ~...w"""",,", ' .
\llOMJ'UU1llllU'Jlom
I I
~ I [ ~~
u'lt ~
'I 'I 1 uz N
! ! I '001u..
'I 'I 'I 0.-010
I I I ~1-01
I , I gs<(~o
f'-.- U ~ 'r"
NU::(OI-
O_NW
(Ooaiw
I i I; i gsOWI
~:2u..Ul
(--.:I'>DI..-u , ~ 'm.'-...n ' , 1.....zLI-.-u ' , t.- ...... -.-.. ' .
I I
~
, I ~ I~ i I~
.
, 'I , 1 'I I
I I I
'I 1 1 , !
1 I 'I I ., I .j
i ; i i
1_ 'aU--.ro . . (.-l'~ ~ .. .. t...., .ml-....nl . , , ,
~L(Lb{l~~~ l~:lq ~qlb~4~~~b
o
o
N
'"
ill
C
o
,
ill
ill
., 00
"E li3
E .:::
8 3
.cCO
o 3
(f)ill~
"2....
&lCllM
E-10
ro= N
u5;:;
"e
.
I! ~
r' t
I!
[ i
i
. .
I_I.....:,...
~-...:..... ,.
I i
1_- f! i
]J 1"
Jl
kl Tl
~'UU ' lIMlO'..._...,.
f
I
IY
I
I
H & M ENGmEERS
~
1
nl---lf !
Ii i! r' ~'i
. I; .
. ~ i'l i i
j II I
,lUll .I!
I i ~
- .....QI;.J."., ,
<-1......--.,
I
I ,!
I!
i II ~
!! ~-
I,' r
w,
---
!!
.
.!
i i
I I
! ,
I
I
!
~
,
(
I
I
I
.,
I i t
1.. ..Jl t t ll,
!->'UOO_ .
I
I
I
l........__~
III
l ' E
I 'I f'
'LL,,'l.,.,.,.! "
1~'UU_"OUl) " _'lJt<_
I
~
PAGE 01
I ;
(/) ..:=
g H
"'u
~~~ !
(D..r:J, 0 J:I a-
:2g~ Hi
~~~ P !
.. .
til.!
He
M i! ~
. . .
E~II
:1:r
<
1
I
!
I
~~
o~ ~
Oz N
cl. Q g; l.Lo
~f-O)
OJ<(,-,-
~u ~,-
N[L<Of-
O_NW
<oOaiw
g;OWI
~21.L(/)
0
0
N
....:
W
C
0
,
.
~
E
E
0
0
"
0
U)
>- ;::
ro '"
OJ "0
E
ro '"
0 ;;
r I .
I, I:
11 I! 11
II , . g II - g II
,
,
! - J I ! I
I I
, I I ,I
i
l
. ~
, , l-< 'IJII' ...:..-,
~UIl_-.nl
'I ~ I .
;- 'I ;:
I! 1 ~ I!
I
II I 1 II
! !
I I
I ;!! I
Ii! Il
I.
- g II g
I I
! I
.1 , .1
, i
I ~ 1
l .
~.~~ ,
I r
I!
I II
, g
, i !
! I
I I
.
1 I
, , , , ,
(.-}'Int_-.ru t~'1Dl_~ . I.....o'u:u.........
;. I li~ ~ I ~ ;; I I!
11 11 11 , 11
,
II II! d II J - II
f g I !
I ~ I I
! !- ~. ! !
! ~ ! !
I I I I 1 I
i i
. ~ .
I I,
~-> .1Zli'....:........ - . , t , . ~' l_....;..:.-v
t_'cn.........u
_'WJ_m L
l.....o.lDf-'l '
(_.~-.,
!
I
,
; [
~_i
!
I
i
.
" "I '
~
1
'"
Z
o
;=
ZU
>-2~ <!
...:..... e
",..' i ' .
0: ~ ~ ~
:.:I! 0 0 .. ~
.c{..... IX i j
..J '" U I 2 '
u,., .
"'.. .
~ i : ~
U ! ~ :
E." "
. ,
S if ~
- . .
Elill
Io!
:E: ill!
!
,
~
~~
u~ ~
UZ N
0:. 0 ",u..
'=-I-gso
O)<(~N
~u .~
Ni:L"'1-
O_NW
"'Oaiw
gsOWI
~~u..(/J
I
.
III i
2:
0
;::
2:"
>-52li:
-0-, Ii
'" "-<Ill
" :z~CI)
N jt;~
'" U",,, I~
"'.
w ..
c >- -
0 an
,
w
w
" ~
- ~
E w ~ ~
E _S
o ~
,gcil E ,:
cilL
>-z .... i i i ! i IS:
cl3(lJ<"1
E-to . Ii Ii , ::c "If
rn='<t I I II
G5M . . . .
I g I I I
i I ~ !
I I I I
I I I I I
~ ~ ~ ~
. . l l
! ! ! !
--~ --~ --- , , ,
---
I . I '. ! i
, I' I: .
I .! I I
. . .
I i I I I g
~~ ; ;
u'tt ~ ~ l ~
uz N I I I . I
c{OO"lLL I I
I I I I I I
::::-I-g;o ~ ~ ~ ~
g<(~", . . .
r--- U ~ "'I""""' .
Nu...CDf-
a-Nw
<DOa:iw ! ! ! i
g;OWI
"'I""""'2LL(I) --- --- J:...o'JAI_T --~ ,
~ . .. . .
. . . .
I I I! I
. . .
I I .. g II i I i
I ; I ; I ;
I ! !
I I I I I I
~ ~ ~
l I ~
, ,
i i I i
--- -- l..o'_ _ , --~ ,
I,
. ,
. ,
~ n
z
0 0
;::
;:; zU
N )ooQ~ :1
;::: ~ ~J; I J: i
. ::z~~ .:.
c j>-'" i I
~
, "'u p
u'" .
. "'.. 0
.
" ~ .... .
- ~ 5 ; { ~
E .
E .!:; u ~ ~ :
o ~
u ~ . .
.0'" ,i!
~ ~
CJ).~
~Z" E
",~M
E-fo I',
<'I:l=1.O PI
u5C;; I~ i i " i , M
F I; :I: i!li
.! .! ,!
II - II t II
( t
. " I I I I I
I I I I I
. . .1 . .1 . ,I
~ ~ I ~ } i
, , , ,
~
I
. , ~'j.DJ''':'w.ro 1_'u:U-.no.nl l..o'm.t~ ,
1-.l.lDO_......
r i I; i i
.! .!
II t II ~~
I u'li: ~
I I uz N
~- 'OO"lLL
I I . I o..-O"lo
I I . ! I ~f-O"l
I I . . . 1 O"l<~"<t
, ~ , ~ ~ u ~ or-
, , i NU:"'f-
, , , , O_NUJ
",ocriUJ
:5l0UJI
! ~~LL(/)
t~UI.l_....na , lw.J.Ul,<'.......... . _..su'-......n;
_ '..xu -.-rn
oj i ! i
I' ,. r
,! ,! xl
II - e II g II g
" i ~- I , ~-- I
I , I I T I
I , !
I I I I I I 1
. ~ , ~
, , i
, , ,
. .
! ! I
~"QIJ-""'" _.ml-..-nl . . ,
- .... ..-.. _'Ial~
.
'"
% I
0
C:'"
u% .
"'0 ~
"'-
0 I~
"'U
0; "'W
N 0'"
... >-"'~ ~
",U",
ID al...~ ! 1 ~
c ,,"'a.
~ :'S1-!:2 . i
~ I
~ uBo 2
'" ~ '"
- ~ %U
E ID 0'" l , '
E ,!; -w
o ~ :t'" i " .
u ~ 15.. a ,
.0'"
~ 3 ~ i
(/JID~ '" ~ ~ I
...
roz", '"
",roM E
E'fo I"
m:;::(O I'i
G>M t.!l
::I: illi
'!
I'
I!
II
I
I
j
[
1
,
1
,
,
,
I
l_....,..'......ro '
C_'oLDj..,.,.." ,
~
;
m
1
\
;
m
i
1
-,
-I
i
1
-,
-I
[
-I
I
1
~'ID>_""" I
[->>'>a-.tH.1'Ol
.
~~
u'*l: ~
UZ N
'Oml.L
o.._mo
~I-m
O)<(~L()
~U -~
Nl.L<01-
O_NW
<oDC!iW
~OWI
~~l.L(/)
0 0 l: "
> I z ~ ~ .
" 0 i:\ " c
z I 1;; 00 u .
"' I z.. ~ C
.. ~~ Zox
'"' I I:; ...a 00 l
N ;::~
+ N I I:' Ww ...
~~ ox..
I W I O~ ~ i
~ 0
0 0 ~~ >-ox
z I N ~... I i f
0 I 0 ~ ~~ ~
> w N ox...
0 w I " .. .. l
"Z ~ " "'0 ,.~ i i
'" I " ":::; ..0 2
" ,,; ....
~ I ... % Wi<: N VI
.. I %~ . ~ "6 .
+ w :; >-U'" i
I <( w \,o,.o~ :10 ~ .
~ "- ~ 0>-... g Uz !
W I I ~"Z .
~ ~~ :I
~ ~'" .' I <( W " zw~ 0 ~
~w ; '" u Z Qw:3' Z .. t
~ >-~ 0 I w >- " ! I !
" ~- ~ ~ z >< ...~>- 0
CO "", i!!~ I Z <( w >-'U >-
a~ ... ...~w
~ gg I 0 VI j U%' 0 E
~~ ~~o w I~I
v~ I i5 ~ w '" U
Z<'- %0 .. I- % ~.. "Z
ro'" ~.. ..,. I U ~ 2"~w w
-% ". Ow '"
,.'0 ,.~ ~,. I W 0> w 0_" w Io!
,.:\ ~;j ;:: ~ e;OI- ~ J:
- <'- I U1 ii:LJ w 'Ili
>M w <~ -~ :s ...j~~ '"
S~ ,.- ~~ I ~ I,
j", w ~O ~>- w
I ~t5~ '"
~o ~~ .. "'w <
wz I ~~ < U ~
~< I U 'Zw Z
~% ~~ 0'" 0
~ ox I 50 ~tO ~
w Ww
,,~ >-0 I ,.w w,,~ >
~~ i~ <0 u",. OJ
I '5~ ~~
...% I w~... w
u~ :i~ ,;; ~w ~5~ ~
"'0 I 5iiE
0% uo w ..U"
I ~
0 N ..;
I z -
0
'" .. 0 ..
(O^DN) I
l3Ji "^JlJ
'"
..;
"
'"
'"
",'
.,..
..
<'-
..;
"'
..;
'"
..;
'"
..;
4.
o
..,
"'
'"
'"
..;
t::107!~
~ou
~!I~
G)>o Il~'<t.
OU ~"" U"I
~o"li:o II
.iOO~Ct: I"'i
-"'~~~
II H ...Juu
1-:1~ai:
a;:5B~
,.
..
,.
j
i<:
~
..
--:,.;
"'t'
"!
o
...
'....
0<
~~~
'"
..;
w
w~
wO
~%
4.
.
~~
U:Jt
UZ N
'Omll.
Q..-mO
~I-m
m<(~r.o
ie U -~
NU::"'I-
O_NW
<DOaiw
8l0WI
~::::;ll.U)
~
o
c;
N
'""
~
~
~
~
~
" ~
- ~
E ~
E ,!;
~~
~ ~
(/)~-
nlz~
cotp_
E"'f 0
nl= CO
l55;;;
EB
CYl
to
I
a::
w
w~
wO
"'z
v
t
'" .~
_-V
i= N.U....
t;t;~~q
'n
('OlOl:rVl
o~'il:;~ n
N":~:~
1I11....S=!~
!:i;j~~~
oi::auu
v
Q
Z
g
'"
I;;
w
~
~
QQ
Z..
..'"
..0
Ww
~;:
~ ~~
:g~
n.
!!lo
OJ m
~~ . ~
~uE5 ~
t:;e~ d
V1:z: t;
~~~ Z
~...I~ 0
>..JV ~
<:\~"l 0
xr:;,o w
wVllf ~
2~.... ~
~ ~a~ ~
a:w,; w>- Q:
~ ~~m w
~a a!...O ~
IX"" ~Q~
<::r < u Vl
at- ::Ia~ a
':!!... Vlj;:6 ;::
00 Inu -<
>-~ \j~~ ~
~~ ~\ii...: ~
Iii ~:t i5~ j
w Bil- -o(u-< -<
~...: N
~
o
"
"
"
z
'j
..
o
Z
W
~
i:l
~
~
..
x
~
N ;:;;
...
"
u
z~
go
...~
..
"''''
Ow
...'"
<no(
W
~~
..
"'<n
<0
"'''
<n
,,-
:\0
UO
z
:I
..
"
.
'.- ~
~ t
; ~
dl
I 2 ~
3
~ '
~ .
.
I
!
Elill
M
:I: il1i
,
n
.;
~
~;;
~ ,
"'0 I
wz I
....
'" a::~ I
~~ "'", I ~~
3~ ~'" I U""' ~
..w UZ N
.. x~ I
~x 0
:Iv u~ I 'OO"llJ..
"'0 0 D..FO"lO
~!!l oz I N
vo
, I O)<(~I'-
I COu ~~
I ... ""'-<.01-
I .., NlJ..NW
<l: .., 0-
I ~ <.oOaiw
r--- I
w- I W O"lOWI
~~ <l:
'"w I u ;;:::2lJ..C!l
..", I Z
t;;ii: Z <
"0 I I-
,~ Q I 0 V>
0.. > i5
"'0 " I l-
x" z
~x w I U Ow
i~ ~ I W 0>
0 >=
~~ z I Vl :s
..-
~~ w I w
w
ii:~ 0 '" I 0-
>
" I
'" z
'0 I
.; I
+ I
I
I
I
I
I
I 0
0 ..
J: co .. I
(aAUN) J33J "A313
0 .., ~ ,
~
Z ~ ... .
0 " c
~ 00 u ,
" 3;1}; z'" i ,
0 ... ~5 20 I
w ...~
0 w "'w ..
N ~ .." "'''
0 ... Ow i !
'"" N ;i~ ...'"
",< "'.. i i !
w ~ OW w !
c 0 ~z "'~
" "0 .. , ~
, ~ ,..'" ~
" 0,:: "0 ,
w :r '" "'a. , ,
~ ~ 'i' W~ N '"
,,~ . ~ :r-
E ~ :i u'" :50 .
w ....o~ I
E c 0 ~
~ < o:n~ UO i
0 > z
u " 0 Zw" 0 :l ,
.0 Z gm:2 Z ,
" ~ ..., ~ ... a. ,
~dl"... ~ ..~... 0 " ! , !
W >~U ... ,
'"" ;j<w
&l~'" ::1 x, 0 E
i X~O w
E ' '0 ;! w '" u I',
",o. z
~ m r '" i!r!~ W 1'1
G M I '"
w W I.!l
o. ~Cl1- ~
O::w ~~>- W ::t: illl
'"
~ -...'"
~i5 W
~5~ '"
~w <
;I" ~z~ '"
u Z
"'~ 0<< 0
50 t:15i5 "
<
"'w lj~~ i:i
"0
"... x... ~
:Jw w~~ W
,;; ~~ "'0", ~
W ~u.. ~
~ <
0 ..: N ..;
z
W
~- I
t", 9q I
W "'0 ~~
'" ',.. ~~ I U'll:
~ou O>~ Wz '" ~
~UlJl <w << o.< 0 I UZ N
In" <:" ~
- . \ W I '00>1.L
~t) ll~lD. ,,~ \(w '"
, ,,~ ~tl ~~ I 9:-0>0
'-N 00 ~o
- x'" <~ ~~ ~~ 00> I 0 ~I-o>
~"'1-alJ 8 <
XO x ~ I 0 O)<(r-ro
.o:JIuQ: u... o.'"
oo'tlD%~~ ~O> ~~ ".. N ~ U ~~
-x "0 "''' I
llU~uV ~~ UO oz
::J:;! I NiL "'I-
I-j~iii: <~ -~ I O_NLlJ
l3L::aoj ,,- o.", I- "'Oa:jLlJ
::1~ I w 8iOLlJI
o:w I <3: w
"''' I I ~ ~:2I.LCJ)
I <3: W
I u
z
I Z ..
I 0 ...
III
I t- 15
I U 0 w
I W 0 >
I Vl >=
I :"i
I w
'"
I
;" I
..; I
V V +
I
I
I
I
,.. I
.. I
"
::1 0
~
'"
)~ W to .. 0 ..
:::b (OMm) I
",z 133J "^313
~J:
-----------
--~
....---
c-----
---------'
u~
uz ~
, N
a..OO>ll..
-=-1-0>0
0>....-0>
o:::>.......~O)
f'-..,.U A'I'"""'
NU:<O~
O_N~
<00 . llJ
OlOCOllJ
o>""llJ:I:
,.....,lL.c/)
o
;;
N
.-.
v
c
~
>
V
V
" ~
E [(
E .!;
o ~
u ~
.om
~ 3
(f)v~
roZ.-.
mroM
E..f'O
ro-~
u>~
~
..
8 ~ ~I I, II
I i I, II ,I
~ I ~~ \1 II
. -,
i _ ~ Il
I. i
, I~ i~ I; z
0
. id 0
;=
...J ..
< >
0- W
W ...J
0 W
W
.; 0
~ " Vi
s ia l~
<
I !B
, n
Vl
...J
;;:
I-
~ ~
>-
<l:
~
...J
....J
a..
Vl
.
c
5.
--
<N
. -
g~
"~
c
u
0
U
I Z
U 0
z !I ~
0 >
;:: w
u Ii ...J
W W
V1
l~ Wi 0 l~
~I
I ,
.
. .
z ~ i
0
!i~
"'... I '
o~
In~ i n
w
"',..
.. i'
,..~ I .
~~ ! ,
.
..
"V> ,
::l . ~ ,
0 ~
III ~ i
z ;; ~ t
0 ~ i '
f.i l !
~ Li.?,( E I',
.... o~
... o.. 1'1
>- 0" I.L
.0( 1-'" II') ::c "If
3:.:c ~q
j ++++ I!
ii: ~
'" 0
~.
0
~z
~5 N~.
~u
"
z z
c u
vi"'; ~z Ylu
59~ ...< ~~l!
!i! ~B2 ~a~ .o(ui'>- gj
; ~~g ~~~ ~g~ 17l
~ ih..~ ."9'"' e~1Ii g
o v;g;c :5f:! ia.~ri ~
z ~ 0 ....%2. :c........
w 3""'" ~V\~ ",oo!E 0
!:C Z <"'in -0:: -....
... ltioi :::10). l~~~ c
.... O~2 )(~lil 511' l.oI ij
~ . Ii!~~ ~g~ iJi~~~ ~
VIII; "';lI'IZ ~"'ii: "'u~-zc-
(:i Olo.lO ~ -< ~...
g~ z~u...... ;r81l. ~
ii:e :iOifi ~~i: ~~>-tl...
~ll.. ~~-= ~~a wgCD~ ~
I-E t;ii!g ~iiiz . ou~!:: VI
... ...F! 0 ot:: >->-~ R
o~ Ig~ tb~~lo. ~al~8;:
~- 8~i ~ d i!cc5 ~
~ - 3 ~ ~il ~~3i -
~~ 8~~ ~~8!i ~~~~ ~
..,,; .0 ,.;: .;
~- .
i3 0 ::;~lili
i2!1i~ at; ~~
lI'I:J:~ ~ ~Su-u
~~~... c'" ~~.n~:!~
?<~>-CD ~~ llCii~:::'~."
20~:j ~iri m~'Tlii~~
I~~~ OQ Io.U~o ~
~~2: ~~ ~ci' l: i
(02... w'" ::I~fj8~lj
:a:~":P;~ i:~ ~a..~:a:li:~ ,.
~"'ll.-lrt;... 0 VI)- .....u
:::10 :;z:::leV :jc:i-.a:
8t!~g ~w~ tet::i~~
u..:~l: ~ .oJ:i3...
~ ~~lii Q:o....a lI:I
U~~ ~lIi, i1!~~u....d
~I~~~ Ui i!lii~I;~
~ ~ 01:1 aL~ lilE --,,~
..0.. l"t~~ uClfoo. - ...~ :;)
~ ~~~~~ ~J ~~l~~~~
z": "'...;
~~
U'lI: ~
UZ N
o:..OQ)LL
'=+ g; 0
i15q;:~o
r--U .N
Ni:i:tOf-
O_NW
~Oaiw
Q)OwI:
~~LL(/)
~
~
~
~
o
CD
~
w~
Z"-
.eo
1-'0
=N
>~
z
o
I-
<(
a::
o
I-
(f)
w
a::
<(
w
a::
<(
.~ - ~
S . ~
il~; 8
f.~~ 8~ ;I :
.~~~ .3. ~ ·
!!~ ,: iii,!lll,
~dil' ~i 1;1 ~lll ~;
~~I~ ~W ~!~ ,of ~ II
f~~JI ~! ~!i ~IHh I~
as. ~~ m~iMh ;~
B~~:~ ;! '~8 an!! II ~
~ !:~~!f o.t:i ~8i1l '!J;Il
_ ~ _ _80 og
11 _ ;;" ~ ~a:
~
- .. .......<<<<:<<<<>:<<~
. . .. ... ....... .......J . .........>:.:.>>>>:<.~
'"
-'
<(
(f)
o
n...
(f)
o
~[]
J
-:~i
.. .
...... ,.......
. . ., .-::::::::::::~:::::::>:::.:.
~ H
z"
,..ON
<i= ..
~~~ H t
u ~.q I ~ i
;;/ "
~.. ~
B; II t I
a ! · ·
e ' .
! ~ \
- . '
E I~;
:J: Iii.
il
~
,.,<<
,.,0
~
""~
w<<
"'~
",,0
~-
"'"
v>'
0"-
~l'.1
0<<
u
.
.
~
,,~
,.,0
-
iS~
h
~-
"'"
v>'
0+
0.-
v>"
5~
~
, '
. ,
- .
~.-
u~
uz .-
, N
a.. 0", LL.
'=-1-"'0
"'<t'"
co f '\ or- -r-
r-- '-' -~,
N-<O"
O!:!::NI-
<00 . W
"'0 CO W
"'."wI
~~LLu)
Clam Bay Subcommittee June 17, 2010
VIIIA-a New Business
323 of 371
Construction Plans 1st Maintenance Dredge (2002)
& ,
.. 1
; :
=~ B
~~t
~.,.z
.,. .. ;
===
~=[;il
~ =- ~
== ~
o
<;
'"'
"
~
c
o
,
~
~
'" w
- w
E ~
E .!;
8 ~
.0 CD
J5~r-
~z ~
ct:roC"J
E'fo
~=~
U>M
~
;;.
- \17" T
Vl
Z
o
;:::
u
w
Vl
-'
<(
Vl
o
"-
Vl
o
:I:
U
<(
w
CD
I .
. -
H
"<S
z~
0'"
>- - '" .
...c:~:I: 'i
;l!i~ ~ I i
..c: 1-..... i :II
.J V1 0 B OJ ~
o~~ I f l!I
. -I
; !,
~ t i
dl
~I'
" - !II
,.' lif
VlVll/lVl
zzzz
0000
~i=i=i=
~~~~~
w V1 Vl Vlt/)
:> I I I I
VlV')VlVl
Z V1 Vl VHf)
<(0000
-la::o:::a::o:::
a..uuuu
I I I I I
"'It..;t"<o:t'l:t"lt
""""""""""
1-1--1-.........
::>::>::>::>::>
uuuuu
WWWWL.&J
CJ~CJt::lt::l
00000
WL..JI.&JWLaJ
a:::occra::o::
t;:j 00000
w
~ N~~uic.ci
;.i
fIJ
,.
.
..
I
I
~
~
O:>IX3" JO .nno
~ .
3 ~
~ i
a.
" z~
" ~
N >:Q~
" ::l~l i i
$ I
c ~t-5 , !
0 I
, (J)U i
$ Uw,-,
$ O:z i ,
" w
- w ~
E $
E .!:
8 ~ w ~ !
0:
.eel 0 ! j
o . 2
(J)$~ , ~ ~
~z ""
ct:roM ~ .
E10 ~
lll=~ !
--N
U><'> i
If
ill!
ill'
! I
,
1 i
" !
~ ~ I
I ~ 0l
, ~:"
I " .
~
c
j
~
,
W~
~t;
~' ~
!;~l.~ ~;>>
~ ..._I'tUU
aI',\<' ;>.....,00
~;:~ o~ll:O.+U
~/',i ,;<'OI!
,,':~ 8i',~
2~f 6,..,_"
~~oJ,: ~~~~
miilu
mmn
"fH:!/Ulllll'<lll
liiiiilliiiiiiilii
liiiiiiiiiiililiii
~~..~~"w~~~~~~~~~,~
i I .
0 I . ~
0 I I '" U
. Z
N 0
,..: w ;::
c zU
~
W Z ~~~ I ~ I
c w
" "
, ~
W ~~ l8 B
w
" ~ 1l ~ el I ~ ~
- ~
E w
E .5 l "'..
... ,
8 ~ I .... .
.o<Il a iI I; ..
" . ~p
(J)w~
~z~
~ClI(") fil
Efo
0- '"
o>~ ~ lib
I I I
} !IF
~ II
I I
i 1 I I 1
1 1
I I I I I
.
I I
c-)._ ~ ~ 'BII____ . , <-) '1JI.lI -..rIll (...:1'--- ' ,
I I I I
i i
I I 1 I ! 'I I
'1 1
I I I I I I I
I I
.-- --- ' , ~'1JI.lI_""" ' , (-.)'---'" ' , r-l'IIU..........
I I
I
I I I I I
1
I I I I I
I ',1 I
--- (.-I 'iQI --.. (.-)'1JI.lI~ ~'.au__ . ,
o
o
N
'"
~
C
~
,
~
~
" .
E ~
E .!::
8 ~
.0'"
~~...
~z ...
~roC")
E'fo
~=~
U>M
I
I
C-O''''IIIIIOUU
I
I
i
,
I
i
i
i i
I:
II:
I-i
I:
· i
,
,
,
i
C-O'1.1Ij ~
I
1
i I
i
i
,
~~ -:
i
i
i
.
!~
: ~
i
i I
I
I
c-o ._ ..-u
I
~
,
, I
I I
I I
I
I
I
I
I
(.-)'UI!IW'IU1lI
,
I
i
i
i
i
i
i i
I'
II:
1-:
Ii
I:
,
,
I
I
(WoIfI)'UIIIW'IU1lI
I
1
i
i
I
i
i
i
~~,l
I ,
! i
I
! i
, .
, .
,
i
I
II
I I
I
t....o'UIIIW'IU1lI I I
I
I
I
I,
I I
I
I
I
!
I
.....1JU_VI"IlI
!D
(..:!'UU_AnI
I
1
I
I
~.
f1~
,~
::1
I
i I
(.-l '1JU NIIPQQ ,;
I
~
,
I
I I
I I
I
I
I
I
I I i
!w
!
I
I
~'JaI__
I
I
I
i
~'UU__
I
1
I
I
c-o ...__
I .
. ~
H
'"
z
o
"
ZU
0'" t
>- -'" ;
..>-,
<D ii! '" I ·
~o(l) I
~l;;~ · ~
u"'u I ~ ·
....
... ,
>- .
" . -
u ~ ~ ~
~ - .
~n
~., Iln
'if
, I
I
I
I
I
I
I
I
I
i I .
0 I , . .
'" .
" f , I z H
N 0
'" ~ ;::
~ 0 ~p~ I
z ~~~ I ;
c w
0 "
~ ~
~ ~O'"
~ ~I-~ a..
" ~ u~() I ~ ~
- ~
E ~
E .!:; I "'..
... ,
83 I ... .
::> . -
.0'" U ~.
~~.- ~ "
~ i
~z ~ - .
d5rcC"'l ~H
E-1o
!!?=~ ~
u>'" II~
i i I i
i , !Ip
I , II
I ,
i i ,
i I ,
IB- , ,
I ,
I I iIL--- ! I I
! I.
I I I I I
I
.
I i i
~'UU_'lI\I1I (lNIIIl'_fClllIIlnI (.-l'J.AI-..nJ ~'1W1IIlIPI\I'Q
!I i I i i
,
. ,
~ i
I ~ i
I I I
~ I
I I I ! IB- , IP- I
! !
I I I I I " I
I l
I
i
,
i I I
!
~ 'UU___ , l-o'_____ <-I'1III11D1ft1Q'11 ~'1DO-.v
i I I I
i
i ~
i ,
~ 1" i
, 1 I ,- R'
i I 1 ~1
I I t ! !
I !
I I I I I
, I l
H ~ ~
, ,
I I I
l-:l'1IU~ (lNIIIl'_fClllIIlnI <-I''''~ (.-) 'UU -'"
o
o
N
..:
~
C
o
,
~
~
" ~
- ~
E ~
E .!:
~~
o .
"'~~
~z ~
~(O("')
E1-o
ft\:::::0'l
--N
U>M
I
'.
II
11
,I
I
g
I
,
I
, I , I
i , ..--
, i i !
, , I
l' i l' i J I
i , i .
I , I , W
, i I
il~_ il~_ Q
z
I I ~
, "
I. 1-: ~
. . I
I I i
,
. . , i
i I
i
i
i i i
~'1IU_""" -.0'_ _
I I I
,~ .
I I ! !
. . . .
i~ , i
, i~
" "
i' : ~ "
i- "
, , ,
, , ,
, , I ! I I
~'1IU_",,"" . (->'_oGl'I.o.r'lJ (->._~ l->........,.,-q
g
I
"'
I
[
.
I
~ ~ i
S:J:
"'I
~.1IU___ 'i
~......_';
zoO
~~~ d I
::18 t; Ii a
d~~ I" ~
a:: I l!' a
'"
~ 5 - ,
u ~ } ~
;. ~;
a ~ ~ i
~ I~
',"- liD
,. i'F
::I
..
I .
. ~
H
%
\l
~
'"
~ II
= '"
.. 1
5 :
=~ B
~~~
~~i
===
==
~ ~ e
== i
3 !
~ ..
.
.
p
E ~
"
~~
~ ~
.'
. .
~ i
0>
"'
z
o
'"
u
w
Vl
~
<:
"'
o
"-
"'
o
z
u
<;J
m
'"
VJV'll/HIl
ZZZZ
QQoo
",",I-i=i=
~8~t:l~
!=!lIlV'lllHfl
> I I I I
(fl(f)(IlU"l
z(l}VJVlV1
<(0000
.....JO:: Ct:': 0:::0:::
Q..ouuu
I i I I I
:;t'<t<ot-.:t"'t
--~""=~""=
..........1-1-1-
::J::J::J::J::J
uuuuu
WI...Jl...JWI.iJ
(.:)(-,,-,0'-'
ODOQO
wwwww
a:::a:::a:::oco::
QOooC!
~
w
W
I . . .
III NrrJ'<tLI1W
..
a
.::. !
~ lal i
?~ll~~:1B '1.,_
~ "~~ :1
~ [) ~___ 0 . _~:::::v
-'--
O:)11:3l'1,lo.nrm
.
.
L:o:o
!ll '\
, l~~
---....~---~
a
~
>
d
z~
~Qw
~'<~ f;
~~ i '
~ ~(j s i ~
u 1:]0 e 'I ~
!II:: ~ Sf'"
: - i
~ ! "
g ~ ~
,- ,
~ ~ i
I;
, -
ii
~
jil'
!
o
t-
o
o
"
~
.
.
~
i
o
.
!
u
. .
~ "
~ Ii
~
ij'^ !
~ ~i '!
~Ui L.
~ ~ I '
~ I i
151, ..
. ,
i5 ~ m
., I
~"..1111
t ~ " ~
,q! ;
B5 ~ ~ ~. ~
i t ~ .
~~~~~~!
If'!" ,c ~c o!:
ii'
"j,
~
l'i~
:;;~
~~'~
",j"'
9~~
Iii
! ~
~t\"
,I,
~~~
i!!J~;;
\,.."
"
~~CC'
~ ......"
!~~l
~Hh
~::!l'~~
iliUiii
~~.... ~~~iilii;
'I liiiliiiiiilliiiii
.f
~~~~"~.~~~f<l!';!l!'~"
o
g
.
.
p
e'
E.\i
p
0.
" .
iO~ 0::
.. "
E..fo
G5~
i
i
I
!
,
I '
, I
! I: I
I')f'-Il
: ~ I'
, T
l i
i ~ I
I
II
I,
I
llIIOOl'.............
_....._ir
i
,
,
,
I ,
,
I ,
I ,
I ,
I , i
i
i
i
i
i
i
i
---
I
,
---
---
---
[
I
I I
I'
1_""-"
I I "I
! ' !
~ ~'Il
~ i
I
II
L..._I
~
. -
~I -
~l~ !
, . I
,
i
,
i
i
_._-.. ,i
i
[ i
i
'I i
I i
I ,
I I i
i
i
i
,
i
i
!
-.............. ,;
I .
. '
Ii
~
z
o
z5
>-S!lJ::
;~~ I i I
:5t;;~ a Ii
u ~;, i ~ i
5 I I
u ".
Hi
iii
~~
!
'I
I
I
_........... i;
[
I
I
I
o
N
~
o
.
.
,
~
o
.
.
,
o
I
,
!
I
I
I
~............
-.--
, 0
i i
i i
i 0
1 i 1 i
0 ! i
i 0 I 0
i I i
II: I II:
Iii I I Iii
I i I i i
i 0
. 0 . 0
i 0
i 0
i i
i 0
-.-........ --.....Qa
I i i i
0 i
l i l 0
i I
~ 0
! i
~
I
~' e-
i I 0
0 I i
0
, 0
! ~ I
11 ,
i
i
-............. _u.._
i
i
I ~
Bo"
" .
o .
I
i
i
i
i
, l
i
,
i
o
o
-..............
!
I,
I,
!
!D
I ! I
Wi'
~
o
~
.
I
!
I
I
I
(-:J'__
o
o
o
i
~:!. !
IL-' I
I! I
Ol I
o
-.....-.. -'---
i i i i
0 i
l 0 l i
i i
0 ,
! i i !
i 0
I ~' , I
~'
I o - I
I 0 I
i .
i~ i<
: ~ ' :
,-
0 ,
i i
--- -.....-- ,
I,
, .
~ Ii
~
ZU
i~~ II tl
::Ii o~ ~
~:;;~ I ' i
u~.. I!! l!I
5' i .!
u ~ ~ i
HI
~~
--~ - '_-.. -.....- , -.............
, i
i ,
i i
~ i ,
, i
= ~ ! i i !
, Ii?-
I !B- I
I I
I 'i I
i
-....-- -.....- - '_-.. -.--
I
,
I ,
i
I i ! ,- i .- !
I i i 1 i 1 I
i i
I ! ;....-
I i I i I
i I I I i I
1 ,
. .
9 ,
,
--- -- --- , -..............
i
,
,
i
i
,
,
!)3-
!
I
I
I
i
I,
II~--
Ii:
I
.
I I '
. '~
a
"
~
!
I
I
I
I-
, '
Ii
~
z
o
~
zU
> Ql;i I
~~~ a ; I
~~~ i l "
u~~ I ~ ~
51 -j
u ! $.,
i S-i
Iii
~~
i
'.
I(
II
,I
!
[
,
___l
,
,
i
,
~ i
I : i
11i--- !
,.: I
I: I
. i
i
i
i
,
-.......... -.....
i
i
,
,
~ :
I:
II i---H
I.i
I:
, i
i
,
,
i
--- ..
I .
i I ! ;
oi~"
~I
~I
i l
I
I i , i i
i
l I ; I I
;
! >,
I i I I
T I I i I I
, l
il :~
:~ i'
, ,
, ,
, ,
-.....-- -'.............. --- , -.""'-....
~
~
"
u
~
~
I-
, !
Ii
z~
)-oV) e
~~~ ! ! t
~~w !-
u ~ If I ~ ~
LI
Q:: l-.
~ ~ ~ i
~ f i I
:1: D
.~ liP
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
336 of 371
FDEP Notice to Proceed for 1st Maintenance Dredge (2002)
Clam Bay Subcommittee June 17, 2010
VIII-4.a New Business
,,.,.,""""',,, 337 of 371
E<~\"E""lV"
~.' .",-J Florida Department of
~.~: ." ' " .
\;<~'!~~~1;e.:/ Environmental Protection
l_N9_TI!;~ TO-PROCEED I
Pcrmittc{':
Mr Kyle Lukas!
Colber County, Pelican Bay Senlees Division
XO I Laurel Oak Driw. Sulle 60"
Naples. FL 3410X
I'umit Numbcr:
I'cnnit E\pircs:
o 12X463-00 I-JC
.Iuly 6. 200X
You arc h~n:by granted tinal authorization to pnJcl'l'd with the activities authorized by the permit
l1umher referenced above. Spl'l.:ifically. you arc aulllOri/.cd to maintenance dredge approximately
X,722 cubic yards ofrnaterial tl-om Clam Pass and restrictcd channels within thc systcm in order
to maintain thc dcsign depths, Dredged material will be placed on Ihe beach to the south of clam
pass. Authori/cd work must confonll with the detailed projt:L't deSlTiptioll, approved plans dated
Octobcr 1<),2001. and all conditions mc:luded mtlle final order,
Projcl'l Loc:lliol1: The pro.lcct is located ill the Clam Hav "'atund Resourcc ProteclIOI1 '\rca :md
surrollnding dC\t'lnpmcnt:-; in CollIer ('OLtl1ty. SI'(:{ll)JlS 4. ). 1-:. 9. .~2. &. 33 ufTo\VIlSll1p 4t) South,
Range 25 Last, Class II \\al~IS. not appw\ed for shellfish harvcsting.
Questions n~'gardil1g the permit or this notice should he dircc{(~d to the llndnsigned at:
t2jO'ijOj
Date of Notice
Iill ' 1 .'
Ilu~i~,,:! [,
M idlHeI C. Corrigan
Lnviwllmcntal SpeCialist III
()ffice of Beaches and Coasl,ll Systems
"\90() Commollwealth BlVd.. M,S, 300
ralfahassce. Florida 32399-3()()()
Telephone (X50) 4X7-4471. exL 122
cc:
Mike Marshall. I.l'WI~ InvlJ'(l1lllH.'ntul Senl(t's. 11IC
rodd Turrcll, Turrell and A"suClal..:,.
Ken Humiston. flulllis[n!l :lIld MlH)Il' Ln~llll'l'l'''
1{(ln tl0Vt'l1. ('plllel CUlllll.v
IrK)' Blan, Ui':!'- South Disln.....t Uffi(l' - I't. Myer..
Jennie ('ov..:1I"1.1)(.'I'- S\IlJth 1)1',1f1('1 (HTlcl.' t'1. \1y..:r,;;
('hip CI\lugll, U,S. Army (\H-pS uf !'!IgiJ1\'l'lS n iSr\('F I\:rnll\ '\n. 19960.!nlJ(lp-CCl)
M:ll' ILlIdl\.'r, C\Jlbel ('null!)' Dl'pdrtlll.....nt of N:llUI":d Rl'SOlJl\'I.'S
IlavlJ (juggl'nhcilll. TIll' ('llIl"Cr\;lI1l'Y or S W l'lurilia
Dan Spma. Save thl,' l~;ry". A'i:';()L~latIlHl
Kay Pnttcr, ~/l:11l~',1I)\'1.' A-:ti\Hl Group, Inc.
()~l\ Id ;\llluIJ, I-"\V'('( '. Hun::llI (JI- Plotn.\cd Spl.:l.-'I...." Mao<l!!cnwll!
hk
nYl<f",'" !',Iflll_re. '1:','>\,'
Post Conspicuously on the Site
Clam Bay Subcommittee June 17, 2010
VIII~4-a New Business
338 of 371
Construction Plans 2nd Maintenance Dredge (2007)
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
339 of 371
HlJMISTON
& MOORE
ENGI1\"EERS
':8:_5 'A,
U,(';'~J(LRl!'F:' [:~s ;jN
MW ~LRr-.-1:1 :lr'IG
~ .,j'
:-;'~ ...'(
m594202~
April 14, 2006
Sent Via FedEx
Martin Seeling
DEF Bureau o( Beaches and Coastal Systems
3900 Commonwealth Boulevard
Tallahassee, Flonda 32399-3000
Re: Request (or NTP Clam Pass Maintenance Dredging. JCP File No. 0128463-001-JC
HM File No, 11-049, Clam Pass
Dear Mr, SeeHng,
Atta,:hed is 21 set of signed and sealed plans for the referenced request for a 1\otlce To
Proceed submitted March 31. 2006,
Please call Me or Joe Foster a: 239~594-2021 if you have any questions or concerns,
Since~ely yours
HUMISTON & MOORE ENGINEERS
j.?.-. 4""7< ~ ;4.....
Konneth K Humiston, P E
Clam Bay Subcommittee June 17, 2010
VIIl-4~a New Business
340 of 371
1
t
o
lOG
.00
...[!]
J?DGE C J:
SCALe 1" .00'
)4T( or f'tt<lIOCRA:''i; .M~U~' ,OOJ
?ii01'OGr.rA.PI'o ~ROPEUY Of
COlliER COUNTY "p~"'IS!TS orne!.
[!:HleF f'Dl< IL_.;stRA"Nr f'JIlPOSC5 Ol-<L!.
,.."-..,,,
"42 G
R42 ~ \80
:JAC'< 0; JUNl'
:"M"ttO)'\l"T~)
DREDGE: AR'A
PROPOSED FLL ARE^
TOE OF S...C""E
i4l't'il'JXlW,,:f)
l!il..'<lO O.
"U
iAM.l't{}JI.....rrj
G R-45
-.....
R44
(SCV'tt,'l,i,,:cr
n:J. }.1'f"'N.(.utE;
G R-44
~ JI.-,;
'it 'E-ftc,
'i;".""'"
CLA..... F'a.SS
010:'l05[D er.:ACH nL.
:'OR:CO_~IE~ cO;J'trv
)AT~, C3 '29/C6 ,_"PRO riLL SOAL~,' "-4CO'
...:08 11 :)49 JAT .~'YI ~ADH.5 90 FIG:...;R:-. A
')"79 STRA"iQ COURT
N\P,-LS, f,- 341 'C'
fAX: (.?>S9; ")94,-70/7>
I='-iCN:' ''''/;0, 5<'fJ. '0"
'""",, h~T""lsIClnc,,(jr',,(')'R~om
J
m"\H<;;TO!'\
&\f(" IRE
E",CI",EER.
""""'"
J
"1
0.1
; '1
t: '1
;i 1i
o
"
00( oi
i:.
d'l'
R-42
.,' ...,~o __
,
'"
r5'..aVQ
ryPIC.l
~~orIL[ (, '/(5)
';~
,/ "
"
aEAei1 nlL
e r.yjH
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
3410f371
I
w>rw (+1 so~, N:;~I
-,+_.~----.,--..-..--
-100 -~o
o
DISTANCE
"'-j
,_ "_~ _, _ _------~---_.,::.:-'____l
50 100 1$0 200 2~ JOO
SE....WARD or DHR "'ONt)W(NT. FEET
'0
o .
>
u
.
~
~
~
~
~ 2 ~
co.
~-21
~4 ;
0"
>
~
z ft.{
"" 4'
g 2j
g oj
",,-2j
0, 51
>>
Q
~ /H
::.
~
z
g
. ,
>
~-,
R-42+28J
~$' "G"~ .-.lI
1_10'
---:'~-:'''''>''''
./ //'>,-\
//>-
.~
/ '~
"'-
~"
SEACh f:LL
e 71 ~.>/"
P~Ch.r
.""
(+1.50' t;{;'I'O)
""-,-"~~
"""-_."-'0""'-'
_IQO -so
- o""-----F'--- -"100"
OISu'NC( S(J.W.UlO OF' ONR
,
'--'~-"'-iOO-- M'_-m--m
l,fONUlIIEHT. FEO
10.,...-----.
: . R-43
_=-~;IO
/.~. ui'
/ /
/ /';
~~-
"~~ -' <'>--
p~U,\.! ;1'/)1) "'':!..
.~. ~;;v,;
, ,,:;,
REACH nl;
/
'10 cy/i'
-.j
-.
-'00
-~o 0 ~ lGO ISO 200
OISTAHCE S(AWARD or DNA' 1ol0NUW[HT, rtn
"
R-44
.~. ~V~
, ,
.~1'_10'
, 7">.:"
( /)~..,i--".'
" 'q
. " 1
~=
'~
d' ..cv<~
S~:';;'I;
T
,
-.~_._--
-,,,
"Rcr'Ll
----------.-----~-~
o .so 100 15D 200 2M! 300
DISTANCE SE.AWARO Of Q/llR 1oI0NVW[tH. rEET
~,,"1
-../"
->0
lit :\tlST(}." CLA.M BAY SOuTH 8EACH P'?OfiLES
&:\1()( IHE PR P A"'H r,'
F~(;I.'EEIL' FOR: COLliER COUNTY
DATE:D3/29 06 filE: RMONS
JOB FILE: 11 049 DA TUM:NGVD
SCALE: 1
FIGURE:
w~ (+1.;0' "C;\'D11
O' Navel
,>0 ""
_ltt!!,!.~'50' Neve);
o' ~cvo
~ J/H...:
'f/I'f(Ob
=100
8
5679 S:RAND COlJR'
NAPLES. r,_ .341 0
fAX; 2.39 594 2025
?HCNE~ 239 594 202 ~
I
~ :1
~ :-l--
:: ~2.j
z ,
g-4-4
. ,
> ;
':1-61
w -8~
~
~
LL~.l7.'
C1'/fT
-10"";
STA 0+00
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
342 of 371
k//i
, /I
',/ / ;
ji
,L'
SOuTH
"Oin..
-1:-.:OO-......._~~;-~5~--.,.,~_?OO -\'50 --1'00
OjSl.~CE: l-ROlol 9A.SL.lNE. (fEET)
8
6'-<
i
0' ',",1
i 2~""""'"
:: ot- \.:.
~ ;
.... -l~,
z ,
g-4-1
~-6~
-e"";
7J cr/n
-10-'
NORTH
-12-'----
-400
-350
6-<
Q 4~
>
~ 2-<
,
....: 0-+
~ -2-'
z ,
g-4-;
.
>
~-6---<
-a-<
5TA 0+-25
----
" ..-'
,~
-300
I I
-200 -150
FRO'" BASEUtoOr: (f'EET)
-250
OJSHNC(
ST,\, o+~o
,~ ~
~..."
'2 CYjn
-10~
NORTH
-12---;'---'- I
-400 -350
Hl~I1ST( l.'\
&.\((){ll{E
E'\( ;J ,'\!T 1<:
,
-300
-2S0-'-'-~ -1'50
OiST.~C( f'ROW BASEUNE (HET)
CLAM BAY CROSS SECTION
CUT 4
FOR;
DATE;
J08,
COLliER COUNn'
03 '29 06 mL ~SECCU. 4
11048 DATUM: NGvD
-50 0
,
\ / / I
/ / /j
/ "
i /"/;
( /,"1
~...
SO\.f,H
-100
-50
,/ /' .
~ /,/
(/)
'( /!
~~c..-I
SOUlH
-l'CO
-50 0
SCAlL \" 1 ';0'
FIGURE: C
-i
,
o
~ J.J-.,~
o/tv/ a
10/96
./S9 POST-OREOCE
09/05
5679 STRAND COU~T
NAPLES, rL 34110
,1\)'; (239, 594-202.'5
PHCNr: 12'39) 594-202'
",WW. h<..lmi<;tonOflomoore,com
I,
8-r-
i
~]
~ I
5 o~
~ -2
.
g-.-j
. 1
~-6-J
~ J
-8-4 --r:
j :....L-.Jl.! Cy/n
-",
, NORTi-<
-"I
-400
51
~ "1
! 2~
~ 0-+
::'-2--<
. '
g-4-.-;
.
~
-8~
-IJ--
-'2
-400
~ :1
~ i
c 0 1
w ;
.... -2-;
. .
2_04"';
.. .:
~ -Ii....
- ,
-10--
Sf A 0.75
~
~
,
-350
8
-,300
,
-250
DISTANCe
, ,
-200 -\50
.ROW e"'S[lJN( (FEET)
ST,l 1..00
~~
---.......-...' ~. '-- -- " ,- . ~..,-..,..
[2]11.5
cy/n
'10RTH
-J5()
8
,
6-i
-300
~~ ,
-250 -200 -150
DISTANCE PtOW BAS(UN( (FEET)
sa 1+25
~ ~
~",,'
-8-' [ZJll,.l cv/n
f-lORTH
-12--+-
-400 -J50
III '\IIST' 1:\
&\-It)(lHE
E:\<;{:\EEIL
-'00
_2iS() -200 -ISO
DISTANCE fROIol SJ,S(uN( urn)
CLAM BAY CROSS SECTION
CUT 4
FOR: COLLIER COUNT'(
DATE, O~ 29 06 II E, XSECCUT4
JOB, 11 Q.a DA TUM, NOVD
Clam Bay Subcommitlee June 17, 2010
VIlI-4-a New Business
343 of 371
\~'.
a
SOUTH
-1'00 -50
I
C~1-.i
"- ; / I .
!/~
v / !
tLJ'
sour,.
-100
-50
'~a
:/;%1
v~
\.~--,
o
o
i
'I
,
,
-100
SOUTH
-50 0 YjIW ~~
~.4-~
SCALE, ,"=100'
FIGURE: C2
10/95
./99 ?OST-O~{OC(
0'105
5679 STRAND COURT
NAPLES, n .34110
.AX; (239) 594-2025
Pt-lONf: (23~) 594-2021
..ww. hu mislc.no nd moore. com
Clam Bay Subcommittee June 17. 2010
VIII-4-a New Business
344 of 371
:1
STA 1...~
,~ 0+
l:: -4,,1
% i
Q -,.j
, ,
~-6"
~" ~""""'" C./....../..././...
.'. /"
V ., " t//)(~,' 7'~'
" / !
,/,
. ,
'-'---'
a .--i
> I
~ 2-j
-8-
14.. Ctjrr
"<O!Hr-
50UTH
- I 2,,"r--.-""T""-.-----,-.~--.---......-.-T""..--._,__ .....,"".'.-....,...'..'-,---,-'-..--.,...-....-
-400 -.3<50 -JOO -250 -200 -150 -laC
OISU,NCE FRO~ BASrUN[ (F(:[T)
-50
o
8,
,
SUO 1 +1~
c
>
!
.: 0
tJ i
'- -2~
% ,
~ -4-1
< ,
@-6-1
-6-:
\d3
'cA
I ~.. C'f/FT
-10-1
-12 I
-400
~~
-250
OISTMtC[
SOUTH
""-"--'"T-'-r-'--r--~--""'~""----;
-200 -150 -100 -50 0
fROw BASELINE (fEET)
,,<01.,;..;
-~50 -,300
8
1
'1
,
C .~
>
~ H
~
STA 2+00
,
.
I
I
I
~
,
,.: 0"';"--
~ _1,J
% .
g -...:
<
> -
~ -Q-'
~'" r!(;~
V (//1
, ' '/ / )
\/.>~'
...L_.~
-6'"
CZJ 1J,'
C'f/FT
-10-1
sown;
1 r.OIHH
-11"'~
-400 -,350
I .,.--,.-------.-----,--- "1'-----",-----~~.-~.-_.-,...----
-,30:; -250 -200 -150 -100 -50 0
DISTANCE n~ow 8ASELlNE (FEET)
Y/f'r/P(.
/4 ~t-
10/S8
<ol/ila ~r -DREDGE i
09/~~
III 'IIST< '"
&\-H~lHE
E,"';J"U-:I{.'
CLAM BAY CROSS SECTION
CuT 4
~6!9 STRANJ CCUR"
341 '0
59,~ - 2025
!-"OR:
DATt:;
JOB,
COLL:ER COUNTY
03 29 06 t"ilE: XSECCLH4
11048 DATUM: NGVD
SCALE 1.1 1 DC'
FIGURE: C3
(23"') 5942021
.. WW, !;1.HT1 'SI0'10 no "floore .(;')0,
~
"
,~
I
g 21
~ 1-;
Sf'" 2+31.5
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business
345 of 371
" 0
tj i
I,o,._H
~-2~
~ ~:j rT1
1 LL-Jll.6 CY/fT
+1 NORT"
-,~
-400
,
"0
DISTANCE
,..--------r-- I
.-200 -ISO
~ROw g"SEl.JN[ (frET)
-J50
,
'00
ll-.---.-----
,
,~
.~
su. .hOD
"
~ 2 l
~ 1
c o~
~ ,
.... .2....,
2 ,
g -4~
.
~
~
-8"" ""ZJ
,,_L ;,9
-101
_12+_~_OIHH j
-400 -350
cr/fT
-JOO
,
-250
DISTANCE:
I I
-zoo -l50
fROW e"SEUN( (rEET)
:~
"
>
~ 21
o
~ '
.... .2";
2 ,
g_4-j
~ :
j-ei:
-8-
STA .5+64.5
CZJu
cy/rr
-10---;
NORTH
-12
-200 -150
-1'00
-50
DISTANCE
..,
o '0
fll:QW a.stuN[ (fUr)
'1
CL.AM BAY CROSS SECTION
CUT 4
HI \IlSTO,
&\I(~ llU':
E:,\!;[:\EE!(S 'OR' C~'LER COUNTY
DATE: 0.3 29 06 FILE: XSECCU14
JOB, 11048 DATUM, NGVO
,
-100
,
-'0
SOUTH I
o
-1'00
SOUTH !
-50 0
~
>00
SOUTH
150 200
SCALE:
FIGURE,
1";;;..
0-'
'0
C4
o//<f-/"~
/L~
10j9S
4/99 POST-OREDGE
09/0~
5679 STRAND CCU~T
i\:AP,-l5. 'L 54110
fAX; (ZJ9) 594 2C2J
PHDNE: (239) 594.2021
www.humislen8ndmoore.com
8j
64
4
g 4-1
:!.'t
= 0
;:-2
z
o ,
~ -'l
~-6-i
'~ 1
-6'1 fZJ 17,6 C'l'jn
-10i
1 NORTf-l
-12 I
-'00
-1'~O
:~
* :1'
~
o
; ~:i
~_ ~:1 LZJ '0'
i "ORT"
-12 I I
-zoo -150
CYjF1
.
1
64
STA hl0
~ ~
\;~
,
-100
I I
o '0
fROW BASElINE (fEET)
,
-50
DISTANCE
SUO 4..60
'~~=
,
-100
-~o
OISTANCE
I ~---"--"-T'---'-'"
o 50 100
fROIol BA.SElINE (fEET)
sr_ 5.,.10
1
,," ~
> '
6 J-J
~_:t~------~t-r- I '-':- /'
'Z .f .,'
g -4~ ',. 'j
~ _6J
~ '
w ;
-8"';
, [ZJj,U CY!FT
-10"';
~ NORTH
-12
-ioo
-1'50
I I I I
-100 -50 0 50
DISTANCE fRO" BASElINE (fEET)
CLA~ BAY CROSS SECTION
CUT 4
Clam Bay Subcommittee June 17, 2010
Vtll-4-a New Business
346 of 371
1
100
$OUHt I
,
150 :ZOO
SOUTH
--1-.-.----;
150 200
-'---'--~--j
160
SOUTH I
,
150 200
'tfN-/~':; .
IL-. ~~
,
10/98 i
4/99 POST-DREDCE i
_09/05 l
1\ \ \ll ";TO'\
&\J()(iHE
I';:-;<;I.'\EEH"; FOR, COLLER COUNTY
DATL 03/29 /06 FILE, XSECCUT4 ISCAL',
JOB, 11048 IDATUM, NGVO IFlGURE: C5
,.~
I
1 It:::;: 1 00'
5679 STRANG COURT
NAPLES, ;l j41 10
fAX: (239) ::94-2025
PHONE: (239) 594-2021
WIN w. hum: s to "'lQnd moore, com
8T--~-~
1
!l
... -2-4
z l
Q -4-1
~ ~
::i -6"'
u
-81 [ZJ 7.6 CY/FT
-10-\
NOR~H
-121
-200
-!SO
'1"---
'I
r.J 4~
is ;1J
~ O+~----
u ;
... -24
z <
g _4~
. "
~ -6~
C 1
-81 [Z]2.1 cr/FT
-10-<
NORTH
-12
-200
-1'5()
'0
j
'-j
;;-6-1
> j
~ 41
::; ~l
:= o-+---"'~
z <
Q -2.....l
';( ~
~ -4~
d "
-6-1
1
-6-1
STA 5+60
....
'~
Clam Bay Subcommittee June 17.2010
VIII-4-a New Business
347 of 371
,
I
i
I
-I
i
SOUl I'
'50
200
I I I ",.
-100 -50 0 50 \'3C
JISTAN'C( fROM BASELINE (fEET)
SH 6+10
,~"..,"'..'-'
. .
,
,
-100
-50 0 50 160
OISTAltCE fROM BASELINE (FEET)
sourf-<
do
---~._..._._"--_._" ----.-j
[2]0
NOR-H
-10 '
-200 -\'50
11l\IIST"'-'
& .\IOOH.h
F'-'( ;J'-'FEH.
cr/n
STA 6+60
,
-100
, ,
o "
ntOlll BASElINE: (rEE:T)
-50
'J,srANCE
CLAM BAY CROSS SECTION
CUT 4
FOR, COLLIER COUNTY
DATE: 03 29 06 rilE: XSECCUI4
JOB, 11043 OATUM, NGVa
SCALE, I" = 100'
FIGURE; C6
SOUlf.<
. ~C"--r-
100
150
I
I
200
i
I
,
I
200
~~1<
",/p(;.
5619 STRAND caUR:
NAPLES, fL:Hll 0
f'AX: (2,~9) 594-2025
P~ONt (B~) 594 2021
www.hLJm.slc.nondrroore.com
'0 j m 7+10
'-j
0- S,
> ,
0 .-i
!'.
:1--{
~ ,
0
z .
g -Zi
~ 1
~ -.l
-6'l r / Jo CYjFT
-.~
NORTH
-10
-'00
-,150
':1
-- 6~f
g -!
~ .-j
g :1-------
~ -2~
" ,
> ,
OJ -4-t
~
~
,
-100
I I
-~o 0 50
D1ST,I,NCt rROIll BASELINE (fErT)
tOO
5T". 1+50
\.,'
-6""'; CZJo cr/FT
-81 >'fEST
-1 O-+--"'"'----r.-..,.....----r--,-...--'--,---.....--"'^~-~ I
-ioo -150 -100 -50 (; 50 100
DISTANCE ,ROW 8A$EUNE (Fte;T)
104
84
I
Q 6"
>
t 4~
~ ,]
6 01
~~]
;;: -s~j 0"
-.
.....EST
-1~200 -1~50
I H 'MISTO.'\
&\t(~)HF
E.'\, ;l.'\EI-.I,S FOR,
DATE:
JOB,
STA !hOD
" f'>...",...,' ,
~.~
cy/n
,
-1'00
1 I
C 50
FROM BASEWtE (FEET)
-~o
OISTl\NCE
CLAM BAY CROSS SECTION
cur ~
COLLIER COUNTY
03 J2~ 06 ILE, XSECCuT 4
11048 A'rUM; NGVD
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
348 of 371
SOUTH
,
150
,
I
ZOO
EAST:
, -j
150 200
tOO
150
EAST I
,
zoo
A Ii-. :
~/I~/P6"
10/93
4/99 POST-DREDGE
O~/05
SCAl~: ,11 100\
FIGURE: C7
5&79 STRANG COURT
NA,'d:S. f~ _~4110
FAX: (239) 594-2025
PHONE: (n9) 594 - 2021
...... w. ~l \J fT',;;;' ona nd IT' 00"0il .co rn
~
'0 j
6-{
j
;; oi
i 41
g l-j
o
z j
Q-z-i
~ I
> ,
~ -.~
-6-~ =zJu; CY/n
-8-.1
1 WEST
-10-1
-200 -150 -1'00
10
,~
C 6-,
>
0 .~
!.
l-i
~
~ 0
< -
Q -2-'
~
>
~-.-<
-6...,
-a"~
[L.a
CY!FT
;/fEST
-lO~ I
-200 -150
c
>
o
!.
"
w
!:'
z 0,
o
';:-2-'
~ j
.:: -.'4
-!H
a (yln
-8-1
,wES'
-10-t----
-200
,
-ISO
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
349 of 371
sa. 8+50
I I
-50 0 50
DISTANCE n~olol BASELiN( (FEET)
[AST I
I
200
10e
,
150
SU, 9..00
.. ,~ f::a<J
-- '.. -'.,,'
-1'00
-50
DISTANCE
I
EA$T I
-'-c'---r---o-~-..--._-j
6 ~ 100 ,~ 2~
FRO'" BASELINE (FUr)
sa 9...50
vtcAx
EAST
-1'00
.------r-.~...........,---'...,~--.."--.-.,.__
-so 0 50 100 150 200
OISUNCE FROIol BASELiNE (HEr)
CLAM BAY CROSS SECTION
CUT .4
1I1'~nST()"
&' \Ii )( )}tE
E"GI;'\iEEl<.' FOR, COLLIER COUNTY
DATE, D3 29 D6 rilE, ~SECCUT4
JOB: 11048 DATUM: NGVO
SCALt:: 1"-100'
fiGURE, C8
~ ffi-:~
i<"/<r/6>6
11'/9!
4;99 POST-DREDGE
09(05
5679 STRAND COURT
NAPLES. Fl 34110
FAX~ (239) 5;4-2025
PHON" (2H) 594-202'
www.h\Jm.$lonondmoore.com
r
'0
,
8l
a 64
>
! 4-1
,
,~
~ ,
"" 01
g -2~
~ -']
-6.j [ZJe..2 CY/Fl
-Si W[S{
-10 ;
-200
-1'SO
\0 I
.~
j
'"
~ :~"
.~ ,
t: C
t: -lJ
~ i
,.--<l-l
:;: ~
~~:l. [Zj",.O
NOFlTk
-'0
-200 -1'SO
cr/FT
'0
6.J
6-'
0' 4'~
>
! 2"';
,
.... 0 I
o ~
t:; _2J
z I
~ ~:~ [Zj ..,
+1
1, NORTH
-1~200 _1'50
cYjn
ST" 10+00
/-
~.,~
,
'00
I ~._,..._-.,.... I 1
-50 0 50 100
OISTANCE rAO,,", BAS(UN( (F((T)
STA 10+19
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business
3500f371
----~
,
---!
ISO
fAST I
200
~;LL,,~~ ~~
,
-'00
I I 1 I
-50 0 50 lOa
(,}ISTANC( nmw BA$ELlt.I( (re:ET)
sa 10...$0
\_~/~~
v
,
-100
-so 6 50 \00
DISTANCE f"ROw BASWN[ (FECT)
CLAM BAY CROSS SECTION
CUT 4
lit ~IlST()-"
&\l<)()HE
E.'\'CI:'\hERS FOR: COlUER COUNTY
DATE: 03 29 06 filE: XSECCUT4
JOB, 11048 DAIUM, NGVD
SCALE; ," m 1 00'
FIGURE, C9
SOU1H
,
150
SOUTH
150 200
200
A....../hn '
V-jlo/t>6
IOj')!!
4/99 POST-DREDGE
09/05
5679 STRAND COuRT
NAF:;.tS. it 34110
FAX; (239) 594-2025
PriONE: (239) 594 202'
if W w.h u m i s tono ndm oore.com
l:~
,~
,
" ,~
>
0 '4
~
~ 0
~ -Z'~
< ~
g -4-~
. ,
>
'j -6--1 [z] 3.5
... -aj NORTH
-"
-2.00 -1'50
10
i
'1
1
6j
0' 4j
> 1
~ :i""
c _,
g -4.
. ,
~~:1 CZJ,'
'1 NORTH
-10 I I
-200 -150
1:~
,~
0' 4-1
> ,
'-' 2-1
~ ~
0'
t;!
....-2-i
< ,
g-4-\
0( ~
>
~ -6--',_ rT'
;:: L..L..J 12..8
-8-1
1 NORTH:
-10............----,.-------,----
-200 -<50
STA 11+-00
CY/rT
,.---.--~...--.,-'-~.---T---r----T-.--r
-\00 -50 0 SO 1M
OISfANCE: fROw SASElINE (fEEf)
Su. II...SO
\~/!
Cl'jn
,
-100
,
100
-50
DISTANCE
, ,
o SO
FROW BASELINE (fEET)
5TA 12+-00
cZZZ2.'7/
"'. " ,//
,,' " ~.:,/~.(.,.
cYjn
~'~S~--"r-=1;-"--'I--r- SlO
DISTANCE fROW BAS(LINE (ff(T)
"0
CLAM BAY CROSS SECTION
CUT 4
III MlSTl1'\
&\.HHIH.E
E'\( ;("iElmS FOR, COLLIER COUNTY
DATE,03 29 06 rilE, XSECCUT4
JOS, 11048 OA-UM, NGVQ
SCALE; l"~IOOI
FIGURE, C 10
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
351 of 371
SOUTH
--'T
150 2.00
do
SOUTH i
I
200
SOUTH
,
"0
~ J.ft-, ~
'f'/lo/"'6
'00
1 Jj!f6
4/99 POST-~RtOGE
09/05
5679 STRANO COWiE
NAPLES, ;"l 34111)
FAX; (239) .534-2Q2~
PHONE: (239) 594-2021
www.hurr.iswnandrnoorl:l.com
10 i
.1
j
5-;
a 4-<
~
~ 2-1
~ 01
....-2--1
~ 1
.= -4-1
. <
> ,
:r5~ [2]0 CY/fT
-8'4
..ORTH
-10+
-ioo
,- -...r......._-~_._~-
-150 -100
Clam Bay Subcommittee June 17. 2010
VIII-4-a New Business
352 of 371
STA lh~O
----------~---l
I
I
\
~
-50
DISTANCE
I I
o 50
fROW BASEUNE (FEET)
10J
8"1
j
~ :~
! '1
i~:J
~ 1
~-61 [2]0 C'f/FT
-8..,
. "ORik
- I 0 ~'--r--'----'--"---"--
-100 150 1'00 -50 0 50
OtST4NC[ fRON 8ASEUNf (.EfT)
su,o n+oo
\
\
V
v
-::/
10-,---.----~-~.-.---.--~---.--
STA lh50
8___
1
6"1
0' 4~
>
3. 2-
:::: 0
~-2
z
g -4
.
~-6 CZJ
o CY!FT
..., -8-1
~ NORTH
-10 .
-ioo
I
-150
1
1l1\IlST( ),
&:\H)(H{F
1.:.'<;1., !'I'.IZ.'
FOR,
DATE,
JOB:
~
I
-100
,
.so
OIS'!' .NeE
I I
o 50
,ROW 8A,SElINE (FEET)
CLAM BAY CROSS SECTION
cur ..4
COL.lIER COUNTY
0.3 29/06 riLE: XS[CCUT 4
1 1048 DA 'UM: NCVa
5CA...L
FIGURL
SOUTH
100
150
200
~
.00
i
I
SOUTH i
I i
150 200
SOUTH
~ ht-r .
viI rr-jD'
,
100
I
'50
100
10/g8
4/99 POST-DREDGf
09/05
1 h 1001
C11
5679 STRAND CCURT
"iAPLES, ~ L 5411 ()
FAX: (239) 594-2C25
PHONE: (2.39) ':194 202.1
www.humisloncndmoore.com
1 O-:---^~-~"
8-1
1
6";
i
Q 4-i
> 1
~ z-1
t:1
~ -51 [2]0 c't!fT
-B-i
, NORrH
-10+---.,..- 1 I
-^2'OO -150 -100
'o~
8-'
6-1
~ '1
~ 2"1
ci 0 I
t: -zJ
~ i
.=-4-4
. ,
~ -5~
CZJo
C'fjn
-B-t
,*ORTH
.'0
-200
I
-150
'~-
~
=-
<oJ 0 j
~
'--2--1
~i
- _4-<
'< ~
~-6'"
;:;j 'L~11-5
-6-'
1 EAST
-10 ;
-ZOO
Clam Bay Subcommittee June 17, 2010
VIIl-4-a New Business
353 of 371
sr. 14+00
~., I
I I
-~o 0 50
DISTANCE nml.l aA$[UH[ (ffET)
I
100
150
SOUTH
'00
SOUTH i
- -.....-........1
200
AJ7/;/~
C'f/n
-,150
1I1\IIST",
&\I()(lI{E
l'::\(;I.'\Elm:
Sh '4+50
--~.--r==. ..
~_,~--r- -v'
I
-100
I ....,...'~~~----'-~-T-
o 50 00 1S0
FRO... 8ASt:LINE (fEEt)
->0
DISTANCE
STIt, 15+00
I
-100
I 1 ,
-50 0 50
DISTANCf rROIol BASfLlN[ (n:.n)
100
CLAM BAY CROSS SECT10N
CUT 4
fOR: COLLIER COUNTY
DArE: 03 29 06 FilE: XSECCUT4
JOB: 11048 DATUM: NGVC
SCALE: I" 10Q'
FIGURE: C 1 2
wrSti
/-4.. fI- ~
'f/Ur-/~6
1~0
200
10/98
4/99 ~OST-DREOG[
09/05
5679 STRAND COU~T
NAPLES. ~L 34110
FAX; (139) ,94-1010
PHONE: (239) 594-202
www,h0mislonondmOOf&.ccm
"1'
,~
I
6~
.-. 4-<
'" '
~ 2~
- ;
..: 0:
::; ;
" "-1
Z I
g-4-;
. "
~ -6"';
~ 'CZJ 16..5 c'fln
" -,~
1 (AST
-\0 '
~zoo
_1150
10T
,~
;
61
;
a .-1
>
~ 21
:.o+---
w j
....-2-+
Z i
g-4-\
.
5-6~ r~7J,:U Sl'/FT
-8"1
, EAST
-'Q'.~'--"'" '--..,...------.----,~'.
-200 -ISO -100
10
8--'
6-<
,
0' 4-i
> I
o '__j
"'-
01
"
w .
.....-2-j
a 1
~ -41
.....-6--1 ~
j i LL-J H.9 C'f/f"T
-8-;
1 (AST
-10 I
-200
-ISO
Ill\lIST( ),
&.\H){)\(.E
EI"';!.,I:EI(S FOR,
DATf:
JOB,
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
354of371
SfA 15..50
~
."..... -- -- - .
. ..
WEST
-,'oo~
I
.0
(FECT}
150
o
'00
OIS! ..NCf 'ROW 8ASH.lN(
ST~ 16+00
rV//7/2\
QISTANCE ,ROW aA.SEliNE (F(E:r)
sa 16+50
~dg
i"
-------J
1
"00
I I
-50 0 50
DISTANCE FRQW a,t,SELlNf (FEfT)
-,
'00
W(ST;
i
150 200
,2LAM 8A Y CROSS SE:TION
CUT 4
COLlilR COUf\;TY
03 29 06 FilE: XSE.CCUT 4
11048 DATUM: NGVe
SCALE ,"-loa'
fiGURE C 13
200
JL.--~ ~
'f-/''r'/t>6
iO/96
1 0&/99 :>OST - ORfDCE !
I 0'/0'
L
5619 Sf RANG COuRT
NAPU:S, ;L .Hl10
FAX; (235) 5S4-2::';2~
::>H,]N[; (239) 594-2021
....ww.hurr;sIQ"!:Jfldmoore.com
l
?
':j
~ '1
~ 21
~ ,
..: 0 i
~ ~
.... -2--i
~ '
;:: -4-...
.
>
j
L/,..jl<1.0 C'f/FT
-1.1-1
EAS"
.'O~"- --T^
-2'00 . 1 ~O
101
8
,
" '
>
~ 2
~ 0
w
....M2-1
5 i
;:.-4-1
. ,
; -6~ CZJ 11.7
~ ,
.~
j E"ST
-10-+-,"
-200 -150
'0
8-j
" :~
~ 2~
~- j
Or
~ i
"'-2.--j
z I
~-4~
. ,
>
~-6-;
-a~
[AST
-10 i I
-200 -1 ~O
1Il'\IlST()'\
&\It)(H{E
Ii", ;1 , liEl(" FOR,
DATE:
JOB,
sa lhOO
.~
. .
- ..--,'
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
355 of 371
I I
100 -~ 0 ~
DISTANC( f'ftCW &ASruNE (fEET)
WfST;
-r----,--~-"-"-'
100 150 200
STA 11+50
cr/n
,-_......, ".....-r"'---~'._-I..._-
-100 -50 0 $0 100
DISTANCE fROt.1 BASfLlNE (fECT)
::iTA 15+00
'~
.\~ . ..' /
5.:} c'f/n
_1l00
-,----r ,
-50 0 50
0ISTAi'lCf n~olol BA$fLlNE (,ffT)
CLAM BAY CROSS SECTION
CUT 4
COLLi::R COUNTY
03 29 06 FILE, XSECCUl4
11048 AlUM' NGVD
SCALE.
fiGURE,
\00
,.. "100'
C14
wEST i
150
100
WEST
~r/-., <
cr/Is-;JD'
150
200
10/98
4/99 ;;>(1ST -01<<0<;(
09/05
5679 STRAN[' COURr
NAPLES, Fl 54110
FAX: (239) ~94-2025
PHONE: (239) 59.1-2021
www.humistO..Jondmoore.com
Clam Bay Subcommittee June 17, 2010
VIII-4~a New Business
356 of 371
FDEP Notice to Proceed 2nd Maintenance Dredge (2007)
"^"--..~.
,;~ ",".!to .
,,',
,'< '- .."...p.: J\
. ,.
FLORm1":-
Department of
Environmental Protection
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
357 of 371
eo BJ~j'
~'1a",O"i StQr;C'!1J" CL,ic\":g
39DC C(~;'nr:;O'lw\;'llid^; Bouicv]r:!
T ,i!;d",:;~'i:.:2 ;:::0:';;);, 32399-3000
~lk;r:,', Ivi CJS JI'{
;.,;, \'\:.r';FH
)';-(:('\:i'
CERTIFllW - RETURN RECEIPT RI~OUESTED
June 2'), 20iJ(,
<\,111\..'1' ('llllllty. Pel1C<Ul Bay ~i...T\ 1'2('::) DivlS\OI1
(.' 0 I(('n llllnllSt\lll. lluflllShl!1 ;\lld \loorl' Frl~UIlC'cr"
~()'"'() Strand Court, ll1ll Il()
\iapks, IT 341111
:"OTlO: TO PROCEED
Permit "0, OI28cl63.001.JC
PL~rmittcc: Collier Cnunty. PelicaJl Bay Services Divislpn
ProJect: Clam l3a: Rcstnr,atinn and I,(mg-'Tenn Managclnl'nt
Dcar:vIr. 111II11islOn,
I hl' pcrnlltlCe has complied \\ Ilh the pcrnnt conditions rcquir\;,.'LI to Issue lht.' enclosed ,'mice to
Procc..:d ,)ftht: abo\ (; r('kn:nccd pnlJL'Cl. ,\11 construction or other aC\lvitll's arc strictly limited to
lliuse ,kscnbcd in the: final order and approved plans, Please rcad tlie pennit and pe,nnil
(,ol1dnions (lo~cly hcl()!"c ~tartil1g con<.;lrtll'tion ~()tc that Specific Condition 1 requires:1
prcconstructioll rnccung prior 10 construction, Cicllcral C.onditions \) and I! and Spl'clllC
Condition 13 pertain to \\Tittc!1 reports wl11(:11 I1llls1 hI..: slIomiUed to the rkpartlllcnt or
Envirolllllcnlal Protection.
Your assistance in ensuring cOlllp~iance \\lth all conditions lJ1coq)oratcd into the permit is
appreciated. r r r may hl' or any ClIr1her assislance. rlcasc contact me at the letterhead address
(add \Iml Stalion ,1001 or bv kkphone at (S5i1)clI4.77%.
SlllCCll'ty,
Lattlic I:dwards, Ph.D.
[[mronmenlal Spceiahsllll
Burcau of Beaches and Coaslal Systems
cc:
Kyle Lukasl. Pcli<.:an Bay Scr\'iccs Di\ision
,loe Foster. ] Il1l11istoo <Inti \tloon: Englllcers
( ':If' \1c.\lpin. Colllcr Count\
Clam Bay Subcommittee June 17. 2010
VIII-4-a New Business
358 of 371
"OTlCE TO PROCEED
Pelican Bay Services Division
Permit "n. 0I28463-001-JC
I'age 2
Lucy Bhllf, DEl'. South District Office. FI. vlyers
jennIe Cowart. DEl'. South District Office. 1'1, Myers
Robbin Trindel!. FWCC. Bureau of Protected Species Management
11arry Bergmann. U.S, Army Corps of Engineers, Fort Myers
Tim lIall. Turrell and .\ssoeiates
"ieole Ryan. rhe Conservancy ofSW Florida
Rebecca Roland. DEI' BBCS
Raben Brantly, DEf' BBCS
ban Hunter, 1l1'f' BBCS Compliance Officer
BBCS Irk
Clam Bay Subcommittee June 17, 2010
VIl1-4~a New Business
359 of 371
FLORIDA DEPARTMENT OF
ENVIRONMENT AL PROTECTION
NOTICE TO PROCEED
PERMITTEE:
Collier County, Pelican Bay Services Division
5679 Slrand Court, Unit 110
Naples, FL 34110
PROJECT: Clam Bay Restoration and
Long-Term Management
PERMIT NUMBER: 0128463-001-JC
PERMIT EXPIRES: July 6, 2008
You are hereby granted final authorization to proceed with the construction or activities
authorized by the permit number referenced above. Authorizcd work must conform with the
detailed project description, approvcd plans, and all conditions including preconstruclion
reqUIrements included in Ihe final order. A bricfdcscription olthe authorized work follows,
PROJECT DESCRIPTION: Authorization is granted to maintenance dredge approximatcly
14,700 cubic yards of material from Clam Pass and restricted channels within the system in order
to maintain the design depths, Beach compatible dredged material will be placed on the beach to
the south of Clam Pass, along a 1,900 foot long stretch ofheach. Authorized work must confoml
, ,
with the detailed project description, approved plans, and all conditions included in the tlnal
order.
PROJECT LOCATION: The project is located in the Clam Bay Natural Resource Protection
Arca and surrounding developments in Collier County, Sections 4, 5, 8, 9, 32, & 33 of Township
49 South, Range 25 East, ('lass II waters, not approved for shellfish harvesting,
Questions regarding the permit or this notice should be directed to the undersigned at:
06i29i7006
/ .
,.1'"--'( C~(, ':~L __~ /~,{-I'-.
I ainie Edwards, Ph.D,
Bureau of Bcaches and Coastal Systcms
,900 Commonwealth Blvd" M,S, 300
Tallahassec, Florida 32399-3000
Telephone (850) 414-7796
Post Conspicuously on the Site
Clam Bay Subcommittee June 17, 2010
Vlll-4-a New Business
3600f371
DEP Memo Altering Entrance Channel Width
Clam Bay Subcommittee June 17, 2010
VIII-4.a New Business
361 of 371
Florida Department of
Environmental Protection
Memorandum
DA TE: October 24,2006
TO: DEP Staff (listed below)
FROM: Lainie Edwards
Bureau of Beaches & Coastal Systems
SUBJECT: Transmittal of Modified NTP request
File No, 0128463-001-Jc' Collier County
Applicant: Collier County
Project: Clam Pass Park Restoration Project
We have received a modified request for a NTP for maintenance dredging at Clam Pass,
Essentially - rather than dredging a 30 foot entrance channel, the entrance channel will be 80
feet, as originally permitted in 1998,
PROJECT DESCRIPTION:
The proposed project consists of dredging the Calm Pass channel and placement of beach
compatible sand along the Collier County Clam Pass Park beaches south of Clam Pass (from
approximately 200 feet south of R-42 to R-44).
If you have any comments or questions, please contact me at my email address
Lainie,edwards@dep,state,llus, or in writing at the DEP Office of Beaches and Coastal Systems,
3900 Commonwealth Blvd., Mail Station 300, Tallahassee, Florida 32399-3000, or by telephone
at (850) 414.7796, Your comments are requested by November 9, 2006, (if possible) and will
be used in our evaluation of the proposed activity, Thank you,
Robert Brantly. ABCS
Ralph Clark. SHeS
kn Koch. HHeS
Clam Bay Subcommittee June 17. 2010
VIII-4-a New Business
362 of 371
FDEP Notice to Proceed 2nd Maintenance Dredge with changes (2007)
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
363 of 371
Florida Department of
Environmental Protection
("11;1111(' t"ri,..t
( ;0\('11101
\larjtHy Sllll\l.'lll;lll I )ull~bs Bllddlt\l~
woo <. 'UllllllOI1\\\:alth BOllt'\':lrd
1 allahas:it'l'. FI\ltldJ _;~.~')()- ;000
.fl'ffK\lllblllp
1.1. <';O\'l'fHOr
\11,:1);1('1 W Silk
",';'1"('1;\1\
CERTIFIED - RETURN I~ECEII)T REQl'ESTED
January 1'1,211117
Collier County, Pelican Bay Serviccs Division
...:0 [(ell IlulllistOll, Humiston and \loon: LnginGcrs
:'()'7q Strand ("H1rt. t 1111 110
',,''i,Ie-,.11 .141111
,"OTlCE TO PROCEED
PLTl1lil "",'.1I12S4t>.1.IIIII.JC
Pcrtllittl,c: Collier COUtH)'. Pelican Hay Ser\';l:es f)ivl~io!l
Projcct: Clam 13ay Restoration and I ,(lng" l'enl1 :\1anagl'llh.:nt
Dear \11'. Ilumiston,
The pennittec has compiled with th~ permit cOllditlon~l required to Issue the enclosed l\otice to
Proceed of the above rckn:nced project. :'\11 construction or other activities are strictly limilL.'d to
tl1usc descrihed in thc linal ordcr and appro\lxi plUllS. PIcas!.: rcad the permit and permit
COIHiita)rh closely hcl~)rl' stMling -,:ollstrucllUll, Notc that Spl'cIlk Cnndition 1 requires a
pl"t,'L'0l1sInIClinll111L'L'1111f:,~ pnor tn constructlulL (il'IH.:ral ('unditHJ!lS \) alld 11 .lIld Spcl'ilil.:
('{mditintl 1 ~ pcrt:lillltl written repons which Illllst he suhnlltled to tilt' I k'partlllCt1t or
f"ll\lrOl1\1'.,-'lltnl PnHl'Cll\)ll
Ynur assistance in ensuring compliance \\ith all conditions il1curporakd into the permi1. is
appreciated. If Illlay he nl';,lIlY i'urtllcl assistance, pka:ic contacllrlc at tilt,: ktterlll'ad address
I add \laJi Stall()n\OiI) or bv 1"lcpl1"",, al (K)II) 414- 7796.
Slllc"r"I),
Lamic l.dward" Ph.ll.
I'rl\ir\lnrn"ntat Speclalrsll!1
Bureau of Beaches and (nastal SystL'ms
ce: Gdry McAlpin, ('oilier COllnly
Kyle I.ukas/, Pelican Bay Services Division
Joe hlstr.:J'. Illlllliston and Moore Fnginccrs
..\1,1/"1' flrllll'III!IIJ, !.,'II IJ/"(hf'\\
\j'\! "I.dl'!J,lur,'ll.w
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
36401371
1\0TlCE TO PROCEED
l'cHcan Bay Services Division
Pcrmill\n.0128463-001-,IC
Page 2
I.ucy Blair, DEI'- South District (mice
,knnie Cowan, DEI' BriCS
Robbin I'rindell, I'W( '('. Ilurellu or I'mteete" Species Management
Rebecca Roland, [)l'1' IlBCS
Robert Brantly, DEI' IlBCS
Ralph Clark, DEI' BBCS
Jenn Koch, DEI' I'lBCS
Hohhy Ilalberl, DEI' BBCS Compliance Ofllccr
I1HCS File
\forc l'rofcl"fIrJlI, L'ss {lro{'("ss '
II \\'I\,dCf1.\'II/(t'.fl.IIS
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
365 of 371
FLORIDA DEPARTMENT OF
ENVIRONMENT AL PROTECTION
~--'"-~~,
~;~(::::'l"';;:',l'~~~~'
NOTICE TO PROCEED
pI<:RMITTn::
Collier County, Pelican Bay Services Division
5679 Strand Court, Unit 110
Naples, FL 3411 0
I>ROJECT: Clam Bay Rcstoration and
Long-Term Managemcnt
PERMIT NUMBER: 0128463-001-JC
PERMIT EXPIR~:S: .luly6, 2008
You arc hercby grantcd linal authorization to proceed with the construction or activitics
authoriz\-'<.i by the permit number referenced above, Authorized work must eonfonn with the
detailed project description, approved plans, and all conditions including preconstruction
requirements included in the tinal order. A brief description of the authorized work follows,
PRo,n:C[ Dl,SCRIPTION: Authorization is granted to maintenance dredge approximately
18,200 cubic yards of material from Clam Pass and rcstricted channels within the system in order
to maintain the design depths, An entrancc dredgc cut of 80 feet is authorized and beaeh
compatible dredged mateIial wi II be placed on lhe beach to the south of Clam Pass, from
approximately 180 tcet south of R-42 to R-44, Authorized work must conform to the delailed
project descIiption, approved plans, and all conditIOns included in the final order.
PROJECT LOCATION: The project is located in the Clam Bay Natural Resource Protection
Area and surrounding developments in Collier County, Sections 4, 5, 8, 9, 32, & 33 of Township
49 South, Range 25 East, Class II waters, not approved for shellfish harvesting.
Questions regarding the permit or this notice should be directed to the undersigned at:
Bureau of Beaches and Coastal Systems
3900 Commonwealth Blvd" M,S, 300
Tallahassee, FloIida 32399-3000
Telephonc (850) 414-7796
01/19/2007
L,ainic Edwards, Ph,D,
Post Conspicuously on the Site
FDEP Modification #3
Clam Bay Subcommittee June 17, 2010
Vtll-4-a New Business
366 of 371
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
367 of 371
~'lt01EC1ION
~
I .
j HOR
::~: :it! .s. I, E: ~ ~~; i!'__~ <
Florida Department of
Environmental Protection
Charlil..' Crist
(iovernor
JelT Kottkarnp
Lt. GOV\:;'f!1or
Marjory Stoneman Douglas Building
3900 Commonwealth Boulevard
Tallahassee, Florida 32399-3000
Michael \\', Sole
Secretary
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
June 5, 2008
Collier County
c/o James Mudd
330 I East Tamiami Trial
Naples, FL 34112
and
Pelican Bay Services Division
c/o Colemann Connell
7024 Pelican Bay Blvd.
Naples, FL 34108
Permit Modification No, 0128463-003-JN
Permit No, 0128463-001-JC, Collier County
Clam Bay Restoration and Long-Term Management Permit
Dear Me Mudd and Me Connell:
Your request to modify this permit has been received and reviewed by Department staff. The
proposed modification is to extend the original permit expiration date one year, from July 6,
2008 to July 6, 2009, No additional modifications to the currently authorized project are
proposed,
You have indicated lhat you intend to apply for a new permit to continue this project. When
doing so, the activilies within the interior of Clam Bay would be regulaled under the
Environmental Resource Permit program through the Department's South District Of1ice,
Dredging beach-qualily sand from the inlet in order to maintain flushing in the Bay, and
placement of the sand on the beach, would require a Joint Coastal Permit from the Bureau of
Beaches & Coastal Systems, Extending the expiration date of the original permit by one year
will allow the mangrove restoration activities to continue while the applications for new
authorizations are being processed,
;. '\ !o/'e FrOli!cliOI7, !~es.'" Frocess'
ll'll'll".depslllle(1, liS
Clam Bay Subcommittee June 17,2010
VIII-4-a New Business
368 of 371
Notice of Permit Modification
Permit Modification No, 0128463-003-JN
Clam Bay Restoration and Long-Term Management Permit
Page 2 of5
Staff has determined that the previously authorized activity is consistent with the statutes and
rules that are currently in effecl and no significant change in shoreline conditions has occurred
since the original permit was issued, The applicant has demonstrated thaI the activity can be
completed within lhc time extension requested based on a schedule for completion included with
the request. Furthermore, the proposed time extension is not expected to increase the potential
for adverse impact on the coastal system, public beach access seaward of the mean high water
line or nesting sea turtles and hatchlings and their habitat.
Staff finds that the proposed modification is not expected to adversely affect water quality or be
contrary to the public interest. Since the proposed modification is not expected to result in any
adverse environmental impact or water quality degradation, the permit is hereby modified as
requested, By copy of this letter, we are notifying all necessary parties ofthe modificalion,
This letter of approval extends the expiration date 10 July 6, 2009, The modification does not
alter the Specific Conditions, General Conditions, or monitoring requirements of the permit.
This letter must be attached to the original permit.
This permit is hereby extended unless a sufficient petition for an administrative hearing is timely
tiled under Sections 120,569 and 120,57, Florida Statutes, as provided below, The procedures
for petitioning for a hearing are set fc)rth below, Mediation under Section 120,573, F,S" is not
available for this proceeding,
A person whose substantial interests are affected by the Department's action may petition for an
administrative proceeding (hearing) under Seclions 120,569 and 120.57, F,S. The petition must
contain the information set forth below and must bc 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,
Because the administrative hearing process is designed to redetermine final agency action on the
application, the filing of a petition for an administrative hearing may result in further
modification ofthe permit or even a denial of the application, If a sufficient petition for an
administrative hearing or request for an extension of time to file a petition is timely tiled, this
permit modification automatically becomes only proposed agency aclion on the application
subject to lhe result of the administrative review process, Accordingly, the applicant is advised
not to commence construction or other activities under this permit modification until the
deadlines noted below for fIling a petition for an administrative hearing or request for an
extension of time has expired,
Under Rule 62-110,1 06(4), Florida Administrative Code, a person whose substantial interests are
affected by the Department's action may also request an extension oftime 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
'"I/orc I'nJ!t:diol1. /'es.\ J!nh'l'S,\'
\111'wilc{' s/~IIe!l1/l
Clam Bay Subcommittee June 17, 2010
VIII-4-a New Business
3690f371
Notice of Permit Moditication
Permil Modification No, 0128463-003-JN
Clam Bay Restoration and Long-Term Management Permit
Page 3 of 5
Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee,
Florida 32399-3000, before the applicable deadline, A timely request for extension of time shall
toll the running of the time period for tiling a petition until the request is acted upon, If a request
is tiled late, the Department may still grant it upon a motion by the requesting party showing that
the failure to tile a request for an extension of time bcfore the deadline was the result of
excusable neglect.
In the event that a timely and sufficient petition for an administrative hearing is tiled, other
persons whose substantial interests will be affected by the outcome ofthe administrative process
have the right to petition to intervene in the proceeding, Any intervention will be only al the
discretion of the presiding judge upon the tiling ofa motion in compliance with Rule 28-
106,205, FAC.
In accordance with Rule 62-110,106(3), F.A.C., petitions for an administrative hearing by the
applicant must be filed within 14 days of receipt of this written notice, Petitions filed by any
persons other than the applicant, and other than those entitled to written nolice under Section
120,60(3), F,S.. must be tiled within 14 days of publication of the notice or within 14 days of
receipt of the written notice, whichever occurs tirst.
Under Section 120.60(3), F,S.. however, any person who has asked the Department for notice of
agency action may tile a petition within 14 days of receipt of such notice, regardless of the date
of publication,
The petitioner shall mail a copy of the petition to the applicant at the address indicated above at
the time of tiling, The failure of any person to file a petition for an administrative hearing within
the appropriate lime 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,
In accordance with Rule 28-106,20 I, F,A,C., a petition that disputes the material facts on which
the Department's action is based must contain lhe following information:
(a) The name and address of each agency affected and each agency's tile or
identification number, ifknown;
(b) The name, address, and telephone number of the petitioner; the name, address,
and telephone number of the petitioner's representative, ifany, which shall be the
address for service purposes during the course of the proceeding; and an
explanation of how the petitioner's substantial interests are or 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;
.. I/o!"e J'l'oft'Clioll. r('.IS J'nh'{'.\'.~'
II 11'\1 dCfl s((/[cjl 1/1
Clam Bay Subcommittee June 17,2010
VIlI-4-a New Business
370 of 371
Notice of Permit Modification
Permit Modification No, 0128463-003-JN
Clam Bay Restoration and Long-Term Management Permit
Page 4 of 5
(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;
(I) 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 slatement 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.
A petition that does not dispute the material facts on which the Department's action is based
shall state that no such facts are in dispute and otherwise shall contain the same information as
set forth above, as required by Rule 28-106,301, F,A,C, Under Sections 120,569(2)(c) and (d),
F,S" a petition for administrative hearing must be dismissed by the agency if the petition does
not substantially comply with the above requirements or is untimely filed,
This action is final and effective on the date filed with the Clerk of the Department unless a
petition is filed in accordance with the above, Upon the timely filing of a petition this order will
not be effective until further order of the Department.
This permit modification constitutes an order of the Department. The applicant has the right to
seek judicial review ofthe order under Section 120,68, F,S" by the filing of a notice of appeal
under Rule 9,110 of the Florida Rules of Appellate Procedure with the Clerk of the Department
in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, 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 of appeal must be filed within
30 days from the date when the final order is filed with the Clerk of the Department. The
applicant, or any party within the meaning of Section 373,114(1)(a), F,S" may also seek
appellate review ofthis order beforc the Land and Water AdjudicalOry Commission under
Section 373,114( I), F,S, Requesls for review before the Land and Water Adjudicalory
Commission must be filed with the Secretary of the Commission and served on the Department
within 20 days from the date when the final order is filed with the Clerk of the Department.
The Department does not require notice of this agency action to be published, However, the
applicant may elect to publish notice as prescribed in Rule 62-110,106, F,A,C" which constitutes
notice to the public and establishes a time period for submittal of any petition, When there has
been no publication of notice of agency action or notice of proposed agency action as prescribed
in Rule 62-110,106, F,A,C" a person may request a copy ofthe agency action, The Department
shall upon receipt of such a request, if agency action has occurred, promptly provide the person
with notice,
"\/o/"e !'{"oled;O!/. ((',IS !'rOl'es.\
1I'lfl1'dc{Jsfufc'lll/\'
Clam Bay Subcommittee June 17, 2010
VIlI-4-a New Business
371 of 371
i\olicL' or PL'J'mit \lodilicatioll
I'crmit i\1odilicalion '<0.11118463-003-.1'<
Clam Bay Rl'storation und Long-Term \1anagcmcnt Permit
Pagl..~ 5 of ~
If you ha\~: any questions n:garding Ihis matter. please cnlllact I.ainil' Ldwards at the letterhead
address or by telephone at (850) 414,7796,
Sinc..:rely
. :1/;", /
/ ,. ~ (/~:::
';;v<.- ,/,,(..
u: v
\lartin K, Seelin~
I 'nvironm('ntal Administrator
l{url'<lI1 oj' Ih.'<lchL's & (\):\slal S;,'SlCIl1S
\IKSk
cc Em" Blair. III I', South Ilistrict
(iar) l"ki\lpin. Cdllit.'r t 'nunt)
Pamela Keyes, Collier C'ollmy
Jim Burke. Pelican Bay Service Division
I'lill llall. l'urn:1I and ,'\ssociatl's
I)a\'id J~tlscr. SI..'agak' PropL'rt) Ch\ m:rs Association
"like Ilaller. eily of Naplcs
.Iennie ('owelr!. DEI'. BileS
Ik Robbin Trindcll. 1'\\'('. Irnperikd Species Management Section
lun):.;; i'vk+I\\aiIL t.. S. Ann) ('orp" of Fnginccrs
"likl' Ilanll't!. DI-.I', IllleS
Rohcrl IIrantl\, DIP IlIlC'S
Subelrna Malak"r, 1 11 P. BIl('S
l\.larcia Cravens. Pelican ILl\ Servicc Divisiun
J{'p ('ornpl1allee ()nlecr
HileS Pennit IIIe
FILING ANI) ACKNOWI.IW<;:VIENT
1-11,1 D. on !hi~ date. PUfSllallt 10 Sl;;'clion 1~~O,)2.1"lorida Statutes. \vith the tksignatt:d
J kl),lrlll1l'IH ('krk. 1\.'l'L'lpl ur \\hicl1 is Ih:Tl'h! ;ICKIlU\\lnlged.
) I
rc<i>!,t:;1'4I
I kpLlt\ ( lerk
/'
6-5-;00['
1).11,'
\frJI',' j',iJ/t'((JUn 1,,\\ !'/'ri(t",\
'\\''1d''/r\UIC!/ .:I.,
Clam Bay Subcommittee June 17, 2010
VIII-4-b New Business
1 of 5
EXECUTIVE SUMMARY
Recommendation to approve the attached Change Order No. 3 to PBS&J's
contract for Clam Pass/Bay required to address additional information requested
by FDEP and the USACE for the Clam Pass maintenance dredging permit for time
and material not to exceed $69,050.
OBJECTIVE: Approve the attached Change Order NO.1 to PBS&J's contract for Clam
Pass/Bay required toad dress additional information requested by F DEP a nd the
USACE for the Clam Pass maintenance dredging permit.
CONSIDERATIONS: The USACE and FDEP are requesting additional information not
in included PBS&J's current scope of work. This is required to secure the Maintenance
dredging permit for Clam Bay and expected to cost $69,050, Contract will be on a T&M
not to exceed basis,
ADVISORY COMMITTEE RECOMMENDATIONS: At the June 10 , 2 010 C AC
meeting this item w as recommended for approval 6 t 0 1, Staff i s recommending
approval of this item,
FISCAL IMPACT: The Source of funds is from Category "A" Tourist Development Tax
fund 195,
GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management
Plan related to this action,
LEGAL CONSIDERATIONS: This item h as been reviewed and appr oved by the
County Attorney's Office and is legally sufficient for Board action. - CMG
RECOMMENDATION: To approve Change 0 rder N o. 1 with PBS&J for Clam
Pass/Bay for time and material not to exceed $69,050,
PREPARED BY: Gary McAlpin, CZM Director
Contract 07-4153
June 4,2010
Clam Bay Subcommittee June 17, 2010
VIII-4-b New Business
2 of 5
SCOPE-Of-WORK
Additional Work Request
Change Order #3
WO#45-100227
Contract # 07-4153
May 18,2010
CLAM PASSIBA Y ESTUARY
PBS&J is pleased to provide a scope of work for Clam PasslBay Estuary. The intention of this
Work Assignment is to provide professional guidance, preparation of project documentation,
respond to peer review comments and expert review of project information for Clam Pass and
Bay Estuary. In accordance with CoJlier County Contract Number 07-4153 "Professional
Engineering Services for Coastal Zone Management Projects" the following scope of work is
presented herein,
Current Understanding - On March 24, 2010, PBS&J received comments (request for
additional information (RAI)) back from FDEP concerning the Clam Pass JCP plans and
design, After thorough analysis of the request for information, meetings were held on May 4
and 7, 2010 with Merrie Beth Neely, Jennifer Koch and other staff members at the Department
to discuss clarification and potential relief on specific questions and additional requirements
listed in the letter. Specifically questions 23, 25, 27, 31, 33 and 39 were discussed to clarify the
level of analysis and information required to respond. Results of the meeting indicate the need
to complete further analyses in order to respond to the RAt Based on the outcome of the
FDEP meetings the following scope of services is liSied below.
In addition, the USACE provided a package to PBS&J on June 2, 2010 that included
approximately 100 public comments/questions regarding the permit application. As part of the
permit process these questions will have to be addressed,
SCOPE OF WORK
Task 3 - Clam Pass Applieation for Joint Coastal Permit
.1Cf{Hisiti0I1 or Project P(,J'mit-",
Material and documentation required for to respond to the RAI will be prepared and submitted
to the regulatory agency; Florida Department of Environmental Protection. A total of four (4)
meetings will be held with the regulatory agencies to review the RAls, public comments, and
prepare necessary response(s), etc, Appropriate changes to the design documents will be made
following review and approval by County staff.
This scope of services does not include for any type of detailed environmental documentation
such as a mitigation plan, Environmental Assessment (EA) or Environmental Impact Statement
PBS&J
Contract 07-4153
June 4, 2010
Clam Bay Subcommittee June 17, 2010
VIIl-4-b New Business
3 of 5
SCOPE.OF-WORK
(EIS), Any items out-of-scope will be discussed with the County and a scope of services will
be provided,
FDEP Response: Based on the comments received from FDEP (dated March 24, 2010) the
following areas will be addressed:
o Revised drawings and plan sets to include items requested in RAI comment No, 23,
o Address comments with regards to the proposed mixing zone limits, edge of nearshore
edge of hardbottom, minimize any impacts to natural resources, etc., RAI comments
No. 25 and 33,
o Respond to comments regarding the geotechnical data, hammer cores, sediment
sampling and beach compatibility analysis, RAI comment No, 27.
o Provide clarification of proposed impacts to natural resources (seagrass, Thalassia
testudirnun), RAI comment No. 33,
o Analysis the cross-section area of the proposed dredge template, within the proposed
impacted area, to determine if minimum flow requirements can be maintained, RAI
comment 33,
o Calculate the required application fee based on the above application revisions, RAI
comment No, 39. All application fees will be paid by the County
USACE Response: Based on the comments received from US ACE (dated June I, 2010) the
following areas will be addressed (respond to item No,3):
o Provide description of the criteria and/or thresholds that will be used to detennine the need
for periodic dredging activities in the proposed work area; please identify the responsible
party associated with such detennination(s);
o Provide description of the water quality parameters that are anticipated to improve as a
result of the proposed work - include data that describe past/current "impaired" conditions
and describe the 'illticipated quantitative improvements to water quality;
o Provide confinnation that the proposed work area is consistent with the previous dredge
template/footprint; please provide a mapping/ground-truth reference for any such
statement (e.g" use of coordinate datalGPS, etc,) that supports adherence to the historical
footprint during project activities;
o Provide a narrative that addresses public interest review factors; the narrative should
demonstrate that the project is clearly in the public interest (typical public interest review
factors include: conservation, economics, aesthetics, general environmental concerns,
wetlands, historic properties, fish and wildlife values, land use, navigation, shore
erosion and accretion, recreation, water quality, safety, and consideration of property
ownership),
o Perform a site visit with National Marine Fisheries Service (NMFS) of the project site
to review resources within the area to be dredged,
Due to the magnitude of comments/questions received (100 plus), the substantive issues raised
in the comment letters will be addressed; and responses will be grouped by topic, The
comments are generally much the same, such that there is no need to respond to each individual
comment leller, but PBS&J will capture the essence of the concerns in the responses and will
look at the individual comments in order to prepare an adequate response. Also, please note that
the responses will be prepared to and for the US ACE, and are not to the commenting parties;
~S~ 2
Contract 07-4153
June 4, 2010
Clam Bay Subcommittee June 17, 2010
VIII~4-b New Business
4 of 5
SCOPE-OF- WORK
however, a future request could prompt release of the documents subject to coordination with
the USACE Office of CounseL
Note: this task does not include services for responding to legal objections, preparing for expert
testimony or preparing for litigation to the project. These services will be provided under
separate scope and fee to the County. In addition, it is anticipated that additional comments
will be received from National Marine Fisheries Service (NMFS) and United States Fish and
Wildlife Service (USFWS) regarding the preparation of the federal biological opinion (BO),
This scope/fee does not include responding to, meeting with or addressing comments received
from NMFS and USFWS other than those described above,
SCHEDULE
The above scope is based on an estimated twelve (12) month schedule of participation, The
work assignment may be amended if the schedule is extended beyond the eighteen months,
PBS&J will complete weekly updates to County staff on the schedule, task and present budget
of the project. In addition, quarterly progress reports will be prepared that outline project
expenses to date and review the budget and schedule.
BUDGET
In accordance with Collier County Contract Number 07-4153 "Professional Engineering
Services for Coastal Zone Management Projects" compensation for the above scope of work
will be based on a Time & Materials charge not to exceed the amount listed below without
authorization from the County,
Task 3 - Respond to FDEP & USACE RAIs
$69,050,00 (Time&MateriaIs)
Total
$69,050,00
,
/ /
/i//
If) -,
",,,,./:;-":''''->,/ ,:--:<~-':,.,-----)
/. 4/ /} - /~;::"",,,./,"
<::_-".--~.~f--",":"'-' --"~~~-"~~
Jeffr'~y,i Tabar
Pr6ject Director
PBS&J
June 4, 2010
Date
PBS&J
3
Contract 07-4153
PBSJ
June 4, 2010
Clam Bay Subcommittee June 17, 2010
VIII-4-b New Business
5 of 5
SCOPE-OF- WORK
ATTACHMENT B-StatementofWork (Budl!etEstimate)
Client: Collier County
Project: Clam Pass JCP
Project No: THO
Prepared By: JRT
Laborrates will be billed at or below rates established per the agreerrent nwnber contract # 07-4153
Note: time may vary depending upon the task assignrrent and labor rate assigned
a r osts
Sf. Project Manager (JT)
Principle Ecologist (OT)
Engineer III (BF)
Coastal Modeler (ill)
Junior Hydrogeologist (MS)
Senior Technician (NW)
5170.lXl
$160.tX)
$115.00
$IIO.IXI
$IIXHXJ
$95.IK)
Total Hours
Labor Cost
Reimbursable Costs
Sub-Contractors
Total Reimbursables
Total Project Budget
Task 3
JCP Total Labor
Pn:para1ion Hours Cost
,"i0 50 58,5IX)
:'iO 50 $8,000
1m 130 $14,950
120 120 $13.2lXl
1.1() 130 $13,()()()
J2() 120 $11,400
600 6IX)
$69,050
Task No.3
$0
$0
Reimbursable
Costs
50
$69,050
$69,050
4
Florida Fish
and Wildlife
Conservation
Commission
Commissioners
Rodney Barreto
Chair
Miami
Richard A. Corbett
Vice Chair
Tampa
Kathy Barco
Jacksonville
Ronald M. Bergeron
Fort Lauderdale
Dwight Stephenson
De/ray Beach
Kenneth W. Wright
Winter Pari<
Brian S. YablonskI
Tallahassee
Executive Staff
Nick Wiley
Executive Director
Greg Holder
Assistant Executive Director
Karan Ventimiglia
Deputy Chief of Staff
Division of
Law Enforcement
Colonel Jim Brown
Diractor
(850) 488.6251
(850) 921.6453 FAX
Managing fish and wildlife
resources for their long-term
well-being and rhe benefit
of people.
620 South Meridian Street
Tallahassee, Florida
32399.1600
Voice: (850) 488-4676
Hearing/speech impaired:
(8001 955.8771 ITI
(8001955,8770 (V)
MyFWC_com
Clam Bay Subc ommittee June 17,2010
Vlll~4.c New Business
10130
May 21, 2010
Pamela Keyes, Environmental Specialist
Collier County
3301 East Tamiami Trail
Naples, Florida 34113
RE: Information Markers Clam PasslBay - Permit 09-021 - CoOler County
Dear Ms, Keyes:
We are in receipt of your Florida Uniform Waterway Application requesting permission
to install nine (9) information markers within Clam Pass, Your application was received
by the Boating and Waterway Management Section on April 26, 2010, Based upon the
information provided, your request for nine (9) information markers to be posted in Clam
Pass is approved and subject to the following conditions:
I, Permit number 09-021 is contingent upon the consent of, and if necessary, the
issuance of appropriate permits from the United States Coast Guard (USCG) and the
Army Corps of Engineers (USACE) authorizing the placement of structures for support
of the uniform waterway markers,
2, This permit requires Collier County to place nine (9) Uniform Waterway markers
exactly as indicated on the attached marker list. Each marker(s) shall be consistent with
the Florida Uniform Waterway Marking System format. Permit number 09-021 must be
displayed on the marker in black block characters measuring at least one (I") inch in
height. (Graphic Included)
3, Placement of markers associated with permit number 09-021 must be as requested in
the application submitted to our office by Collier County. Any deviation in the
placement of markers will require Collier County to apply to have the permit amended to
reflect any change in the placement of markers, Collier County must adhere to all of the
conditions specified in rule 68D-23 ' I 06, Florida Adminislrative Code, a copy of which is
enclosed with this permit letter.
4. All uniform waterway markers authorized under this permit must be maintained in
proper condition at all times, Collier County must immediately report and correct any
discrepancies of any marker to this office by calling (850) 488-5600 or by facsimile at
(850) 488-9284,
5, Permit number 09-021 does not aulhorize the invasion of private rights, nor grant any
exclusive privileges, nor does il obviate the necessity of complying with any other state,
federal, or local laws and regulations
6, By accepting permit number 09-021 and placement of the uniform waterway markers,
Collier County does hereby, to the extent authorized by law, agree and promise to hold
harmless the State of Florida, its employees, agents or successors, from fault with respect
to any claim or claims arising from alleged negligence in the placement, maintenance,
operation, and removal of any and all markers placed by Collier County pursuant to this
permit. Collier County agrees to indemnify the State of Florida for all legal fees and
costs incurred in defense of any suit brought again5t the State because of alleged
Ms. Keyes
Page 2
May 21, 2010
Clam Bay Subc ommittee June 17,2010
VIII-4-c New Business
2 of 30
negligence by Collier County in the placement, maintenance, operation, or removal of the
uniform waterway markers, (nongovernmental applicants only)
7, Violation of any provision of this permit shall result in the revocation of the
authorization to place uniform waterway markers in, on, or above waters of this state,
8. Pursuant to Section 68D-23.11O, Florida Administrative Code, (Inspections and
Certifications); Collier County is required to inspect all markers triennially and maintain
inspection documentation, Failure to inspect and maintain documentation of the results
of a marker inspection is grounds for rescinding this permit. FWC may request a coPY of
the insoection documentation in Mav 2013,
If you have any questions, please call at 850-410-0656, extension 17376 or
rvan.more.au@r1J..yLwc.com.,
Sincerely,
~~
Mr. Ryan Moreau, Planner
Boating and Waterways Section
Division of Law Enforcement
Irm
Enclosures:
cc:
68D-23.IIO, FAC
68D-23 ' 106, FAC
Graphic
Marker List
Robert Diffenderfer. P,A,
Lucy Blair, DEP
Tim Rach, DEP
Joe Embres, USCG
R Y AN20 I OICQLLIER/CLAMP ASS2.OQC
Clam Bay Subc ommittee June 17,2010
VIII-4-c New Business
3 of 30
Clam Bay Subc ommittee June 17 .201 0
VIII-4-c New Business
4 of 30
RULE NO: RULE TITLE
68D~2.1.1 06: Permit Conditions
(I) All markers must comply with the following requirements and all permits issued pursuant to this
chapter are subject to the following conditions:
(a) Placement of these markers must be as requested in the application. Any deviation will require that the
applicant apply to have the permit amended.
(b) The applicant must display the permit number (except as provided below) on each marker and the
ordinance number, code section number, statute nwnber, regulation or rule number (etc.) on each
regulatory marker. These numbers must be displayed in black, block characters approximately one inch in
height.
I. On all regulatory markers, the permit number must be displayed in the lower left comer on the face of
each reguJator)'~marker. The ordinance nwnber, code section number, statute number, regulation or rule
number (etc.) must be displayed in the lower right comer on the face of each regulatory marker.
2. On all markers other than regulatory markers, the permit number must be displayed on the marker at any
location on the marker where it can easily be read, including the reverse side of a sign, provided that it does
not interfere with the message of the marker.
3. Informational markers placed by counties, municipalities, or other governmental entities on inland lakes
and their associated canals are exempt from permitting under this rule. Such markers. ifnot permitted, must
display in lieu ofa permit number, the name of the county, municipality, or other governmental entity that
placed the marker.
(c) Upon completion of the installation of markers, the applicant must notify the Boating and Waterways
Section in writing within 30 days. If the latitude and longitude of each marker, as installed, is different from
that listed in the application, this notification must include the correct latitude and longitude in degrees and
decimal minutes as installed and the datum in which the coordinates are expressed,
(d) All markers must be maintained in proper condition at all times. A discrepancy exists whenever a
marker is not exactly as described in the approved application or is destroyed, damaged, moved, or is
otherwise unserviceable or not watching properly. The applicant must immediately report any discrepancy
in the marker to the Boating and Waterways Section by telephone, telefacsimile or other similarly rapid
means of communication. Unless the applicant's permit expressly provides for a longer period, the
applicant must correct any discrepancy within not more than 30 days and must notifY the Boating and
Waterways Section when the correction is accomplished.
(e) Authorization by the division for the placement of a marker does not authorize any invasion of private
rights, nor grant any exclusive privileges, nor does it obviate the necessity of complying with any other
federal, state or local laws or regulations.
(f) All permits issued pursuant to this chapter are contingent upon the consent of and, if necessary, the
issuance of appropriate permits by the United States Army Corps of Engineers authorizing the placement of
structures for the support of the proposed markers. Consent may be by nationwide pennit, regional permit,
letter permit, authorization letter, statement of no objection, or other similar means.
(g) All permits issued pursuant to this chapter are contingent upon the consent of and, ifnecessary, the
issuance of appropriate permits by the United States Coast Guard authorizing the establishment of private
aids to navigation pursuant to Part 66 of Title 33 of the Code of Federal Regulations.
(h) It is unlawful to place markers, buoys, or signs on submerged lands, or other property or structure not
Clam Bay Subc ommiltee June 17,2010
VII1-4-c New Business
50f30
owned by the person or governmental entity placing them without first receiving the written consent of the
owner of the submerged lands, other property, or structure to the placement of said markers, buoys, or
signs. For markers, buoys, or signs placed pursuant to a permit issued under this rule, the permit is
contingent upon the applicant providing a copy of such consent to the Boating and Waterways Section.
(i) By accepting any permit and placing the markers authorized therein, the applicant other than a
governmental entity, to the extent authorized by law, agrees and promises to hold harmless the State of
Florida and its agencies, employees, agents, or successors from fauh with respect to any claim or claims
arising from alleged negligence in the placement, maintenance, operation and removal of any and all
markers placed by applicants pursuant to such pennits. The applicant other than a governmental entity
further agrees to indemnify the State of Florida for any and all legal fees and costs incurred in defense of
any suit brought against the State as a result of alleged negligence by applicant in the placement,
maintenance, operation or removal of the markers.
G) Applicants for permits to place regulatory markers or the governmental entities establishing the rules,
ordinances, or other actions imposing the regulations must provide for the enforcement of operating
restrictions noticed by said markers.
(2) Additional conditions for regulatory markers.
(a) All regulatory markers must be supported by a statute, special act, rule, reguJation, ordinance, order, or
other similar regulatory instrument which imposes the restriction displayed on the marker.
(b) If the regulatory instrument supporting a regulatory marker is amended or ifit is repealed, rescinded,
revoked, or otherwise becomes a nullity, the pennit holder must within 30 days notify the Boating and
Waterways Section of the change and must also:
t. In the case of an amendment to the regulatory instrument, the file and amended permit application
showing the markers that will be removed, replaced, modified, or added in order to implement the
amendment to the regulatory instrument.
2. In the case of the repeal, rescission, revocation, or other nullification ofthe regulatory instrument,
remove from the waters of this state and the shores thereof all regulatory markers implementing that
regulatory instrument.
(3) The division and its officers and aU other law enforcement officers charged with the
enforcement of Chapter 327, F.S., have the authority to remove or cause the removal of
any marker found in violation of the conditions imposed under this section or otherwise
imposed in the permit authorizing the placement of the marker if the violation is not
corrected within 30 days following notification of the permittee of the violation,
History Notes: Specific Authority 327,04, 327.40, 327.41 FS, Law Implemented 327.40, 327.41 FS.
History-New 12-23-01, Amended 10-5-06,
Clam Bay Subc ommittee June 17,2010
VIlI-4Mc New Business
60130
68D-23.110 Inspections and Certification.
(1) Each person holding a permit to place and maintain one or more markers must inspect all markers for which the permit was
issued triennially.
(2) The required inspection must be documented in writing and must include the following:
(a) The name of the permit holder and penDit number of the markers being inspected;
(b) The name of the person or persons currently responsible for the placement and maintenance of the markers; and
(c) A photograph oreach marker taken in close enough proximity to legibly show all symbols, borders, and letters and numbers,
including the text of any message, the permit number, and the ordinance number, code section number, statute number, regulation or
rule number, (etc.). For marker installations with two or more signs, a sufficient number of photographs must be taken to legibly
show the information on each sign. Digital photography is acceptable for this purpose. Photographs must be labeled with the
location of the marker depicted and the date the photograph was taken.
(d) A statement certifying that the markers placed pursuant to the pennit have been inspected during the ninety days preceding
the statement and that:
1. The markers are properly maintained and in serviceable condition;
2. The markers cdnform to the requirements of this chapter;
3. The markers are still properly on station; and
4. The date or dates on which the markers were inspected.
(3) The permit holder must maintain the inspection documentation until it is replaced by a subsequent inspection and
documentation. Failure to inspect a marker and to maintain documentation of the results of the inspection during the specified time
period is grounds for rescinding the permit authorizing placement of the marker and for removing or ordering the removal of the
marker.
(4) Dayboard and buoy surfaces and dayboard backing materials will deterionue because of the effects of weathering. Wind,
rain, freezing temperatures, and sunlight cause delamination (separation), cracking, peeling, and fading. Attention must be given to
these conditions during inspections.
(a) Markers will be considered discrepant under the following guidelines:
1. Backing materials. Delamination of the plies on a plywood dayboard backing must not effect more than 25 percent of the
surface area, Any warpage must not visibly detract from the signal or message presented to the mariner. The backing must not be
softened or otherwise deteriorated around the mounting points to a degree that the board could come loose in a storm typical for the
area in which the marker is placed.
2. Elastomeric films, numerals, letters, symbols, and borders. Delamination of films and retroreflective markings on dayboards
and buoys must not affect more than 10 percent of the surface of the material. Films and retroreflective markings must not be
cracked, checked, weathered, or abraded so as to have a dull or roughened surface. Peeling of the film or markings from the
dayboard or buoy must not affect more than 10 percent of the surface area. Letters, numerals, symbols, and borders must not be
faded or weathered so as to visibly detract from the signal or message presented to the mariner.
(b) A dayboard or buoy must be replaced if any of the deteriorations noted above is observed or, if for any reason, it cannot
function as intended (including significant fading or other discoloration) until the next regularly scheduled inspection. Onsite repairs
are permitted if they do not interfere with or detract from the intended signal function of the marker.
(5) All discrepancies documented during an inspection must be reported to the Boating and Waterways Section and corrected
within 30 days, as provided in paragraph 680-23.106(1 )(d), F,A,C,
Specific Authority 327.04,327.40,327.41 FS. Law Implemented 327.40, 327.4i. 370.12 FS. ilistory-New 12.23-01, Amended 10-5-06.
N
....
o
0-
~"
0""
OJ,,,
~~
.
C
o
,
.
.
E (f)
E ~
E ~
o '(ij
u 0
.co>
o .
<fJ .
i;'z
en Yo
E"f2
l':l = 0
05r--
'"
"E
~
~
t
"
'~
~
...
~
~
>>
'"
~
'"
~
c
o
'ijj
.! c
o
E5
Eu::
0'1:1;:
.."'"
.... > 1:
C ..",
...'"
0" '"
._ a c:
...~~
Ill..
:> .... "
i. 0 '"
Qj"~
CI)~!
C .::!1:
o :Vol:
U:Ec
Qj "'.2!
... .. ,,"
._ it V)
- I: '"
:2! ."
__ 1Q<i..i
~ J~
.... E "-
IlU .e ~
.c ';: iE
U1::lo
.- ..
11."0
III .~
"ii:
.-
i.
o
u::
o
~
o
N
--
~
N
ifl
o
Z
i:i
w w
::l '"
Z '"
W ~N
> ,OM
< ..,..1'-0
W o!:2\D
~, ,
~~ ~~M
>-<: M~~
WI ...JV_
::':::u u...~...-l..
SXlDvi..;j;E
w~~~~:-:S
~Q)_Q.,O)(C:
~~ffi~f~a
o
w
>
2
"-
"-
<:
o Ui
~ S
2 a
~
"0
..
u::
'1:
..
>
~
.:
..
..
:E
"0
..
t:
'E
...
::I
III
!
..
Q
Vl
Vl
~
~
'"
:!:
S
u
Gi
E
..
z
~8
..-
....x >-
Ow f-
t~ z z
u... >. ::l
-.-40 IQ~O
3u.. !zU
o,~ !Qffi
0.... fa 1-......
.. Vl:><:-I
... '"':!:-
O';'~_ct:O
Z_a..IVOU
lU :>::- tillL ~
::: __ c:( IV Z C ..
"'I:"'O~~~
l:l!:!:~~::J!1
~~d:So:8
i:i
w w
::l '"
Z '"
W ~N
> I Of")
ex: VI\!)
w s~~
~ v~M
x!z~ M...-lV
Wc:(I ...JV~
Vlt-U u..e;..
VI...JX a:l(J)...""0'I E
W:::>WwwIJ_O
wVl",.....Jc..u
ozO).......o....o)(c
...JOL/')~ci:.cla::::t
UUM(J)Zl1.U.tn
Z
~
o
Z
"
Z
::J
Gi
u
C
..
C
!
C
';0
:E
..
o
II.
..
:D
'iii
C
o
...
..
~
C
o
~
..
II.
!
..
Q
-
..
'5
~
Gi
...
..
Q
Z
W
I
~
o
W
o
o
<:
Vl
<:
~
Z
o
~
:!:
'"
ft
15
'"
Vl
<(
<>.
--
>-
<(
'"
:!:
S
!,J
*
'"
..
,
'"
...
'"
..
U
I:
..
C
'2
o
.. w
2! ~
0( vi
"0 '"
.. W
~ "
'"
'i: c:(
1;; :!:
.. Z w
~;; ~
:S'~ ziS
IV f,ft ..0:::
O'E ~O
III E II. LL
'" IUVl
.!: 8 e<
.c C>->-C~
:! 0;:";':"01-
....:::~l.:IlUtli'
~~1~1ll8!ffi~
gl~~~!~~
._o(o..~~:!';~
~ 1.1::1 "cl:) ,
o(.:l,!I.:I....~O
",-,-=..,5: E"'u
W~E,'aVlcra Ow
~c~'=3CcWI
::J .....iJUIU fII-
OE ,,';:f->-
u I: ,. :I 0 e * OJ
..ic.c.....~wu;c
.> ..!J! .......o"'w
~O "'IIlO 1:1-
:0.1.:10(,.._1.1'" ..U
.. ...1,,'" Q.E<
Ciij ..',-! E"''' EI-
::::tu:SlS'- Q Z
8.9~ii::!l:Cii:88
Vl
Vl
<(
",e:.
..>-
~~
..:!:
~s
Ju
Vl
'"
w
:!:
:!:
~
Vl
o
z
<(
Vl
'"
w
~
o
'"
'"
ft
I-
::J
o
"
o
g
"-
w
w
"
o
w
'"
5
0-
w
'"
w
l:)
o
W
..J
~
o
z
"
~Vl;;!
"'wu
cur--a...o
"O~~..J
::I. Z
~O"I-Jo
"'......J
C..-4<f:
.9~:~
iSu
z!=Gi
.. lD <( '"
~:!:..>
~No:::.-~
Sr<iof:!:
.-...-4l.L. ..
... -
.."'Z>~
"'N~
.. C:I:
.. "'!;:
U)... g-iii w
i." '--0
Qj> f"w
~~lt\.. gl:)
~....~>~<
III ......0"1 c'- 0:::
CI"...-4 1:1" w
%.x::'-iii~:{
15
...
EO
",u.
Ill:!';
C
i~
._ <li
Q~
"w
"O..J
o~
1.1"-
...~
cl:)
::Iz
0_
:EVl
C
o
~"-
.. <li
.H
Vl
Vl
;;:
--
..tu
.....J
.- z
1Il~
o
-
o
C:!
-
C:!
V)
c..
'"
"!
-
1::
8-
"
e
~
u
00
8
N
\l
~
S
~
~
~
en
::l
C
~
'"
u
~
'rl
~
:::::
i:i
:::
..c::
N 0
'- -
00 0
oN t:!
"!" -
~~ t:!
~Q., 'f)
0
~ Ul Vl Vl Vl Vl Vl Vl Vl
. ,
. Vl Vl Vl Vl ~ Vl ~ Vl
" ~ <( <( <( ~ <( ~
E ~ 0.. 0.. 0.. 0.. 0..
E . - Vl - Vl - Vl - Vl - >:- >:- >:-
c ~ c:r: >- c:r: >- c:r: ~ c:r: >-
0 in <( <( <( <( <( <(
u 0 W W W W
~a:l lC :E lC :E lC :E lC :E lC lC lC lC
o . :E :E :E :E :E :E :E :E :E :E :E :E
</J . S ~ S - S ~ S ~ S S S S
~Z ~
coYo U Vl U Vl U Vl U Vl U U U u
~:!~ 0 0 0 0
_=0
U>'" 2 2 2 2
s: <( 0 <( 0 <( 0 <( s: s: 0 0
Vl "- Vl "- Vl "- Vl "- "-
:s c:r: 2 c:r: :s c:r: :s c:r: :s :s 2 :s
w - w w w -
!;( !;( !;( !;( ~ ~ ~ ~
~ 0 0 0 III III
01 III III 01
lC lC lC "' "'
:t 01 01 :t
c:r: c:r: ~ c:r: :6 c:r: .<: .<: .<: .<:
~ s: ~ 0 0 s: ~ 1:: 1:: 1::
III III :II :II
"' "' "- "- 0 ,5l 0 0 0
w >- w >- ~ >- Vl >- Vl 2 2 2
~ ::J ~ ::J W ::J ~ ::J ~ c:r: w w w
0 0 ..J 0 0 W ..J ..J ..J
a: '" a: '" - '" a: '" a: :E a: a: a:
0 0 0.. 9 0 :E
~ 9 ~ 9 ~ ~ 9 ~ ~ w w ~
..J ..J
\.? \.? \.? \.? \.? \.? \.? \.?
2 0.. 2 0.. 2 0.. 2 0.. 2 Vl 2 Vl 2 Vl 2 Vl
- w - w - w - w Vi 0 Vi c:r: Vi c:r: - c:r:
Vl w Vl w Vl w Vl W W W Vl w
'" '" '" '" 2 :E :E :E ..
<( :E :E :E u
0 0 0 0 III
w w w w Vl - - ~ '....
~ c:r: ~ c:r: ~ c:r: ~ c:r: '" ~ ~ i 0
- - 1'! w 01 Vl 1'! Vl III Vl ..
~ 01 5 ~ ~ 5 ~ ~
::J ~ ::J 0 !;( 0 0 i 0 0 0 0 Q.
"' Q! "' Q! , "' Q! "' Q! .<: .<: .<: .<:
~ w ~ w ~ w ~ w Vl 0 Vl 2 Vl 2 Vl 2 '"
c:r: c:r: c:r: c:r: lC <( <( <( .c
Vl w Vl w Vl w Vl w Vl '" Vl Vl Vl Vl Vl Vl >-
Vl \.? Vl \.? ~ \.? Vl \.? Vl s: Vl c:r: Vl c:r: Vl '" Cl.
w w w
<( 0 <( 0 0 <( 0 <( <( !;( ~ >- <( !;( .. 0-
0.. W 0.. W 0.. W 0.. W 0.. >- 0.. <( 0.. :E 00
- ..J ;:0 ..J - ..J - ..J - - ;:0 ~
>- ~ ~ t;j ~ t;j ~ >- ::J >- 0 0 0 ~
w w w 0 W lC W lC lC -
..J 0 ..J 0 ..J 0 ..J 0 ..J '" ..J c:r: ..J c:r: ..J c:r: t
:s 2 :s 2 :s 2 :s 2 :s 0 :s 2 :s 8-
'" '" '" '" 9 s: - 0 0
~Vl;;! ~Vl~ "- "- ~
~Vl;;! ~Vl;;! ~Vlo.. ~Vl>- ~Vl>- ~Vl>-
"'WU "'w~ "'W~ "'W OOWW OOW::J "w::J "W::J
....0..0 "'0.. "'0.. ....0.. LIlo..W LIlo..O "'0..0 "'0..0 ~
g)~..J ~~..J ~~..J ~~..J :g~", LIl~", ....~'" [;~'"
~ 0 ~ 0
~...JZ OO--lZ o:)....JZ , OO...JZ o\...JZ "'..JO "'..JO "'..J8 00
.....JO .....JO .....JO .....JO .....JO .....J..J .....J..J .....J..J ~
<o""tc:(~ .-l<(~ .....<(~ ..<(~ .....<(~ "<(0.. "<(0.. "<(0..
OO'::J 00 '::J 00 I ::J 00' OO'::J OO'w OO'w OO'w
OiS5 02<( 025 oiS5 oiS5 02W 02W 02W
OU z9 t' 0'" 0'" 0'"
z""''' z..... .. z""''' z- .. z-.. z-.. z-..
oo!;{" ">-11I ">-1Il N!;(G1 \.O!;(GJ I.O~GJ N!;(C11 N!;(GI E
O<(ClI 0<( ClI
.. :E ClI "':E"~ "':E"~ .... :E ClI r"--:.r: f':.r : ....t:.r: .-4:.r r ;>,
00 "'c:r:.!!~ Net: .- N Cl'- ",,,,.!!:l: .-l 0::'- .... C:::'- Ncr:. .- N r:t..- "
] MOi!..J rriO.cl-J Ms:i!~ NOi!..J MOi! MOi! MO-f MO-f ~
.-lu.GJ~ ..-lu..i~ .. III ...-lLLGI:.r ""-III ""-III ""-Ill ""-III ~
I.OZ>~ 1.02>;'" I.OZ>;'" \.02>;'" ",2> ",2> ",2> ",2>
"'- ",- ",- ",- ",- ",- ",- "'-
co: ..CI ..CI .0 C I ..CI .. C .. C .. C .. C ~
- III ClI>- III ClI>- &.!!'Ii: III ClI>- III'" III'" Ill'" III'"
() 1Cn'- 0- CR'- Q. ca'- Q. ",.- ",.- 01'- 01'-
01 ..I/Iw ..I/Iw ..I/Iw ..I/Iw ..'" ..'" ..'" ..'" '"
'= :EiiO :0-;0 :i:iiiO :QiiO :Sii :Eii :Dii :Dii ..:
J: "Cw "Cw "Cw "Cw O;~ ....li~ Ni~ Mig oj
\.OlUOt.!) r--..O~ OOCUOc.!:l C1l.0l!) 5
... "'>.- ~ "'>.- ~ "'>.- ~ '" > .-~ ~>;: ;t>:;:; ~>:;:; ;!>;
~ .... .. r--- .. r--- .. r--- .. cr.
0\ c'- O'! c'- O"! c'- 0\ C'- 0"0 c'- m c'- m c .- O'! C'-
_ cn'1:J LLJ .-l 01"0 W .-l at'1:J LU .....-I ga'1:J w .. ClI"" .. ","" .. ClI"" .. !!'"" U
" _._1:lI> ........_ 'a > __"a> i/)iii:i~ ........_"a ;::-iii~ ......_~ -. "" .t
::€ NcnoC< r"'l\ftC< ..."'c<( ",,,,C 001/1 c>>I/IC
1U' ~
~ ~
~ :::::
ii
~
~ ~
.c
Ann P. Jennejohn
'/III--&f-G,
From:
Sent:
Subject:
Attachments:
hambright_g [GaiIHambright@colliergov.net]
_Wednesda6, Ju~e 16, 2010 10:09 AM
Update to I em -c
DEP _RALPacket_6151 O.Finalpdf.pdf
Additional document added to above referenced item.
http://www.colliergov.net/I ndex.aspx?page=2893
Thanks,
Gail D. Hambright, Accountant
Coastal Zone Management
W. Harmon Turner Bldg., Suite 103
3301 East Tamiami Trail
Naples, Florida 34112
Phone: (239) 252-2966
Fax: (239) 252-2950
~
Under Fhxida Law, e-maii addresses are public records, If you do not want
electronic mail to this entity, Instead, contact this office telephone or In
e-mail address released in response to a public records request, do not send
1
Clam Bay Subc ommittee June 17,2010
VIII-4-c New Business
9of30
COLLIER COUNTY
COLLIER COUNTY DIVISION OF PUBLIC SERVICES
COAST AL ZONE MANAGEMENT
JJO I Last lamiami Trail. Nark:,- 1"1 34112
\V.llal"l1lonl Urrll'1" 1~ldg. Suitt' 103
(239)-213-2966 + F:\ X C2."W) JS:1-4061 * htlP'/i\\\\ \\ .l'(lllil'rg.ov.lH:l
June 15,2010
FLDEP
2295 Victoria Ave,
Suite 364W
Ft. Myers, FL 3390 I
RE: RAI for the Letter of Consent - File No, 11-0295193-002-EE08
Dear Mr. Ryan Snyder:
As previously discussed, please find enclosed Collier County's response to the Request for
Additional Information for the Letter of Consent. This is for the Clam Bay waterways channel
consisting of red and green buoys, dayboard markers, informational signs from the Gulf, through
Clam Pass into Clam Bay,
If you have any questions or need additional information regarding this application, please
contact me at 239-252-2980 or Pamelakeves(wcolliergov.net. Thank you for your assistance
wilh this request.
Sincerely,
Pamela Keyes
Environmental Specialist, Coastal Zone Management
Clam Bay Subc ommittee June 17,2010
VIII-4-c New Business
10 of 30
Request for Additional Information for the
Letter of Consent
File No. I I -0295193-002-EE08
Part I
Navigational Aids
Please see attachment I for Florida Fish and Wildlife Conservation Commission's approval for the
informational markers within Clam Bay.
Part II
Letter of Consent
I, Please provide specifications and dimensions for the proposed buoys (i.e. length, width, height,
weight, draft, etc,..)
a, The red and green buoys that will be deployed will be:
I. Length- 60 inches
ii. Diameter - 9 inches
iii. Height - 60 inches
iv, Weight - 49 pounds
v. Draft - 24 inches
Each buoy will have a 3-inch rellective band in the corresponding color, be self-righting with
tackle, and have a recessed cap that allows the buoy to stand upright. Please see attachment 2 for
the buoy description using Model B 1147R as a buoy example.
2, Please stake and label the location of the proposed day markers, buoys, and informational signs,
a, On June 8, 2010 an onsite visit occurred with Ryan Snyder, Environmental Specialist
with DEP, to show the location of the proposed day markers, buoys and informational
signs, After a full site inspection, it was discussed to move red buoy marker #4 to the
north edge of the small mangrove island. This change has been represented on all maps,
3. Please provide a detailed plan view map showing the location of sea grasses within or adjacent
to the proposed navigable route,
a, Please see attachment 3 for seagrass survey results from 2009 conducted by Turrell, Hall
& Associates, Inc and a CD of the seagrass shape files. Also, please see attachment 4 for
a map of the seagrass and the proposed channel.
4, Please provide a detailed map showing the location of any navigational obstructions (e,g.,
islands, sandbars, or shoals) within or adjacent to the proposed navigable route.
a, Please see attachment 5, using the 2009 Property Appraisers Imagery,
Clam Bay Subc ommittee June 17,2010
VlIl-4-c New Business
11 of 30
5, The Department has noted that the Morgan and Eklund, Inc, Bathymetric Survey dated
J 0/6/2009 is referencing all depths to NA YD 88, Please provide a revised Balhymetric Survey
referencing all depths to Mean Low Water,
a. Please see attachment 6, for lhe Morgan and Eklund, Inc Bathymetric Survey referencing
all depths to Mean Low Water.
6. Please provide information on what types of vessels are projected to use the proposed marked
navigable route (Le, size and draft),
a, Only shallow draft vessels are projected to use the proposed navigable route. On June 7,
2010, Coastal Zone Management Statl'conducted a survey of the vessels within the
Seagate canal system, Within the fOllr canals there were a total of eight boats with
motors. The largest boat was approximately 22' long. Most of the boats observed were
small skiffs or ftats boats less than sixteen feet. These vessels are designed to have a
shallow dratl. No large vessels are projected to lIse this navigable rollte,
Florida Fish
and Wildlife
Conservation
Commission
Commissioners
Rodney Barreto
Chair
Miami
Richard A. Corbett
Vice Chair
Tampa
Kathy BarCo
Jacksonvllle
Ronald M. Bergeron
Fort Lauderdale
Dwight Stephenson
De/ray Beacn
Kenneth W. Wright
Winter Park
Brian S, Yablonski
Tallahassee
Executive Staff
Nick Wiley
Executive Director
Greg Holder
Assistant Executive Director
Karen Ventimiglia
Deputy Chief of Staff
Division of
Law Enforcement
Colonel Jim Brown
Director
(850) 488.6251
(850)921.6453 FAX
Managing fish and wfldllfe
resources for their lon~te'm
well-being and the benefic
of people.
620 South Meridian Street
Tallahassee, Florida
32399-1600
Voice: (SSO) 488-4676
Hearing/speech impaired:
(800) 955.87711T1
(800) 955.8770 IV)
MyFWC.com
Clam Bay Subc ommittee June 17,2010
VlII-4-c New Business
12 of 30
May 21, 2010
Pamela Keyes, Environmental Specialist
Collier County
3301 East Tamiami Trail
Naples, Florida 34113
RE: Information Markers Clam passlBay - Permit 09-021 - Collier County
Dear Ms. Keyes:
We are in receipt of your Florida Uniform Waterway Application requesting permission
to install nine (9) information markers within Clam Pass. Your application was received
by the Boating and Waterway Management Section on April 26, 2010, Based upon the
information provided, your request for nine (9) information markers to be posted in Clam
Pass is approved and subject to the following conditions:
1. Permit number 09-021 is contingent upon the consent of. and if necessary, the
issuance of appropriate permits from the United States Coast Guard (USCG) and the
Army Corps of Engineers (USACE) authorizing the placement of structures for support
of the uniform waterway markers,
2, This permit requires Collier County to place nine (9) Uniform Waterway markers
exactly as indicated on the attached marker list. Each marker(s) shall be consistent with
the Florida Uniform Waterway Marking System format. Permit number 09-021 must be
displayed on the marker in black block characters measuring at least one (]") inch in
height. (Graphic Included)
3, Placement of markers associated with permit number 09-021 must be as requested in
the application submitted to our office by Collier County. Any deviation in the
placement of markers will require Collier County to apply to have the permit amended to
reflect any change in the placement of markers. Collier County musl adhere to all of the
conditions specified in rule 68D-23 ' 106, Florida Administrative Code, a copy of which is
enclosed with this permit letter.
4, All uniform waterway markers authorized under this permit must be maintained in
proper condition at all times, Collier County must immediately repott and correct any
discrepancies of any marker to this office by calling (850) 488-5600 or by facsimile at
(850) 488-9284,
5, Permit number 09-021 does not authorize the invasion of private rights, nor grant any
exclusive privileges, nor does it obviate the necessity of complying with any other state,
federal, or local laws and regulations
6, By accepting permit number 09-021 and placement of the uniform waterway markers,
Collier County does hereby, to the extent authorized by law, agree and promise to hold
harmless the State of Florida, its employees. agents or successors, from fault with respect
to any claim or claims arising from alleged negligence in the placemenl, maintenance,
operation, and removal of any and all markers placed by Collier County pursuant to this
permit. Collier County agrees to indemnify the State of Florida for all legal fees and
costs incurred in defense of any suit brought against the State because of alleged
Ms, Keyes
Page 2
May 21, 2010
Clam Bay SubGommlttee June 17,2010
VIII-4-c New Business
130130
negligence by Collier County in the placement, maintenance, operation, or removal of the
uniform waterway markers, (nongovernmental applicants only)
7, Violation of any provision of this permit shall result in the revocation of the
authorization to place uniform waterway markers in, on, or above waters of this state,
8, Pursuant to Section 68D-23.11 0, Florida Administrative Code, (Inspections and
Certifications); Collier County is required to inspect all markers triennially and maintain
inspection documentation. Failure to inspect and maintain documentation of the results
of a marker inspection is grounds for rescinding this permit. FWC mav request a copy of
the inspection documentation in May 2013.
If you have any questions, please call al 850-410-0656, extension 17376 or
r\t all. morei!.JJ~@myrwc-,-corn.
Sincerely.
~~
Mr. Ryan Moreau, Planner
Boating and Waterways Section
Division of Law Enforcement
Irm
Enclosures:
cc:
68D-23.11O, FAC
68D-23 ' 106, FAC
Graphic
Marker List
Robert Diffenderfer, P,A,
Lucy Blair, DEP
Tim Rach, DEP
Joe Embres, USCG
RY AN20 I O/COLLIERJCLAMP ASS2.DOC
Clam Bay Subc ommittee June 17,2010
VIII-4-c New Business
14 of 30
Clam Bay Subc ommittee June 17,2010
VI1l~4-c New Business
15 of 30
RULE NO: RULE TITLE
68D-l.l.106; Permit Conditions
(I) All markers must comply with the following requirements and all permits issued pursuant to this
chapter are subject to the following conditions:
(a) Placement of these markers must be as requested in the application. Any deviation will require that the
applicant apply to have the permit amended.
(b) The applicant must display the permit number (except as provided below) on each marker and the
ordinance number, code section number, statute number, regulation or rule number (etc.) on each
regulatory marker. These numbers must be displayed in black, block characters approximately one inch in
height.
I. On all regulatory markers, the permit number must be displayed in the lower left comer on the face of
eacb regulatoJ)' .marker. The ordinance number, code section number, statute number, regulation or rule
number (etc.) must be displayed in the lower right comer on the face of each regulatory marker.
2. On all markers other than regulatory markers, the pennit number must be displayed on the marker at any
location on the marker where it can easily be read, including the reverse side of a sign, provided that it does
not interfere with the message of the marker.
3. Informational markers placed by counties, municipalities, or other governmental entities on inland lakes
and their associated canals are ex.empt from permitting under this rule. Such markers. ifnot permitted. must
display in lieu of a permit number, the name of the county, municipality, or other governmental entity that
placed the marker.
(c) Upon completion of the installation of markers, the applicant must notify the Boating and Waterways
Section in writing within 30 days. If the latitude and longitude of each marker, as installed, is different from
that listed in the application, this notification must include the correct latitude and longitude in degrees and
decimal minutes as installed and the datum in which the coordinates are expressed.
(d) All markers must be maintained in proper condition at all times. A discrepancy exists whenever a
marker is not exactly as described in the approved application or is destroyed, damaged, moved, or is
otherwise unserviceable or not watching properly, The applicant must inunediately report any discrepancy
in the marker to the Boating and Waterways Section by telephone, telefacsimile or other similarly rapid
means of communication. Unless the applicant's permit expressly provides for a longer period, the
applicant must correct any discrepancy within not more than 30 days and must notify the Boating and
Waterways Section when the correction is accomplished,
(e) Authorization by the division for the placement of a marker does not authorize any invasion of private
rights, nor grant any exclusive privileges, nor does it obviate the necessity of complying with any other
federal, state or local laws or regulations.
(0 All permits issued pursuant to this chapter are contingent upon the consent of and, if necessary, the
issuance of appropriate permits by the United States Army Corps of Engineers authorizing the placement of
structures for the support of the proposed markers. Consent may be by nationwide permit, regional pennit,
letter permit, authorization letter, statement of no objection, or other similar means.
(g) All permits issued pursuant to this chapter are contingent upon the consent of and, if necessary, the
issuance of appropriate permits by the United States Coast Guard authorizing the establishment of private
aids to navigation pursuant to Part 66 of Title 33 of the Code of Federal Regulations.
(h) It is unlawful to place markers, buoys, or signs on submerged lands, or other property or structure not
Clam Bay Subc ommittee June 17,2010
VIII~4~c New Business
160130
owned by the person or governmental entity placing them without first receiving the written consent of the
owner of the submerged lands, other property, or structure to the placement of said markers, buoys, or
signs. For markers, buoys, or signs placed pursuant to a permit issued under this rule, the permit is
contingent upon the applicant providing a copy of such consent to the Boating and Waterways Section.
(i) By accepting any permit and pladng the markers authorized therein, the applicant other than a
governmenlal entity, to the extent authorized by law, agrees and promises to hold harmless the State of
Florida and its agencies. employees, agents, or successors from fault with respect to any claim or claims
arising from alleged negligence in the placement, maintenance, operation and removal of any and all
markers placed by applicants pursuant to such pennits. The applicant other than a governmental entity
further agrees to indemnify the State of Florida for any and all legal fees and costs incurred in defense of
any suit brought against the State as a result of alleged negligence by applicant in the placement,
maintenance, operation or removal of the markers.
CD Applicants for permits to place regulatory markers or the governmental entities establishing the rules,
ordinances, or other actions imposing the regulations must provide for the enforcement of operating
restrictions noticed by said markers.
(2) Additional conditions for regulatory markers.
(a) All regulatory markers must be supported by a statute, special act, rule, regulation, ordinance, order, or
other similar regulatory instrument which imposes the restriction displayed on the marker.
(b) If the regulatory instrument supporting a regulatory marker is amended or ifit is repealed, rescinded,
revoked, or otherwise becomes a nullity, the permit holder must within 30 days notify the Boating and
Waterways Section of the change and musl also:
1. In the case of an amendment to the regulatory instrument, the file and amended permit application
showing the markers that will be removed, replaced, modified, or added in order to implement the
amendment to the regulatory instrument.
2. In the case of the repeal, rescission, revocation, or other nullification of the regulatory instrument,
remove from the waters of this state and the shores thereof all regulatory markers implementing that
regulatory instrument.
(3) The division and its officers and all other law enforcement officers charged with the
enforcement of Chapter 327, F.S" have the authority to remove or cause the removal of
any marker found in violation of the conditions imposed under this section or otherwise
imposed in the permit authorizing the placement of the marker if the violation is not
corrected within 30 days following notification of the permittee of the violation,
History Notes: Specific Authority 327,04, 327.40, 327.41 FS, Law Implemented 327.40, 327.41 FS.
Hi5tory-New 12-23-01, Amended 10-5-06,
Clam Bay Subc ommittee June 17,2010
VIll-4-c New Business
17of30
68D-23.110 Inspections and Certification.
(1) Each person holding a permit to place and maintain one or more markers must inspect all markers for which the permit was
issued triennially.
(2) The required inspection must be documented in writing and must include the following:
(a) The name of the permit holder and permit number of the markers being inspected;
(b) The name of the person or persons currently responsible for the placement and maintenance of the markers; and
(c) A photograph of each marker taken in close enough proximity to legibly show all symbols, borders, and letters and numbers,
including the text of any message, the permit number. and the ordinance number, code section number, statute number, regulation or
rule number, (etc,). For marker installations with two or more signs, a sulicient number of photographs must be taken to legibly
show the information on each sign, Digital photography is acceptable for this purpose. Photographs must be labeled with the
location of the marker depicted and the date the photograph was taken.
(d) A statement certifying that the markers placed pursuant to the pennit have been inspected during the ninety days preceding
the statement and that:
1. The markers are properly maintained and in serviceable condition;
2. The markers coofonn to the requirements of this chapter;
3. The markers are still properly on station; and
4. The date or dates on which the markers were inspected.
(3) The permit holder must maintain the inspection documentation until it is replaced by a subsequent inspection and
documentation. Failure to inspect a marker and to maintain documentation of the results of the inspection during the specified time
period is grounds for rescinding the pennit authorizing placement of the marker and for removing or ordering the removal of the
marker.
(4) Dayboard and buoy surfaces and dayboard backing materials will deteriorate because of the effects of weathering. Wind,
rain, freezing temperatures, and sunlight cause delamination (separation), cracking, peeling, and fading. Attention must be given to
these conditions during inspections.
(a) Markers will be considered discrepant under the following guidelines:
1. Backing materials. Delamination of the plies on a plywood dayboard backing must not effect more than 25 percent of the
surface area, Any warpage must not visibly detract from the signal or message presented to the mariner. The backing must not be
softened or otherwise deteriorated around the mounting points to a degree that the board could come loose in a stonn typical for the
area in which the marker is placed.
2. Elastomeric films, numerals, letters, symbols, and borders. Delamination of films and retroreflective markings on dayboards
and buoys must not affect more than 10 percent of the surface of the material. Films and retroretlective markings must not be
cracked, checked, weathered, or abraded so as to have a dull or roughened surface. Pet:ling of the film or markings from the
dayboard or buoy must not affect more than 10 percent of the surface area. Letters, numerals, symbols, and borders must not be
faded or weathered so as to visibly detract from the signal or message presented to the mariner.
(b) A dayboard or buoy must be replaced if any of the deteriorations noted above is observed or, if for any reason, it cannot
function as intended (including significant fading or other discoloration) until the next regularly scheduled inspection. Onsite repairs
are permitted if they do not interfere with or detract from the intended signal function of the marker.
(5) All discrepancies documented during an inspection must be reported to the Boating and Waterways Section and corrected
within 30 days, as provided in paragraph 68D-23,l06(l)(d), FAC.
Specific Authority 327.04,327.40.327.41 FS. Law Implemented 327.40,327.41, 370.12 FS Jfistory-New 12-23-01. Amended 10-5-06.
'"
....
o
0-
~"
~-~
::~
, .
, c
o
~
.
.
.E Vl
E W
E ~
o 'iij
u 0
""'
o ~
"' .
1;'Zo
"'y",
E"tCi
~=co
'-'>~
'"
"E
o
a:l
~
B
'~
~
...
~
~
~
~
B
'"
~
c
o
'iji
VI c
.- 0
E:Q
E~
0'1: 1:
UII'"
>1':
c~1!,
0"'"
._ Q c:
"'t~
RIll'"
> ... '"
i" f ~
Q/A.",
VI......
c.=~
o :;;~
U:Eb
Q/ >~
.... ..",
= E V}
'1:1 !l ,g>
- nI,c
.- ~ ~
~ ~~
ors .e ~
.c 'cl!
VI::l~
.- ..
11."
RI '~
'1:IU:
.-
i"
o
ii:
o
...
o
N
-
~
N
i:i1
o
Z
~
LU LU
::> '"
Z '"
LU ~N
> ,OC'f1
<( V'1.O
ill o!:21"Q
~ ~ ,
IJ)~ V~..r.,
~~ M~~
~O lte;:;-..
""xtllu,-..CJ,E
.JLULU~II~O
LU"'I- CO..UC
~OO-Q. )C
c(U1;:)cs:;.cll::S
Q.rrHJ)ZA.U.tI)
o
LU
>
~
"-
"-
<(
o i.ti
g s
2 a
~
"
II
0;:
'iI
>
~
!
..
:E
"
!
'E
...
::I
III
!l
..
o
Ul
Ul
<(
"-
~
<(
tll
~
:5
u
ij
E
..
z
t8
11-
... x >-
Ow Z ~
.t:::E z
u. >. ::::>
.-10 IV:;iO
~u.. E ZU
~~ !9:D
0....... IV I- I-<
.. Ul,"<(..J..J
,.. ,..~
oo;;-~_~o
Z_o..IVOU
II >-... u. ..
_ 10 >- V) ...
._~<(IQZC"
~l:tll~~~~
u!l~II"ii~
~~d~5:8
-ii
LU U.J
::> '"
Z '"
LU ~N
> IOf'l1
<( V'i"O
W O~\D
~ ~ ,
(,9 v~f"1
x~~ M~~
w<(x ..,JV_
(/) I- U u.. e:; ..
V'J...Jxcoui"..O\E
W::JWwwCU_O
W~vt:;..JC..\I
9om::>~,g:~
UUMVlZA.U.tI)
z
3
o
z
'"
z
::>
ij
U
c
..
C
~
'iij
:E
..
,f
II
:is
'ijj
c
o
A.
..
:
c
o
~
:.
s
..
o
i
II
:;
~
z
U.J
J:
3
o
LU
o
o
<(
Ul
~
Z
o
~
~
t:t.
It
~
ill
Ul
~
-
>-
<(
tll
~
:5
~
!l
..
o
*
\D
..
,
\D
'"
i
II
U
C
..
c
'E
o
.. LU
~ 1=
c vi
" t:t.
II LU
t '"
't: ~
t;j ~
II Z U.J
~. 0
ca i: z
.s ~ z<)
"IA ..0:::
o 'E ~o
CD E A.u.
tn 0 ~ IJ)
C U .......<t:
i c~>-e3:
:: 0 "....;:.. 0 I-
....:.:t~\:III'1li: ,
~I~~~~~~g
... ~-j I:" N
g c1!.....A.<t
.-co..~~z~
t u ::II1CG '
CC .!\:ICUw......o
ffi!'-!lit;'~E~~
......CL.:.scCWI
::JII.!'~ ",fJ:1-
oE- ....-1-
ucu.=o~* 1i:i
.. :u r,:..c .... ~ 1&1 U; CI
-> cul,!J! ......""w
~0;"'1II00CI:J
~\:I ""U~EII<(
c- "cu>Olp I-
::I~5'~:!:!EOEZ
00 _c.._oo
y...;;;a 1u":;:)Cu,,UU
UI
Ul
<(
>e:.
..~
~tll
!l~
":5
~u
Ul
t:t.
LU
~
~
~
Ul
Cl
Z
<(
Ul
t:t.
~
o
tll
t:t.
o
u.
I-
::>
o
""
o
9
"-
LU
LU
""
o
LU
t:t.
5
0'
LU
t:t.
LU
\9
o
U.J
..J
3
o
z
'"
3Ul<t
"'LUU
QJf"'o.o...o
""'~..J
:a~ z
:t!"'...Jo
"'.....J
J:...-i<i=
000 ' :::l
....;10.<(
~u
zf=ij
II 00 <( '"
...~..>
~N-"._;:>
::J '~.....J
~MOI-~
;; ...-i L.L. "_
..",Z>~
..IN-
.. J:::t:
II "'Ii:
WI- ::iiiw
i,,1I '--0
Q/~ i!~w
~"LI1I10\9
.....~>;;<(
_.....'" J:'- a::
IV crT'"< 01" W
Z~;:;iii~;;C
:g
EO
>u.
III~
c
o
'h
.- Q)
03
llLU
"..J
0-
U"-
...LU
c..J
::1\9
OZ
:Etii
c
o
...~
.. Q)
~~
Ul
Ul
~
-
lltu
.....J
.- z
11I_
o
-
@
-
C:!
V)
0.
"'
"!
-
1::
t
~
00
8
'i3
~
s
~
~
0$
~
"
..:::
~
"'
oj
~
...;
"
~
i:i,
:::
..c:
N 0
4-< -
00 ~
oN
0;", -
~~ C:'
~Q., on
0
~ V) V) V) V) V) V) V)
0 V)
~ V) V) V) V) ~ ~ ~ V)
w <( < < <( ~
E w 0.. 0.. 0.. 0.. 0.. 0..
0 .... V) .... V) >- V) .... V) ~ .... .... >-
E c ::;: '" >- '" '" ::;: '" >- ::;:
o 'Jj < <( < <(
u 0 UJ UJ UJ UJ
"Ill '" ~ '" ~ '" ~ '" ~ '" '" '" '"
o . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
'" 0 S - S - S - S ~ S S S S
;;-z 0 :s: :s: :s:
IlJYM U V) U V) U V) U V) U U U U
E!'O 0 0 0 0
rn_",
U>-.-- Z Z Z Z
f2 < 0 < 0 < 0 <( 0 f2 0 0
V) LL V) LL V) LL V) LL LL LL
:; '" :; '" :; '" :; '" :; Z :; :;
UJ UJ UJ UJ -
~ ~ ~ ~ 1;; ~ ~ 1;;
0 0 0 al '" VI VI
'" '" '" ~ '" '" <II
<II <II ~
'" '" 1;; '" :5 '" -'" -'" -'" -'"
~ 0 ~ 0 0 f2 ... t t t
VI VI <II :> :>
'" LL '" LL :s: LL 0 .5l 0 0 0
UJ t- UJ t- t- V) 5 V) Z Z Z
~ ::::> ~ ::::> UJ ::::> ~ ~ '" UJ ~ UJ
0 0 -' 0 0 UJ -' -'
a: '" a: '" - '" a: '" a: ~ a: , a: -
0 0 0.. 0 0 ~ 0..
~ 9 ~ 9 ~ 9 ~ 9 ~ - UJ UJ UJ
:s: -' -' -'
\:l \:l \:l \:l \:l \:l \:l \:l
Z 0.. Z 0.. Z 0.. Z 0.. Z V) Z V) Z V) Z V)
- UJ - UJ - UJ - UJ - 0 Vi '" Vi '" Vi '"
V) UJ V) UJ V) UJ V) UJ V) UJ UJ UJ
'" '" '" '" Z ~ ~ ~ ...
< ~ ~ ~ U
0 0 0 0 ..
UJ UJ UJ UJ V) - - - '~
~ '" ~ '" ~ '" ~ '" '" :s: :s: :s: 0
~ - ~ ::; <II - ~ - ~ UJ ~ V) ~ V) <II V) ..
::::> ... ::::> ::::> ~ ~ Q.
'" C1 '" C1 '" C1 '" C1 0 0 0 0 0 0 0
:s: :s: :s: :s: -'" 0 -'" Z -'" Z -'" Z .!!!
UJ UJ UJ UJ V) V) V) V)
'" '" '" '" '" < < < ..c
V) UJ V) UJ V) UJ V) UJ V) '" V) V) V) V) V) V) t-
V) \:l V) \:l ~ \:l V) \:l V) f2 V) '" V) '" V) '" D-
<( 0 < 0 0 < 0 ~ < UJ < UJ < UJ '"
~ ~ ~ 0-
0.. UJ 0.. UJ 0.. UJ 0.. UJ t- o.. 0.. 0.. ~ '"
.... -' .... -' .... -' ;::- -' 8 ::::> ;::- .... .... ~
t- :s: t- :s: lu :s: :s: 0 t- lu 0
UJ UJ UJ 0 UJ '" UJ 10 10 -
-' 0 -' 0 -' 0 -' 0 -' '" -' -' -' ~
Z Z :; Z :; Z :; Z Z 0 :; '" :; '" :; '"
- '" '" '" '" - 9 0 f2 0
:S:V);;! LL LL ~
:S:V);;! :S:V);;! :S:V);;! :S:V)0.. :S:V)t- :S:V)t- :S:V)t-
"'UJU "'UJ~ "'UJ~ "'UJ~ roUJUJ roUJ::::> ~UJ::::> ~UJ::::>
"'0..0 "'0.. "'0.. "'0.. LIlo..UJ LIlo..o "'0..0 "'0..0 ~
gJ~-' ~~-' ~~-' ~~-' ~~'" LIl~", "'~'" "'~'" 'U
"< 0 "" 0 "" 0
a\.....IZ OO....JZ OO...JZ OO....JZ a\.....IZ "'-'0 "'-'0 "'-'0 00
",-,0 ",-,0 ",-,0 ...-,0 ...-,0 "'-'-, "'-'-, "'-'-, ~
......<~ ......cct:: ! ~<(!3 ~<!3 "'"'c(~ ~<o.. ~<o.. ~<o..
ro'::::> ro'::::> ro' ro' ro , ::::> ro'UJ ro'UJ ro'UJ
0i56 Oz<( oi56 oi56 oi56 OzUJ OzUJ OzUJ ~
zoU 0'" 0'" 0'"
z-.. .....-.. Zi="" z-.. z_.. z"""" z_n z- -,
rot-GI ot-.. Cjc(U N~C1 I.OtilD \O~CIJ N!;(GJ N!;(CU S
~ <( co ",<co "'~ co "'~ co r--.~ : r--. ~ :: .....::rg' "'"'::r : ~
'" N~.!!!:s: ~~.!!!~
"E N",.!!!:S: ",,,,.!!!:S: ..... C::::'- ...... C::::'- Nc::::,- N 0:::'-
Mo-f!-' MO-e~ Mo-f!-' NO-e~ Mo-f rrio-f Mo-f Mf2-f ~
@ .....u..u::r ~ LL .. ......u.IJ:E ~LL" ~LLGI ~LLGI ~u.... ~ GI
~~>;... I.OZ>~ \02>;'" ..02>;'" "'Z> "'Z> "'Z> "'Z> 1ij
~ N- N- N- N- N- N- N-
..C:X: ..CI ..CI .. C I .. C .. C "" C .. C ~
~ GI CO t- GI COt- &.e't GI COt- GlCO 3,.21 I GI .. , GlCO
01'- 0.. cn'- 0.. Q'- 0.. CO'- CO'- CO'-
.. III UJ ..IIlUJ ..IIlUJ ..IIlUJ I ..Ill ..Ill ..Ill ..Ill '<
'''-' :EiiO :SiiO '--0 :EiiO :Sii :en; :Sii :Eii
~ -f"UJ C
"CUJ "CUJ "CUJ O~5 Nig Mig "
\DUal!) I' II 0 l!) OOGl~c;I O\ClOt.:J ...... II ~ 1ij
... '" >'-;2 '" >'-;2 '" >'-;2 '" >'-;2 ft>;; 'I;f >._ ...>.- ~>;i
ll) '" .... '" ... '" .... &';C:t: ~C:t::: ~C:t: ~
~ en C'- m C .- C"\ C'- IJl C'- C1'\ C .- '"
..... c:n"l:lw ......cn'aw ..... cn'1:ll w ......gt'aw ~ co", ~ co", ~ co", ~ co", U
-.-"1:1> .......-"1:1> --,,> Ulcn:i~ ......._"0 _._~ oo-u;~ ......._"1:1 ~
::iZ NIIlC< r")(I) C <: "'IIlC<( "'IIlC ",Ill "'IIlC
-'
>> ll)
" S
~
ll) :::::
~ i:i.
~ ~
~
Apr,15,1C10 1:51PM ROLYAN AN ABILITYONE CO ClamBaYSubclf6","1i9~'l(June~72~'O
Regulatory Buoys. ABS type~~~-~9~,BUDi~. a
Approved and universally used by local, state and federal agencies to ensure
water safety. Ideal for private applications.
."
~deJ-B1147B)
Features
. Easy reconditioning of weather-worn buoys with excellent
adhesion of restoration materials, See page 18,
. 9" diameter, white, ASS plastic exterior, Will not rust, chip
or peel. Ultraviolet inhibited,
Orange symbol (2 sides) . Completely urethane foam filied. Virtually unsinkabie.
. 3"-wide reflective band at top provides excellent
nighttime visibility,
, Self'righting without tackle.
. Recessed cap allows buoy to stand upright.
. Heavy steel galvanized anchoring eye cast in an internal
concrete ballast.
. Includes choice of standard symbols and messages,
UNSINKABLE - filled with
urethane foam
36- exposure
with 5105.
anchor tackle
SWIM
.
60"
AREA
3" stiver reflective band
2M orange band
3" black let1ers (2 sides)
2" orange band
Urethane foa.m
Concrete ballasl
W dia. galvanized rod
1" I. O. steel mooring eye
Specify desired symbols and messages
when ordering,
Submerged buoyancy 84 Ibs,
Net weight 49 Ibs,
Shipping weighl 56 Ibs,
Refer to installation suggestions on page 21,
See warranty information on back cover,
STANDARD
INLAND
WATERWAY
SYMBOLS
AND MESSAGES
Special messages
are available,
Request a quotation.
CONTROLLEO AREA
SYMBOL
10
2" band width
STAND"AD MESSAGES
SLOVoISMPH
SLOW NO WAKE
SKI AREA
NO SKI
SLOW 10 MPH
SPEED ZONE
NO WAKE IDLE SPEED
Available Options
. Pickup eye built into top,
. Stainless steel anchoring aye for salt waler applications.
. Agency or name identification,
. Cone cap top.
. Special non-standard messages,
. Solar lights (see page 11).
. Available in yellow,
. Side mooring eyes for s.wim areas, float lines.
HAZARO WARNING
SYMBOL
STANDARD MESSAGES
ROCK
DANGER
RAPIDS
SHOAL
STUMP
SHALLOW AREA
HAZARD AREA
DANGER DAM
RESTRICTEO AREA
~~_ SYMBOL
1~
2" band width
STANOARO MESSAGES
SWIM AREA
KEEP OUT
NO 80ATS
BOATS KEEP OUT
CLOSED AReA
NO BOATING
DANGER DAM
INFORMATION
SYMBOL
1[]
~11"-J
2" band width
STANDARD MESSAGES
REST ROOM 1 MILE
S1ATE PARK AHEAD
I.IARJNA ENTRANCE
FISH AITRACTOR
Rolyan" Buoys, To Order-Call toll-free in the U.S,: 888-269-2869 . 262-387-8779 . Fax: 866-790-3298
www.RolyanBuoys.com
11,.15.2010 1:51PM ROLYAN AN ABILITYONE CO ClamBaySubcRB'!"!tS'T~unep~,2~10
cnannel lVIarkerS~II~~~oNew BUSiness
· For marking borders and centerlines of channels.
5~ 5/~ .:::\...-5" ;6/Jcr71L 6c..r6~
g" DIAMETER ABS TYPE Features
. Easy reconditioning of weather-
NUN AND CAN TYPES worn buoys, with excellent
adhesion of restoration materials.
. ABS plastic exterior.
. Ultraviolet inhibited, will not rust,
chip or peel.
. Completely urethane foam filled.
Jffl: Model B1148R Red with
3" red reflective band
'f- Model 61148G Green with
311 green reflective band
Model-61149R Red & White Stripe
Model-B1149B Black & White Stripe
Submerged buoyancy
Net weight
Shipping weight
841bs.
491bs,
561bs.
POLYETHYLENE
SUPER.TOUGH
CHANNEL MARKERS
Designed for problem areas
where buoys are subject 10 abuse
and vandalism,
Available Options
. Stainless steel mooring eyes.
'Agency or name idenlification,
. While numerical markings.
. Solar lights (see page 11),
Model 6961 RC Red Nun
Model B961GC Green Can
Model B961C8 Centerline Black
Model 8961 CR Centerline Red
Submerged buoyancy 84 Ibs.
Net weight 49 Ibs,
Shipping weight 56 Ibs.
Features - see page 2
it
"W
Available Options
. Stainless steel mooring eyes.
. Agency or name identification.
. White numencal markings.
. Solar lights (see page II).
5" DIA. CHANNEL MARKERS
8576SR
RED
8576SG
GREEN
Model B576SR Red
Model 65768G Green
Model 8576SC Centerline (Red and White)
Model 65768CB Centerline (Black and White)
Submerged buoyancy 30 ibs.
Net weight 24 Ibs.
Shipping weight 28 Ibs.
Same ABS construction and features as 5"
Spar Buoys (see page 3). 76" high with 3"
reflective band at top.
Rolyan' Buoys, To Order-Call toll.free in the U,S.: 888-269-2869 . 262.387-8728 . Fax: 866.790.3298
www.RolyanBuoys.com
Rolyan Buoys - Regulatory and Spar Buoys
Clam Bay Subc ommittee JUmp17g20'i f 3
VIiI-4-c New Business a e 0
22 of 30
SLOW
e
WAKE
Model B961R (9" diameter x 61" height)
Includes choice of standard symbols and messages
Features
.
. 9" dia, white super tough HOPE shell. Ultraviolet
inhibited
. Shatter-proof - will not crack, chip, peel or rust
. Completely urethane foam filled, Virtually unsinkable
. 3" wide orange reflective band at top provides excellent
night visibility
. Self-righting without tackle
. Recessed cap allows buoy to stand upright
. Heavy steel galvanized anchoring eye cast in an internal
concrete balast.
Available Options
. Internal radar reflectors
. Pickup eye built in top
. Stainless steel anchoring eye for salt water applications
. Agency name or identification
. Special non-standard messages
Spar Buoys
Lightweight, easy to handle - Minimum anchor weight allows
easy removal
http://www.rolyanbuoys.comlPages/regspr.htm
4/15/2
~
'~i
,
B-
"
~
"
~ ,~
~ --3
g~ ~~
3~ 3'~
!'-';J;> <1;,.
5'~::C
~ ~ ~:::-
s ~ s,Ro
~ 0:: g 0-
Z ~ ~
..,--E.. g ~
? ,r;; E'" g
-,"""" -_.
!->r n~
$ 'j;. 9 nr
1:;.:::; :;:,5""
~t~S"
:2 ~-:! (J:g 0'
(J)
m
)>
Gl
~
)>
(J)
(J)
(J)
C
~
<
m
-<
~
m
(J)
C
r
-i
(J)
N
o
o
<D
~ g
~ ~
o
f ':
g ~
o
o
.,
o
~
z
W
I
~ ~
.
o
"
" , .
"
> C ~
Z c
Q ,
~ )
" ,
.
n 1
) 8
r
o
C
-l
m
IJ
()
r
)
~
OJ
)
-<
.~
"'" ,.c:',.,..',..............'..'.........,
ILeg~
o Seagrasslocations
CLAM PASS MARKERS
Latitude Lon itude Marker ID
26.2205 81.8182 1
26.2205 81.8164 2
26.2209 81.8155 4
26.2200 81.8151 6
26.2181 81.8144 7
26.2170 81.8138 8
26.2165 81.8140 9
26.2154 81.8145 10
26.2151 81.8138 12
26.2132 81.8131 13
26.2110 81.8128 14
INFORMATIONAL SIGNS
26.2202 81.8175 ms
26.2195 81.8176 mS(S)
26.2166 81.8139 ISNW
26.2165 81.8141 IS NW(B)
26.2110 81.8121 LAND
*(IBS)Informational Beach Sign
*(ISNW)Idle Speed No Wake
*(N)North, (S)South, (B)Bridge
."" ",
, >~r~;\\
.~-..""""
" l . ," < ~ " lll..-,
~."'" >>.:.:. ,."
. . ,;' . '9'
f.lo'.. J '\~:J(.'
'r.. ,':..;",,' '\.~..~
, ].~..t.. r,'o". '~..::,';>
CLAM PASS -- MARKER LOCATIONS
480
960
:~,'::~-,-
~""'." ".'.W
"'~","
COLLIER COUNTY, FL '
~ '...)
,
......
CLAM PASS MARKERS
Latitude Lon itude Marker ID
26.2205 81.8182 1
26.2205 81.8164 2
26.2209 81.8155 4
26.2200 81.8151 6
26.2181 81.8144 7
26.2170 81.8138 8
26.2165 81.8140 9
26.2154 81.8145 10
26.2151 81.8138 12
26.2132 81.8131 13
26.2110 81.8128 14
INFORMATIONAL SIGNS
26.2202 81.8175 IBS(N)
26.2195 81.8176 IBS(S)
26.2166 81.8139 ISNW(B)
26.2165 81.8141 ISNW(B)
26.2110 81.8121 LAND
*(IBS)lnformational Beach Sign
*(ISNW)ldle Speed No Wake
*(N)North, (S)South, (B)Bridge
CLAM PASS -- MARKER LOCATIONS
I
I 0
II
,'~r,J 1,1.li
%'!Il ~uuli
I'!l!ti 'Ir.r"
i!!!i1h M.I~
~1'11'1f~ l'il/i1th
"I! '.. ,,1111"
'TH" i~'lfl'
llii!llii!ill
~
o
.
:l
~
W
%
~
g
i i
~ ~ ~:;
""'........,
..". ~,i~~j~~~;;:h/H:;:~ 3~ 3 ~
'":" "_';"i...Z:'. ".";;';";:'
." .: :- ,., '- '" ";;;..'0 ::"
..,.... .....010> <r "'1 ""0 "'''''''''''--'-'-'"'11'1",
. ," ';,.; , ::.'" ", , , , ,,-
." ,~ ", ,. ,.. .... "",
... :0. .;' ',-.."::.;;;;",,,;
..;.... <> ".... .. .. ~ oj 9.,~ .'i'<r9 99 -,;", ,
'-:...::~~.-, ';'.'H_:'
.... :;;,,,,,,, .': ;..."".'.,,,,..
: ., , . - ';.' , - "';-."",;;,
<> .. ... - ~ '":' -'.... 9 "'..... 9 9
......" ~ -' -'., f 'OJ ., ~ 'If.. 9'f'f
---.'.0_-'_._:,':,:,'"1 " I "'_ .. ..
- -. ;-- " .f' ; . _.0,
:";"",,,,, .:;~~, ""
, W,
. ~ 1".11
.IIift IIIIIlfi
'~I'~, "la,,,1
Ilh'III'l'lj'
'1111'", ~,il.1
-,I" . "1"1
~II'm! jitj',f
-!!I!"ij i~i~m
!;I~!!illi!ill
~
~
.~
oS
",
E!
.0
>'
..
..~
=0
.~
"-
;:>
~~
2'
o
..
i
i
I
o
~
<E]
, e
~ ~ ~ ~ ll\ Lf)
i :0
':lllll~
-th
H ,I",~
r~lfill "i'kij
i'!!!i., fr~r"
i!!!itil ~;j'!ll
~9:1!'~ '1;1:1:,11
-n.I';'j "'111~
:'j:'i', igPP!
ra!~!!illi!il1
~
>
~~
~g
"~
ii!~
w is
~ ~ ~
~ ~ ~
~ = ~
"a
.>
~z
~:l
o~
o
~
o
~
~ , e
I ,
h~~ I
:!~g i
lf~, I
.....'"
......
~ ~ ~
~ ~ ~
..."'..
"f-:'i'
.
.
,~ '"
p
~ ~
..
~ ,
iO~
." 0
~~~
uS?:
.<EJ
~
~
o
'i'
i!
!
I
I,
l~fi,! ~il~\i
~!l~il ~!i!iii
~~i!f!! i!nl'llil
!ji!~~ i~J.iftl
~1!.ifl!!llli!i1i
~
~
~.
~o
u~
.L
~!E
10
.L
%C
..
CC
00
~~
i>
L%
~~
OL
~
o
.
~
,
.....,.."',,..
.......----:.."":'..."':
..
z
'"
'"
'"
o
"
,,>-
'SOl
"0
-w
",>--
f"~
"'~
"6
"u
'3~
~~
w'"
"5";
~~8
W"'N
or">--
"'15Vl
"'~=>
z~g
~>-<(
<(~O"
.. >a:::~
~::J::><(
f-W(/)O
~"":N
i~fid '.ii~h
!ld~!' frlb'!
I!!!."I ~ilhll
~I:I" :!~I'II
11!i!\'I':.!
'''" ,III!"
"'I","',li'lti'
'I' I ~J III
!;I!~~! !1Il!!i1i
I
!
h
~
~
.~
.0
u"
i"
~!
H
%.
~~
.0
.~
~s:
~j
0"
o
"
o
>-
~
f
I
U.@ij
! '!
I!~"
lt~;
,
,
I
.
I
I
....". ~- -~..
......----"":.."':